RESERVOIR INFLOW COMPUTATIONS (1) SMITH RIVER, VA. PHILPOTT LAKE JANUARY 2000 ELEVATION,NGVD29 CHANGE IN CONTENTS FLOW, CFS ________________ __________________ _________ TOTAL (2) GUIDE RESERVOIR CONTENTS ACRE - DAY-SEC-FEET (3) DATE HOUR CURVE LEVEL AF FEET STORED DRAWDOWN OUTFLOW INFLOW __________________________________________________________________________ 971.50 957.61 123277.0 1 971.50 957.65 123371.0 94.0 47. 31. 78 2 971.50 957.72 123535.0 164.0 83. 31. 114 3 971.50 957.67 123418.0 -117.0 -59. 139. 80 4 971.50 957.68 123441.0 23.0 12. 138. 150 5 971.50 957.67 123418.0 -23.0 -12. 138. 126 6 971.50 957.63 123324.0 -94.0 -47. 138. 91 7 971.50 957.59 123231.0 -93.0 -47. 139. 92 8 971.50 957.63 123324.0 93.0 47. 31. 78 9 971.50 957.72 123535.0 211.0 106. 31. 137 10 971.50 957.89 123933.0 398.0 201. 138. 339 11 971.50 957.97 124120.0 187.0 94. 137. 231 12 971.50 957.97 124120.0 0.0 0. 155. 155 13 971.50 957.98 124143.0 23.0 12. 169. 181 14 971.50 957.91 123979.0 -164.0 -83. 137. 54 15 971.50 957.98 124143.0 164.0 83. 30. 113 16 971.50 958.06 124332.0 189.0 95. 30. 125 17 971.50 958.03 124261.0 -71.0 -36. 137. 101 18 971.50 958.02 124237.0 -24.0 -12. 144. 132 19 971.50 957.99 124167.0 -70.0 -35. 136. 101 20 971.50 958.01 124214.0 47.0 24. 137. 161 21 971.50 957.93 124026.0 -188.0 -95. 151. 56 22 971.50 957.97 124120.0 94.0 47. 31. 78 23 971.50 958.06 124332.0 212.0 107. 31. 138 24 971.50 958.02 124237.0 -95.0 -48. 145. 97 25 971.50 957.97 124120.0 -117.0 -59. 134. 75 26 971.50 957.92 124003.0 -117.0 -59. 136. 77 27 971.50 957.86 123862.0 -141.0 -71. 138. 67 28 971.50 957.79 123699.0 -163.0 -82. 134. 52 29 971.50 957.84 123816.0 117.0 59. 31. 90 30 971.50 957.97 124120.0 304.0 153. 31. 184 31 971.50 957.93 124026.0 -94.0 -47. 137. 90 __________________________________________________________________________ TOTAL FOR MONTH................ 749.0 1170. -792. 3265. 3643. NET CHANGE IN DAY-SECOND-FEET.. 378. 378. 378. AVERAGE FLOW IN C.F.S.......... 12. 105. 118. CHANGE IN CONTENTS FOR MO.(4).. 749.0 (1) COMPUTATIONS BASED ON THE APRIL 1989 CAPACITY TABLE. (2) BY 24-HOUR CLOCK, TIME IS 2400(MIDN.) OF DAY INDICATED UNLESS OTHERWISE NOTED. AVERAGE FLOW OR CHANGE IN RESERVOIR CONTENTS ARE FOR PERIOD ENDING AT TIME INDICATED. (3) BASED ON PROJECT RECORDS. DOES NOT INCLUDE EVAPORATION LOSSES. (4) BASED ON TOTAL CONTENTS AT BEGINNING AND END OF MONTH. RESERVOIR INFLOW COMPUTATIONS (1) SMITH RIVER, VA. PHILPOTT LAKE FEBRUARY 2000 ELEVATION,NGVD29 CHANGE IN CONTENTS FLOW, CFS ________________ __________________ _________ TOTAL (2) GUIDE RESERVOIR CONTENTS ACRE - DAY-SEC-FEET (3) DATE HOUR CURVE LEVEL AF FEET STORED DRAWDOWN OUTFLOW INFLOW __________________________________________________________________________ 971.50 957.93 124026.0 1 971.53 957.87 123886.0 -140.0 -71. 165. 94 2 971.57 957.81 123745.0 -141.0 -71. 147. 76 3 971.60 957.78 123675.0 -70.0 -35. 131. 96 4 971.63 957.75 123605.0 -70.0 -35. 135. 100 5 971.67 957.80 123722.0 117.0 59. 31. 90 6 971.70 957.87 123886.0 164.0 83. 31. 114 7 971.73 957.81 123745.0 -141.0 -71. 157. 86 8 971.77 957.77 123652.0 -93.0 -47. 149. 102 9 971.80 957.72 123535.0 -117.0 -59. 154. 95 10 971.83 957.69 123465.0 -70.0 -35. 134. 99 11 971.87 957.68 123441.0 -24.0 -12. 139. 127 12 971.90 957.76 123628.0 187.0 94. 112. 206 13 971.93 957.82 123769.0 141.0 71. 95. 166 14 971.97 957.92 124003.0 234.0 118. 95. 213 15 972.00 957.98 124143.0 140.0 71. 95. 166 16 972.04 958.02 124237.0 94.0 47. 103. 150 17 972.07 958.06 124332.0 95.0 48. 105. 153 18 972.11 958.18 124615.0 283.0 143. 103. 246 19 972.14 958.27 124827.0 212.0 107. 103. 210 20 972.18 958.33 124969.0 142.0 72. 103. 175 21 972.21 958.36 125040.0 71.0 36. 102. 138 22 972.25 958.40 125134.0 94.0 47. 103. 150 23 972.29 958.44 125228.0 94.0 47. 96. 143 24 972.32 958.44 125228.0 0.0 0. 113. 113 25 972.36 958.46 125276.0 48.0 24. 101. 125 26 972.39 958.47 125299.0 23.0 12. 107. 119 27 972.43 958.51 125394.0 95.0 48. 108. 156 28 972.46 958.52 125417.0 23.0 12. 112. 124 29 972.50 958.53 125441.0 24.0 12. 101. 113 __________________________________________________________________________ TOTAL FOR MONTH................ 1415.0 1151. -436. 3230. 3945. NET CHANGE IN DAY-SECOND-FEET.. 713. 715. 715. AVERAGE FLOW IN C.F.S.......... 25. 111. 136. CHANGE IN CONTENTS FOR MO.(4).. 1415.0 (1) COMPUTATIONS BASED ON THE APRIL 1989 CAPACITY TABLE. (2) BY 24-HOUR CLOCK, TIME IS 2400(MIDN.) OF DAY INDICATED UNLESS OTHERWISE NOTED. AVERAGE FLOW OR CHANGE IN RESERVOIR CONTENTS ARE FOR PERIOD ENDING AT TIME INDICATED. (3) BASED ON PROJECT RECORDS. DOES NOT INCLUDE EVAPORATION LOSSES. (4) BASED ON TOTAL CONTENTS AT BEGINNING AND END OF MONTH. RESERVOIR INFLOW COMPUTATIONS (1) SMITH RIVER, VA. PHILPOTT LAKE MARCH 2000 ELEVATION,NGVD29 CHANGE IN CONTENTS FLOW, CFS ________________ __________________ _________ TOTAL (2) GUIDE RESERVOIR CONTENTS ACRE - DAY-SEC-FEET (3) DATE HOUR CURVE LEVEL AF FEET STORED DRAWDOWN OUTFLOW INFLOW __________________________________________________________________________ 972.63 958.53 125441.0 1 972.65 958.54 125464.0 23.0 12. 100. 112 2 972.68 958.54 125464.0 0.0 0. 95. 95 3 972.70 958.52 125417.0 -47.0 -24. 107. 83 4 972.73 958.52 125417.0 0.0 0. 104. 104 5 972.75 958.51 125394.0 -23.0 -12. 100. 88 6 972.78 958.51 125394.0 0.0 0. 101. 101 7 972.80 958.50 125370.0 -24.0 -12. 98. 86 8 972.83 958.48 125323.0 -47.0 -24. 105. 81 9 972.85 958.47 125299.0 -24.0 -12. 103. 91 10 972.88 958.47 125299.0 0.0 0. 95. 95 11 972.90 958.52 125417.0 118.0 59. 99. 158 12 972.93 958.55 125488.0 71.0 36. 96. 132 13 972.95 958.55 125488.0 0.0 0. 99. 99 14 972.98 958.55 125488.0 0.0 0. 105. 105 15 973.00 958.54 125464.0 -24.0 -12. 106. 94 16 973.03 958.61 125630.0 166.0 84. 101. 185 17 973.06 958.68 125795.0 165.0 83. 102. 185 18 973.09 958.70 125842.0 47.0 24. 95. 119 19 973.12 958.71 125866.0 24.0 12. 100. 112 20 973.16 959.87 128638.0 2772.0 1398. 100. 1498 21 973.19 961.05 131503.0 2865.0 1444. 116. 1560 22 973.22 961.41 132393.0 890.0 449. 104. 553 23 973.25 961.63 132936.0 543.0 274. 98. 372 24 973.28 961.76 133257.0 321.0 162. 98. 260 25 973.31 961.89 133578.0 321.0 162. 98. 260 26 973.34 961.98 133801.0 223.0 112. 98. 210 27 973.38 962.05 133975.0 174.0 88. 97. 185 28 973.41 962.10 134100.0 125.0 63. 102. 165 29 973.44 962.14 134200.0 100.0 50. 97. 147 30 973.47 962.21 134375.0 175.0 88. 94. 182 31 973.50 962.25 134475.0 100.0 50. 99. 149 __________________________________________________________________________ TOTAL FOR MONTH................ 9034.0 4650. -96. 3112. 7666. NET CHANGE IN DAY-SECOND-FEET.. 4555. 4554. 4554. AVERAGE FLOW IN C.F.S.......... 147. 100. 247. CHANGE IN CONTENTS FOR MO.(4).. 9034.0 (1) COMPUTATIONS BASED ON THE APRIL 1989 CAPACITY TABLE. (2) BY 24-HOUR CLOCK, TIME IS 2400(MIDN.) OF DAY INDICATED UNLESS OTHERWISE NOTED. AVERAGE FLOW OR CHANGE IN RESERVOIR CONTENTS ARE FOR PERIOD ENDING AT TIME INDICATED. (3) BASED ON PROJECT RECORDS. DOES NOT INCLUDE EVAPORATION LOSSES. (4) BASED ON TOTAL CONTENTS AT BEGINNING AND END OF MONTH. RESERVOIR INFLOW COMPUTATIONS (1) SMITH RIVER, VA. PHILPOTT LAKE APRIL 2000 ELEVATION,NGVD29 CHANGE IN CONTENTS FLOW, CFS ________________ __________________ _________ TOTAL (2) GUIDE RESERVOIR CONTENTS ACRE - DAY-SEC-FEET (3) DATE HOUR CURVE LEVEL AF FEET STORED DRAWDOWN OUTFLOW INFLOW __________________________________________________________________________ 973.50 962.25 134475.0 1 973.50 962.27 134525.0 50.0 25 100 125 2 973.50 962.31 134625.0 100.0(5) 53 102 155 3 973.50 962.38 134800.0 175.0 88 100 188 4 973.50 962.47 135025.0 225.0 113 99 212 5 973.50 962.49 135075.0 50.0 25 99 124 6 973.50 962.53 135175.0 100.0 50 99 149 7 973.50 962.55 135225.0 50.0 25 101 126 8 973.50 962.63 135425.0 200.0 101 99 200 9 973.50 962.62 135400.0 -25.0 -13 98 85 10 973.50 962.64 135450.0 50.0 25 99 124 11 973.50 962.65 135475.0 25.0 13 100 113 12 973.50 962.68 135550.0 75.0 38 101 139 13 973.50 962.74 135700.0 150.0 76 99 175 14 973.50 962.77 135775.0 75.0 38 99 137 15 973.50 962.86 136000.0 225.0 113 99 212 16 973.50 962.89 136075.0 75.0 38 99 137 17 973.50 963.28 137058.4 983.4 496 99 595 18 973.50 964.06 139034.2 1975.8 996 98 1094 19 973.50 964.34 139753.8 719.6 363 98 461 20 973.50 964.51 140190.7 436.9 220 98 318 21 973.50 964.63 140499.1 308.4 156 98 254 22 973.50 964.69 140653.3 154.2 78 98 176 23 973.50 964.76 140833.2 179.9 91 98 189 24 973.50 964.85 141064.5 231.3 117 97 214 25 973.50 965.44 142598.4 1533.9 773 97 870 26 973.50 965.80 143538.0 939.6 474 96 570 27 973.50 966.01 144086.4 548.4 277 97 374 28 973.50 966.19 144561.6 475.2 240 97 337 29 973.50 966.35 144984.0 422.4 213 96 309 30 973.50 966.47 145300.8 316.8 160 97 257 __________________________________________________________________________ TOTAL FOR MONTH................ 10825.8 5475 -13 2957 8419 NET CHANGE IN DAY-SECOND-FEET.. 5458 5462 5462 AVERAGE FLOW IN C.F.S.......... 182 0 99 281 CHANGE IN CONTENTS FOR MO.(4).. 10825.8 (1) COMPUTATIONS BASED ON THE APRIL 1989 CAPACITY TABLE. (2) BY 24-HOUR CLOCK, TIME IS 2400(MIDN.) OF DAY INDICATED UNLESS OTHERWISE NOTED. AVERAGE FLOW OR CHANGE IN RESERVOIR CONTENTS ARE FOR PERIOD ENDING AT TIME INDICATED. (3) BASED ON PROJECT RECORDS. DOES NOT INCLUDE EVAPORATION LOSSES. (4) BASED ON TOTAL CONTENTS AT BEGINNING AND END OF MONTH. (5) ADJUSTED FOR 23-HOUR DAY (CONVERTING FROM EST TO EDT). RESERVOIR INFLOW COMPUTATIONS (1) SMITH RIVER, VA. PHILPOTT LAKE MAY 2000 ELEVATION,NGVD29 CHANGE IN CONTENTS FLOW, CFS ________________ __________________ _________ TOTAL (2) GUIDE RESERVOIR CONTENTS ACRE - DAY-SEC-FEET (3) DATE HOUR CURVE LEVEL AF FEET STORED DRAWDOWN OUTFLOW INFLOW __________________________________________________________________________ 973.50 966.47 145301.0 1 973.50 966.54 145486.0 185.0 93. 96. 189 2 973.50 966.62 145697.0 211.0 106. 96. 202 3 973.50 966.68 145855.0 158.0 80. 93. 173 4 973.50 966.73 145987.0 132.0 67. 94. 161 5 973.50 966.79 146146.0 159.0 80. 93. 173 6 973.50 966.84 146278.0 132.0 67. 93. 160 7 973.50 966.87 146357.0 79.0 40. 93. 133 8 973.50 966.90 146436.0 79.0 40. 86. 126 9 973.50 966.98 146647.0 211.0 106. 29. 135 10 973.50 966.98 146647.0 0.0 0. 116. 116 11 973.50 966.98 146647.0 0.0 0. 112. 112 12 973.50 966.99 146674.0 27.0 14. 86. 100 13 973.50 967.12 147022.0 348.0 175. 85. 260 14 973.50 967.14 147075.0 53.0 27. 85. 112 15 973.50 967.15 147102.0 27.0 14. 85. 99 16 973.50 967.15 147102.0 0.0 0. 85. 85 17 973.50 967.16 147129.0 27.0 14. 85. 99 18 973.50 967.17 147156.0 27.0 14. 85. 99 19 973.50 967.17 147156.0 0.0 0. 85. 85 20 973.50 967.21 147263.0 107.0 54. 85. 139 21 973.50 967.27 147424.0 161.0 81. 85. 166 22 973.50 967.49 148013.0 589.0 297. 85. 382 23 973.50 967.53 148120.0 107.0 54. 86. 140 24 973.50 967.53 148120.0 0.0 0. 90. 90 25 973.50 967.56 148201.0 81.0 41. 85. 126 26 973.50 967.56 148201.0 0.0 0. 83. 83 27 973.50 967.61 148335.0 134.0 68. 84. 152 28 973.50 967.63 148388.0 53.0 27. 93. 120 29 973.50 967.67 148496.0 108.0 54. 93. 147 30 973.50 967.67 148496.0 0.0 0. 93. 93 31 973.50 967.67 148496.0 0.0 0. 93. 93 __________________________________________________________________________ TOTAL FOR MONTH................ 3195.0 1613. 0. 2737. 4350. NET CHANGE IN DAY-SECOND-FEET.. 1611. 1613. 1613. AVERAGE FLOW IN C.F.S.......... 52. 88. 140. CHANGE IN CONTENTS FOR MO.(4).. 3195.0 (1) COMPUTATIONS BASED ON THE APRIL 1989 CAPACITY TABLE. (2) BY 24-HOUR CLOCK, TIME IS 2400(MIDN.) OF DAY INDICATED UNLESS OTHERWISE NOTED. AVERAGE FLOW OR CHANGE IN RESERVOIR CONTENTS ARE FOR PERIOD ENDING AT TIME INDICATED. (3) BASED ON PROJECT RECORDS. DOES NOT INCLUDE EVAPORATION LOSSES. (4) BASED ON TOTAL CONTENTS AT BEGINNING AND END OF MONTH. RESERVOIR INFLOW COMPUTATIONS (1) SMITH RIVER, VA. PHILPOTT LAKE JUNE 2000 ELEVATION,NGVD29 CHANGE IN CONTENTS FLOW, CFS ________________ __________________ _________ TOTAL (2) GUIDE RESERVOIR CONTENTS ACRE - DAY-SEC-FEET (3) DATE HOUR CURVE LEVEL AF FEET STORED DRAWDOWN OUTFLOW INFLOW __________________________________________________________________________ 973.50 967.67 148496.0 1 973.50 967.66 148469.0 -27.0 -14. 93. 79 2 973.50 967.65 148442.0 -27.0 -14. 93. 79 3 973.50 967.63 148388.0 -54.0 -27. 90. 63 4 973.50 967.62 148362.0 -26.0 -13. 93. 80 5 973.50 967.64 148415.0 53.0 27. 95. 122 6 973.50 967.74 148683.0 268.0 135. 97. 232 7 973.50 967.73 148656.0 -27.0 -14. 104. 90 8 973.50 967.72 148630.0 -26.0 -13. 97. 84 9 973.50 967.70 148576.0 -54.0 -27. 96. 69 10 973.50 967.68 148522.0 -54.0 -27. 97. 70 11 973.50 967.66 148469.0 -53.0 -27. 97. 70 12 973.50 967.63 148388.0 -81.0 -41. 97. 56 13 973.50 967.60 148308.0 -80.0 -40. 97. 57 14 973.50 967.61 148335.0 27.0 14. 92. 106 15 973.50 967.71 148603.0 268.0 135. 93. 228 16 973.50 967.79 148817.0 214.0 108. 93. 201 17 973.50 967.84 148951.0 134.0 68. 93. 161 18 973.50 967.86 149005.0 54.0 27. 93. 120 19 973.50 967.89 149085.0 80.0 40. 91. 131 20 973.50 967.88 149058.0 -27.0 -14. 96. 82 21 973.50 967.87 149032.0 -26.0 -13. 93. 80 22 973.50 967.85 148978.0 -54.0 -27. 93. 66 23 973.50 967.82 148898.0 -80.0 -40. 96. 56 24 973.50 967.79 148817.0 -81.0 -41. 92. 51 25 973.50 967.76 148737.0 -80.0 -40. 93. 53 26 973.50 967.74 148683.0 -54.0 -27. 93. 66 27 973.50 967.74 148683.0 0.0 0. 93. 93 28 973.50 967.82 148898.0 215.0 108. 93. 201 29 973.50 967.89 149085.0 187.0 94. 92. 186 30 973.50 967.90 149112.0 27.0 14. 92. 106 __________________________________________________________________________ TOTAL FOR MONTH................ 616.0 770. -459. 2827. 3138. NET CHANGE IN DAY-SECOND-FEET.. 311. 311. 311. AVERAGE FLOW IN C.F.S.......... 10. 95. 104. CHANGE IN CONTENTS FOR MO.(4).. 616.0 (1) COMPUTATIONS BASED ON THE APRIL 1989 CAPACITY TABLE. (2) BY 24-HOUR CLOCK, TIME IS 2400(MIDN.) OF DAY INDICATED UNLESS OTHERWISE NOTED. AVERAGE FLOW OR CHANGE IN RESERVOIR CONTENTS ARE FOR PERIOD ENDING AT TIME INDICATED. (3) BASED ON PROJECT RECORDS. DOES NOT INCLUDE EVAPORATION LOSSES. (4) BASED ON TOTAL CONTENTS AT BEGINNING AND END OF MONTH. RESERVOIR INFLOW COMPUTATIONS (1) SMITH RIVER, VA. PHILPOTT LAKE JULY 2000 ELEVATION,NGVD29 CHANGE IN CONTENTS FLOW, CFS ________________ __________________ _________ TOTAL (2) GUIDE RESERVOIR CONTENTS ACRE - DAY-SEC-FEET (3) DATE HOUR CURVE LEVEL AF FEET STORED DRAWDOWN OUTFLOW INFLOW __________________________________________________________________________ 973.50 967.90 149112.0 1 973.50 967.88 149058.0 -54.0 -27. 93. 66 2 973.50 967.85 148978.0 -80.0 -40. 93. 53 3 973.50 967.82 148898.0 -80.0 -40. 93. 53 4 973.50 967.83 148924.0 26.0 13. 92. 105 5 973.50 967.82 148898.0 -26.0 -13. 93. 80 6 973.50 967.80 148844.0 -54.0 -27. 93. 66 7 973.50 967.77 148764.0 -80.0 -40. 93. 53 8 973.50 967.73 148656.0 -108.0 -54. 93. 39 9 973.50 967.69 148549.0 -107.0 -54. 93. 39 10 973.50 967.66 148469.0 -80.0 -40. 93. 53 11 973.50 967.64 148415.0 -54.0 -27. 93. 66 12 973.50 967.68 148522.0 107.0 54. 93. 147 13 973.50 967.68 148522.0 0.0 0. 93. 93 14 973.50 967.67 148496.0 -26.0 -13. 93. 80 15 973.50 967.63 148388.0 -108.0 -54. 93. 39 16 973.50 967.59 148281.0 -107.0 -54. 93. 39 17 973.50 967.54 148147.0 -134.0 -68. 93. 25 18 973.50 967.49 148013.0 -134.0 -68. 93. 25 19 973.50 967.45 147906.0 -107.0 -54. 93. 39 20 973.50 967.40 147772.0 -134.0 -68. 93. 25 21 973.50 967.35 147638.0 -134.0 -68. 93. 25 22 973.50 967.30 147504.0 -134.0 -68. 93. 25 23 973.50 967.28 147450.0 -54.0 -27. 93. 66 24 973.50 967.33 147584.0 134.0 68. 101. 169 25 973.50 967.33 147584.0 0.0 0. 93. 93 26 973.50 967.30 147504.0 -80.0 -40. 94. 54 27 973.50 967.28 147450.0 -54.0 -27. 92. 65 28 973.50 967.26 147397.0 -53.0 -27. 93. 66 29 973.50 967.23 147316.0 -81.0 -41. 93. 52 30 973.50 967.22 147290.0 -26.0 -13. 93. 80 31 973.50 967.21 147263.0 -27.0 -14. 93. 79 __________________________________________________________________________ TOTAL FOR MONTH................ -1849.0 135. -1066. 2890. 1959. NET CHANGE IN DAY-SECOND-FEET.. -932. -931. 931. AVERAGE FLOW IN C.F.S.......... -30. 93. 63. CHANGE IN CONTENTS FOR MO.(4).. -1849.0 (1) COMPUTATIONS BASED ON THE APRIL 1989 CAPACITY TABLE. (2) BY 24-HOUR CLOCK, TIME IS 2400(MIDN.) OF DAY INDICATED UNLESS OTHERWISE NOTED. AVERAGE FLOW OR CHANGE IN RESERVOIR CONTENTS ARE FOR PERIOD ENDING AT TIME INDICATED. (3) BASED ON PROJECT RECORDS. DOES NOT INCLUDE EVAPORATION LOSSES. (4) BASED ON TOTAL CONTENTS AT BEGINNING AND END OF MONTH. RESERVOIR INFLOW COMPUTATIONS (1) SMITH RIVER, VA. PHILPOTT LAKE AUGUST 2000 ELEVATION,NGVD29 CHANGE IN CONTENTS FLOW, CFS ________________ __________________ _________ TOTAL (2) GUIDE RESERVOIR CONTENTS ACRE - DAY-SEC-FEET (3) DATE HOUR CURVE LEVEL AF FEET STORED DRAWDOWN OUTFLOW INFLOW __________________________________________________________________________ 973.50 967.21 147263.0 1 973.47 967.24 147343.0 80.0 40. 93. 133 2 973.43 967.28 147450.0 107.0 54. 93. 147 3 973.40 967.31 147531.0 81.0 41. 93. 134 4 973.37 967.30 147504.0 -27.0 -14. 93. 79 5 973.33 967.27 147424.0 -80.0 -40. 93. 53 6 973.30 967.23 147316.0 -108.0 -54. 92. 38 7 973.27 967.20 147236.0 -80.0 -40. 93. 53 8 973.23 967.16 147129.0 -107.0 -54. 93. 39 9 973.20 967.12 147022.0 -107.0 -54. 93. 39 10 973.17 967.11 146995.0 -27.0 -14. 98. 84 11 973.13 967.07 146888.0 -107.0 -54. 93. 39 12 973.10 967.00 146700.0 -188.0 -95. 93. -2 13 973.07 966.94 146542.0 -158.0 -80. 93. 13 14 973.03 966.87 146357.0 -185.0 -93. 93. 0 15 973.00 966.82 146225.0 -132.0 -67. 93. 26 16 972.97 966.76 146066.0 -159.0 -80. 93. 13 17 972.94 966.70 145908.0 -158.0 -80. 93. 13 18 972.91 966.64 145750.0 -158.0 -80. 93. 13 19 972.88 966.58 145591.0 -159.0 -80. 79. -1 20 972.84 966.52 145433.0 -158.0 -80. 93. 13 21 972.81 966.47 145301.0 -132.0 -67. 94. 27 22 972.78 966.39 145090.0 -211.0 -106. 94. -12 23 972.75 966.33 144931.0 -159.0 -80. 94. 14 24 972.72 966.28 144799.0 -132.0 -67. 94. 27 25 972.69 966.27 144773.0 -26.0 -13. 93. 80 26 972.66 966.21 144614.0 -159.0 -80. 100. 20 27 972.62 966.28 144799.0 185.0 93. 100. 193 28 972.59 966.42 145169.0 370.0 187. 97. 284 29 972.56 966.39 145090.0 -79.0 -40. 93. 53 30 972.53 966.36 145010.0 -80.0 -40. 95. 55 31 972.50 966.36 145010.0 0.0 0. 93. 93 __________________________________________________________________________ TOTAL FOR MONTH................ -2253.0 415. -1552. 2897. 1760. NET CHANGE IN DAY-SECOND-FEET.. -1136. -1137. 1137. AVERAGE FLOW IN C.F.S.......... -37. 93. 57. CHANGE IN CONTENTS FOR MO.(4).. -2253.0 (1) COMPUTATIONS BASED ON THE APRIL 1989 CAPACITY TABLE. (2) BY 24-HOUR CLOCK, TIME IS 2400(MIDN.) OF DAY INDICATED UNLESS OTHERWISE NOTED. AVERAGE FLOW OR CHANGE IN RESERVOIR CONTENTS ARE FOR PERIOD ENDING AT TIME INDICATED. (3) BASED ON PROJECT RECORDS. DOES NOT INCLUDE EVAPORATION LOSSES. (4) BASED ON TOTAL CONTENTS AT BEGINNING AND END OF MONTH. RESERVOIR INFLOW COMPUTATIONS (1) SMITH RIVER, VA. PHILPOTT LAKE SEPTEMBER 2000 ELEVATION,NGVD29 CHANGE IN CONTENTS FLOW, CFS ________________ __________________ _________ TOTAL (2) GUIDE RESERVOIR CONTENTS ACRE - DAY-SEC-FEET (3) DATE HOUR CURVE LEVEL AF FEET STORED DRAWDOWN OUTFLOW INFLOW __________________________________________________________________________ 972.47 966.36 145010.0 1 972.44 966.58 145591.0 581.0 293. 94. 387 2 972.41 966.90 146436.0 845.0 426. 93. 519 3 972.38 967.53 148120.0 1684.0 849. 93. 942 4 972.34 967.72 148630.0 510.0 257. 93. 350 5 972.31 967.77 148764.0 134.0 68. 92. 160 6 972.28 967.78 148790.0 26.0 13. 93. 106 7 972.25 967.77 148764.0 -26.0 -13. 93. 80 8 972.22 967.76 148737.0 -27.0 -14. 93. 79 9 972.19 967.74 148683.0 -54.0 -27. 93. 66 10 972.16 967.73 148656.0 -27.0 -14. 93. 79 11 972.13 967.69 148549.0 -107.0 -54. 93. 39 12 972.09 967.67 148496.0 -53.0 -27. 98. 71 13 972.06 967.63 148388.0 -108.0 -54. 97. 43 14 972.03 967.63 148388.0 0.0 0. 97. 97 15 972.00 967.60 148308.0 -80.0 -40. 102. 62 16 971.93 967.54 148147.0 -161.0 -81. 97. 16 17 971.87 967.49 148013.0 -134.0 -68. 98. 30 18 971.80 967.47 147960.0 -53.0 -27. 97. 70 19 971.73 967.90 149112.0 1152.0 581. 92. 673 20 971.67 967.96 149273.0 161.0 81. 96. 177 21 971.60 967.96 149273.0 0.0 0. 92. 92 22 971.53 967.96 149273.0 0.0 0. 92. 92 23 971.47 967.96 149273.0 0.0 0. 92. 92 24 971.40 967.94 149219.0 -54.0 -27. 96. 69 25 971.33 968.03 149461.0 242.0 122. 93. 215 26 971.27 968.15 149786.0 325.0 164. 92. 256 27 971.20 968.18 149868.0 82.0 41. 92. 133 28 971.13 968.18 149868.0 0.0 0. 93. 93 29 971.07 968.17 149841.0 -27.0 -14. 93. 79 30 971.00 968.16 149814.0 -27.0 -14. 93. 79 __________________________________________________________________________ TOTAL FOR MONTH................ 4804.0 2895. -474. 2825. 5246. NET CHANGE IN DAY-SECOND-FEET.. 2422. 2421. 2421. AVERAGE FLOW IN C.F.S.......... 81. 94. 175. CHANGE IN CONTENTS FOR MO.(4).. 4804.0 (1) COMPUTATIONS BASED ON THE APRIL 1989 CAPACITY TABLE. (2) BY 24-HOUR CLOCK, TIME IS 2400(MIDN.) OF DAY INDICATED UNLESS OTHERWISE NOTED. AVERAGE FLOW OR CHANGE IN RESERVOIR CONTENTS ARE FOR PERIOD ENDING AT TIME INDICATED. (3) BASED ON PROJECT RECORDS. DOES NOT INCLUDE EVAPORATION LOSSES. (4) BASED ON TOTAL CONTENTS AT BEGINNING AND END OF MONTH. RESERVOIR INFLOW COMPUTATIONS (1) SMITH RIVER, VA. PHILPOTT LAKE OCTOBER 2000 ELEVATION,NGVD29 CHANGE IN CONTENTS FLOW, CFS ________________ __________________ _________ TOTAL (2) GUIDE RESERVOIR CONTENTS ACRE - DAY-SEC-FEET (3) DATE HOUR CURVE LEVEL AF FEET STORED DRAWDOWN OUTFLOW INFLOW __________________________________________________________________________ 971.50 968.16 149814.0 1 971.50 968.13 149732.0 -82.0 -41. 92. 51 2 971.50 968.10 149651.0 -81.0 -41. 92. 51 3 971.50 968.07 149570.0 -81.0 -41. 95. 54 4 971.50 968.05 149515.0 -55.0 -28. 93. 65 5 971.50 968.02 149434.0 -81.0 -41. 92. 51 6 971.50 967.99 149353.0 -81.0 -41. 93. 52 7 971.50 967.94 149219.0 -134.0 -68. 93. 25 8 971.50 967.88 149058.0 -161.0 -81. 93. 12 9 971.50 967.82 148898.0 -160.0 -81. 93. 12 10 971.50 967.77 148764.0 -134.0 -68. 95. 27 11 971.50 967.73 148656.0 -108.0 -54. 92. 38 12 971.50 967.68 148522.0 -134.0 -68. 93. 25 13 971.50 967.66 148469.0 -53.0 -27. 92. 65 14 971.50 967.61 148335.0 -134.0 -68. 92. 24 15 971.50 967.57 148228.0 -107.0 -54. 93. 39 16 971.50 967.53 148120.0 -108.0 -54. 93. 39 17 971.50 967.48 147986.0 -134.0 -68. 93. 25 18 971.50 967.45 147906.0 -80.0 -40. 93. 53 19 971.50 967.40 147772.0 -134.0 -68. 93. 25 20 971.50 967.37 147692.0 -80.0 -40. 93. 53 21 971.50 967.33 147584.0 -108.0 -54. 93. 39 22 971.50 967.28 147450.0 -134.0 -68. 93. 25 23 971.50 967.24 147343.0 -107.0 -54. 93. 39 24 971.50 967.21 147263.0 -80.0 -40. 93. 53 25 971.50 967.17 147156.0 -107.0 -54. 93. 39 26 971.50 967.14 147075.0 -81.0 -41. 93. 52 27 971.50 967.10 146968.0 -107.0 -54. 93. 39 28 971.50 967.06 146861.0 -107.0 -54. 93. 39 29 971.50 967.02 146754.0 -107.0 -54. 91. 37 30 971.50 966.96 146594.0 -160.0 -81. 93. 12 31 971.50 966.91 146462.0 -132.0 -67. 90. 23 __________________________________________________________________________ TOTAL FOR MONTH................ -3352.0 0. -1693. 2876. 1183. NET CHANGE IN DAY-SECOND-FEET.. -1690. -1693. 1693. AVERAGE FLOW IN C.F.S.......... -55. 93. 39. CHANGE IN CONTENTS FOR MO.(4).. -3352.0 (1) COMPUTATIONS BASED ON THE APRIL 1989 CAPACITY TABLE. (2) BY 24-HOUR CLOCK, TIME IS 2400(MIDN.) OF DAY INDICATED UNLESS OTHERWISE NOTED. AVERAGE FLOW OR CHANGE IN RESERVOIR CONTENTS ARE FOR PERIOD ENDING AT TIME INDICATED. (3) BASED ON PROJECT RECORDS. DOES NOT INCLUDE EVAPORATION LOSSES. (4) BASED ON TOTAL CONTENTS AT BEGINNING AND END OF MONTH. RESERVOIR INFLOW COMPUTATIONS (1) SMITH RIVER, VA. PHILPOTT LAKE NOVEMBER 2000 ELEVATION,NGVD29 CHANGE IN CONTENTS FLOW, CFS ________________ __________________ _________ TOTAL (2) GUIDE RESERVOIR CONTENTS ACRE - DAY-SEC-FEET (3) DATE HOUR CURVE LEVEL AF FEET STORED DRAWDOWN OUTFLOW INFLOW __________________________________________________________________________ 971.50 966.91 146462.0 1 971.50 966.87 146357.0 -105.0 -53. 93. 40 2 971.50 966.82 146225.0 -132.0 -67. 93. 26 3 971.50 966.78 146119.0 -106.0 -53. 93. 40 4 971.50 966.73 145987.0 -132.0 -67. 93. 26 5 971.50 966.70 145908.0 -79.0 -40. 93. 53 6 971.50 966.66 145802.0 -106.0 -53. 84. 31 7 971.50 966.63 145723.0 -79.0 -40. 93. 53 8 971.50 966.59 145618.0 -105.0 -53. 106. 53 9 971.50 966.68 145855.0 237.0 119. 93. 212 10 971.50 966.73 145987.0 132.0 67. 93. 160 11 971.50 966.72 145961.0 -26.0 -13. 94. 81 12 971.50 966.68 145855.0 -106.0 -53. 93. 40 13 971.50 966.66 145802.0 -53.0 -27. 93. 66 14 971.50 966.62 145697.0 -105.0 -53. 93. 40 15 971.50 966.58 145591.0 -106.0 -53. 93. 40 16 971.50 966.54 145486.0 -105.0 -53. 88. 35 17 971.50 966.51 145406.0 -80.0 -40. 93. 53 18 971.50 966.47 145301.0 -105.0 -53. 93. 40 19 971.50 966.43 145195.0 -106.0 -53. 93. 40 20 971.50 966.39 145090.0 -105.0 -53. 93. 40 21 971.50 966.33 144931.0 -159.0 -80. 94. 14 22 971.50 966.28 144799.0 -132.0 -67. 94. 27 23 971.50 966.27 144773.0 -26.0 -13. 94. 81 24 971.50 966.22 144641.0 -132.0 -67. 94. 27 25 971.50 966.29 144826.0 185.0 93. 95. 188 26 971.50 966.39 145090.0 264.0 133. 94. 227 27 971.50 966.39 145090.0 0.0 0. 93. 93 28 971.50 966.38 145063.0 -27.0 -14. 93. 79 29 971.50 966.36 145010.0 -53.0 -27. 94. 67 30 971.50 966.33 144931.0 -79.0 -40. 94. 54 __________________________________________________________________________ TOTAL FOR MONTH................ -1531.0 412. -1185. 2799. 2026. NET CHANGE IN DAY-SECOND-FEET.. -772. -773. 773. AVERAGE FLOW IN C.F.S.......... -26. 93. 68. CHANGE IN CONTENTS FOR MO.(4).. -1531.0 (1) COMPUTATIONS BASED ON THE APRIL 1989 CAPACITY TABLE. (2) BY 24-HOUR CLOCK, TIME IS 2400(MIDN.) OF DAY INDICATED UNLESS OTHERWISE NOTED. AVERAGE FLOW OR CHANGE IN RESERVOIR CONTENTS ARE FOR PERIOD ENDING AT TIME INDICATED. (3) BASED ON PROJECT RECORDS. DOES NOT INCLUDE EVAPORATION LOSSES. (4) BASED ON TOTAL CONTENTS AT BEGINNING AND END OF MONTH. RESERVOIR INFLOW COMPUTATIONS (1) SMITH RIVER, VA. PHILPOTT LAKE DECEMBER 2000 ELEVATION,NGVD29 CHANGE IN CONTENTS FLOW, CFS ________________ __________________ _________ TOTAL (2) GUIDE RESERVOIR CONTENTS ACRE - DAY-SEC-FEET (3) DATE HOUR CURVE LEVEL AF FEET STORED DRAWDOWN OUTFLOW INFLOW __________________________________________________________________________ 971.50 966.33 144931.0 1 971.50 966.29 144826.0 -105.0 -53. 94. 41 2 971.50 966.27 144773.0 -53.0 -27. 94. 67 3 971.50 966.23 144667.0 -106.0 -53. 94. 41 4 971.50 966.20 144588.0 -79.0 -40. 92. 52 5 971.50 966.17 144509.0 -79.0 -40. 94. 54 6 971.50 966.13 144403.0 -106.0 -53. 94. 41 7 971.50 966.09 144298.0 -105.0 -53. 94. 41 8 971.50 966.07 144245.0 -53.0 -27. 94. 67 9 971.50 966.03 144139.0 -106.0 -53. 94. 41 10 971.50 966.01 144086.0 -53.0 -27. 94. 67 11 971.50 965.98 144008.0 -78.0 -39. 94. 55 12 971.50 965.93 143877.0 -131.0 -66. 97. 31 13 971.50 965.92 143851.0 -26.0 -13. 94. 81 14 971.50 965.89 143773.0 -78.0 -39. 94. 55 15 971.50 965.88 143747.0 -26.0 -13. 95. 82 16 971.50 965.98 144008.0 261.0 132. 94. 226 17 971.50 966.21 144614.0 606.0 306. 94. 400 18 971.50 966.27 144773.0 159.0 80. 94. 174 19 971.50 966.33 144931.0 158.0 80. 94. 174 20 971.50 966.33 144931.0 0.0 0. 91. 91 21 971.50 966.31 144878.0 -53.0 -27. 91. 64 22 971.50 966.29 144826.0 -52.0 -26. 101. 75 23 971.50 966.27 144773.0 -53.0 -27. 93. 66 24 971.50 966.27 144773.0 0.0 0. 94. 94 25 971.50 966.24 144694.0 -79.0 -40. 94. 54 26 971.50 966.20 144588.0 -106.0 -53. 91. 38 27 971.50 966.19 144562.0 -26.0 -13. 93. 80 28 971.50 966.18 144535.0 -27.0 -14. 94. 80 29 971.50 966.15 144456.0 -79.0 -40. 93. 53 30 971.50 966.13 144403.0 -53.0 -27. 98. 71 31 971.50 966.07 144245.0 -158.0 -80. 115. 35 __________________________________________________________________________ TOTAL FOR MONTH................ -686.0 598. -943. 2936. 2591. NET CHANGE IN DAY-SECOND-FEET.. -346. -345. 345. AVERAGE FLOW IN C.F.S.......... -11. 95. 84. CHANGE IN CONTENTS FOR MO.(4).. -686.0 (1) COMPUTATIONS BASED ON THE APRIL 1989 CAPACITY TABLE. (2) BY 24-HOUR CLOCK, TIME IS 2400(MIDN.) OF DAY INDICATED UNLESS OTHERWISE NOTED. AVERAGE FLOW OR CHANGE IN RESERVOIR CONTENTS ARE FOR PERIOD ENDING AT TIME INDICATED. (3) BASED ON PROJECT RECORDS. DOES NOT INCLUDE EVAPORATION LOSSES. (4) BASED ON TOTAL CONTENTS AT BEGINNING AND END OF MONTH. RESERVOIR INFLOW COMPUTATIONS (1) SMITH RIVER, VA. PHILPOTT LAKE JANUARY 2001 ELEVATION,NGVD29 CHANGE IN CONTENTS FLOW, CFS ________________ __________________ _________ TOTAL (2) GUIDE RESERVOIR CONTENTS ACRE - DAY-SEC-FEET (3) DATE HOUR CURVE LEVEL AF FEET STORED DRAWDOWN OUTFLOW INFLOW __________________________________________________________________________ 971.50 966.07 144245.0 1 971.50 966.02 144113.0 -132.0 -67. 115. 48 2 971.50 965.98 144008.0 -105.0 -53. 98. 45 3 971.50 965.91 143825.0 -183.0 -92. 124. 32 4 971.50 965.88 143747.0 -78.0 -39. 98. 59 5 971.50 965.84 143642.0 -105.0 -53. 105. 52 6 971.50 965.82 143590.0 -52.0 -26. 94. 68 7 971.50 965.81 143564.0 -26.0 -13. 94. 81 8 971.50 965.82 143590.0 26.0 13. 94. 107 9 971.50 965.78 143486.0 -104.0 -52. 94. 42 10 971.50 965.76 143434.0 -52.0 -26. 95. 69 11 971.50 965.73 143355.0 -79.0 -40. 94. 54 12 971.50 965.71 143303.0 -52.0 -26. 94. 68 13 971.50 965.68 143225.0 -78.0 -39. 94. 55 14 971.50 965.67 143199.0 -26.0 -13. 95. 82 15 971.50 965.64 143120.0 -79.0 -40. 94. 54 16 971.50 965.61 143042.0 -78.0 -39. 94. 55 17 971.50 965.58 142964.0 -78.0 -39. 95. 56 18 971.50 965.59 142990.0 26.0 13. 95. 108 19 971.50 965.78 143486.0 496.0 250. 95. 345 20 971.50 966.07 144245.0 759.0 383. 94. 477 21 971.50 966.18 144535.0 290.0 146. 85. 231 22 971.50 966.22 144641.0 106.0 53. 94. 147 23 971.50 966.23 144667.0 26.0 13. 94. 107 24 971.50 966.27 144773.0 106.0 53. 94. 147 25 971.50 966.27 144773.0 0.0 0. 94. 94 26 971.50 966.26 144746.0 -27.0 -14. 94. 80 27 971.50 966.25 144720.0 -26.0 -13. 94. 81 28 971.50 966.24 144694.0 -26.0 -13. 93. 80 29 971.50 966.23 144667.0 -27.0 -14. 93. 79 30 971.50 966.27 144773.0 106.0 53. 94. 147 31 971.50 966.30 144852.0 79.0 40. 94. 134 __________________________________________________________________________ TOTAL FOR MONTH................ 607.0 1017. -711. 2978. 3284. NET CHANGE IN DAY-SECOND-FEET.. 306. 306. 306. AVERAGE FLOW IN C.F.S.......... 10. 96. 106. CHANGE IN CONTENTS FOR MO.(4).. 607.0 (1) COMPUTATIONS BASED ON THE APRIL 1989 CAPACITY TABLE. (2) BY 24-HOUR CLOCK, TIME IS 2400(MIDN.) OF DAY INDICATED UNLESS OTHERWISE NOTED. AVERAGE FLOW OR CHANGE IN RESERVOIR CONTENTS ARE FOR PERIOD ENDING AT TIME INDICATED. (3) BASED ON PROJECT RECORDS. DOES NOT INCLUDE EVAPORATION LOSSES. (4) BASED ON TOTAL CONTENTS AT BEGINNING AND END OF MONTH. RESERVOIR INFLOW COMPUTATIONS (1) SMITH RIVER, VA. PHILPOTT LAKE FEBRUARY 2001 ELEVATION,NGVD29 CHANGE IN CONTENTS FLOW, CFS ________________ __________________ _________ TOTAL (2) GUIDE RESERVOIR CONTENTS ACRE - DAY-SEC-FEET (3) DATE HOUR CURVE LEVEL AF FEET STORED DRAWDOWN OUTFLOW INFLOW __________________________________________________________________________ 971.50 966.30 144852.0 1 971.53 966.29 144826.0 -26.0 -13. 94. 81 2 971.56 966.27 144773.0 -53.0 -27. 94. 67 3 971.59 966.28 144799.0 26.0 13. 85. 98 4 971.63 966.27 144773.0 -26.0 -13. 94. 81 5 971.66 966.25 144720.0 -53.0 -27. 94. 67 6 971.69 966.24 144694.0 -26.0 -13. 94. 81 7 971.72 966.23 144667.0 -27.0 -14. 94. 80 8 971.75 966.22 144641.0 -26.0 -13. 94. 81 9 971.78 966.19 144562.0 -79.0 -40. 94. 54 10 971.81 966.19 144562.0 0.0 0. 94. 94 11 971.84 966.17 144509.0 -53.0 -27. 94. 67 12 971.88 966.16 144482.0 -27.0 -14. 94. 80 13 971.91 966.14 144430.0 -52.0 -26. 94. 68 14 971.94 966.14 144430.0 0.0 0. 93. 93 15 971.97 966.14 144430.0 0.0 0. 94. 94 16 972.01 966.18 144535.0 105.0 53. 94. 147 17 972.05 966.34 144958.0 423.0 213. 94. 307 18 972.09 966.39 145090.0 132.0 67. 95. 162 19 972.13 966.40 145116.0 26.0 13. 94. 107 20 972.17 966.42 145169.0 53.0 27. 94. 121 21 972.21 966.43 145195.0 26.0 13. 94. 107 22 972.26 966.47 145301.0 106.0 53. 94. 147 23 972.30 966.48 145327.0 26.0 13. 92. 105 24 972.34 966.49 145354.0 27.0 14. 93. 107 25 972.38 966.57 145565.0 211.0 106. 94. 200 26 972.42 966.63 145723.0 158.0 80. 93. 173 27 972.46 966.67 145829.0 106.0 53. 95. 148 28 972.50 966.67 145829.0 0.0 0. 96. 96 __________________________________________________________________________ TOTAL FOR MONTH................ 977.0 718. -227. 2622. 3113. NET CHANGE IN DAY-SECOND-FEET.. 493. 491. 491. AVERAGE FLOW IN C.F.S.......... 18. 94. 111. CHANGE IN CONTENTS FOR MO.(4).. 977.0 (1) COMPUTATIONS BASED ON THE APRIL 1989 CAPACITY TABLE. (2) BY 24-HOUR CLOCK, TIME IS 2400(MIDN.) OF DAY INDICATED UNLESS OTHERWISE NOTED. AVERAGE FLOW OR CHANGE IN RESERVOIR CONTENTS ARE FOR PERIOD ENDING AT TIME INDICATED. (3) BASED ON PROJECT RECORDS. DOES NOT INCLUDE EVAPORATION LOSSES. (4) BASED ON TOTAL CONTENTS AT BEGINNING AND END OF MONTH. RESERVOIR INFLOW COMPUTATIONS (1) SMITH RIVER, VA. PHILPOTT LAKE MARCH 2001 ELEVATION,NGVD29 CHANGE IN CONTENTS FLOW, CFS ________________ __________________ _________ TOTAL (2) GUIDE RESERVOIR CONTENTS ACRE - DAY-SEC-FEET (3) DATE HOUR CURVE LEVEL AF FEET STORED DRAWDOWN OUTFLOW INFLOW __________________________________________________________________________ 966.79 966.67 145829.0 1 966.80 966.68 145855.0 26.0 13. 96. 109 2 966.82 966.68 145855.0 0.0 0. 96. 96 3 966.83 966.69 145882.0 27.0 14. 96. 110 4 966.84 966.75 146040.0 158.0 80. 96. 176 5 966.85 966.78 146119.0 79.0 40. 96. 136 6 966.87 966.77 146093.0 -26.0 -13. 96. 83 7 966.88 966.74 146014.0 -79.0 -40. 94. 54 8 966.89 966.75 146040.0 26.0 13. 95. 108 9 966.90 966.74 146014.0 -26.0 -13. 96. 83 10 966.92 966.73 145987.0 -27.0 -14. 96. 82 11 966.93 966.71 145934.0 -53.0 -27. 96. 69 12 966.94 966.75 146040.0 106.0 53. 96. 149 13 966.96 966.78 146119.0 79.0 40. 95. 135 14 966.97 966.79 146146.0 27.0 14. 96. 110 15 966.98 966.88 146383.0 237.0 119. 96. 215 16 967.18 966.98 146647.0 264.0 133. 95. 228 17 967.38 967.03 146780.0 133.0 67. 96. 163 18 967.58 967.06 146861.0 81.0 41. 96. 137 19 967.78 967.07 146888.0 27.0 14. 95. 109 20 967.99 967.17 147156.0 268.0 135. 95. 230 21 968.19 967.78 148790.0 1634.0 824. 95. 919 22 968.39 968.13 149732.0 942.0 475. 95. 570 23 968.59 968.29 150166.0 434.0 219. 95. 314 24 968.79 968.41 150491.0 325.0 164. 95. 259 25 968.99 968.49 150708.0 217.0 109. 95. 204 26 969.19 968.53 150816.0 108.0 54. 95. 149 27 969.39 968.57 150925.0 109.0 55. 95. 150 28 969.60 968.60 151006.0 81.0 41. 95. 136 29 969.80 969.07 152283.0 1277.0 644. 95. 739 30 970.00 969.96 154730.0 2447.0 1234. 94. 1328 31 970.20 970.23 155482.0 752.0 379. 94. 473 __________________________________________________________________________ TOTAL FOR MONTH................ 9653.0 4974. -107. 2956. 7823. NET CHANGE IN DAY-SECOND-FEET.. 4867. 4867. 4867. AVERAGE FLOW IN C.F.S.......... 157. 95. 252. CHANGE IN CONTENTS FOR MO.(4).. 9653.0 (1) COMPUTATIONS BASED ON THE APRIL 1989 CAPACITY TABLE. (2) BY 24-HOUR CLOCK, TIME IS 2400(MIDN.) OF DAY INDICATED UNLESS OTHERWISE NOTED. AVERAGE FLOW OR CHANGE IN RESERVOIR CONTENTS ARE FOR PERIOD ENDING AT TIME INDICATED. (3) BASED ON PROJECT RECORDS. DOES NOT INCLUDE EVAPORATION LOSSES. (4) BASED ON TOTAL CONTENTS AT BEGINNING AND END OF MONTH. RESERVOIR INFLOW COMPUTATIONS (1) SMITH RIVER, VA. PHILPOTT LAKE APRIL 2001 ELEVATION,NGVD29 CHANGE IN CONTENTS FLOW, CFS ________________ __________________ _________ TOTAL (2) GUIDE RESERVOIR CONTENTS ACRE - DAY-SEC-FEET (3) DATE HOUR CURVE LEVEL AF FEET STORED DRAWDOWN OUTFLOW INFLOW __________________________________________________________________________ 973.50 970.23 155482.0 1 973.50 970.49 156207.0 725.0 351.(5) 96. 447 2 973.50 970.67 156709.0 502.0 253. 93. 346 3 973.50 970.85 157212.0 503.0 254. 94. 348 4 973.50 970.97 157546.0 334.0 168. 94. 262 5 973.50 971.06 157799.0 253.0 128. 94. 222 6 973.50 971.14 158023.0 224.0 113. 94. 207 7 973.50 971.22 158248.0 225.0 113. 93. 206 8 973.50 971.28 158417.0 169.0 85. 93. 178 9 973.50 971.34 158585.0 168.0 85. 94. 179 10 973.50 971.38 158698.0 113.0 57. 93. 150 11 973.50 971.41 158782.0 84.0 42. 94. 136 12 973.50 971.44 158866.0 84.0 42. 94. 136 13 973.50 971.53 159119.0 253.0 128. 94. 222 14 973.50 971.55 159175.0 56.0 28. 94. 122 15 973.50 971.57 159232.0 57.0 29. 94. 123 16 973.50 971.58 159260.0 28.0 14. 94. 108 17 973.50 971.58 159260.0 0.0 0. 93. 93 18 973.50 971.58 159260.0 0.0 0. 94. 94 19 973.50 971.59 159288.0 28.0 14. 93. 107 20 973.50 971.59 159288.0 0.0 0. 94. 94 21 973.50 971.60 159316.0 28.0 14. 94. 108 22 973.50 971.61 159344.0 28.0 14. 94. 108 23 973.50 971.61 159344.0 0.0 0. 94. 94 24 973.50 971.62 159372.0 28.0 14. 93. 107 25 973.50 971.62 159372.0 0.0 0. 94. 94 26 973.50 971.61 159344.0 -28.0 -14. 94. 80 27 973.50 971.60 159316.0 -28.0 -14. 94. 80 28 973.50 971.59 159288.0 -28.0 -14. 94. 80 29 973.50 971.57 159232.0 -56.0 -28. 94. 66 30 973.50 971.56 159204.0 -28.0 -14. 94. 80 __________________________________________________________________________ TOTAL FOR MONTH................ 3722.0 1946. -84. 2815. 4677. NET CHANGE IN DAY-SECOND-FEET.. 1877. 1862. 1862. AVERAGE FLOW IN C.F.S.......... 62. 94. 156. CHANGE IN CONTENTS FOR MO.(4).. 3722.0 (1) COMPUTATIONS BASED ON THE APRIL 1989 CAPACITY TABLE. (2) BY 24-HOUR CLOCK, TIME IS 2400(MIDN.) OF DAY INDICATED UNLESS OTHERWISE NOTED. AVERAGE FLOW OR CHANGE IN RESERVOIR CONTENTS ARE FOR PERIOD ENDING AT TIME INDICATED. (3) BASED ON PROJECT RECORDS. DOES NOT INCLUDE EVAPORATION LOSSES. (4) BASED ON TOTAL CONTENTS AT BEGINNING AND END OF MONTH. RESERVOIR INFLOW COMPUTATIONS (1) SMITH RIVER, VA. PHILPOTT LAKE MAY 2001 ELEVATION,NGVD29 CHANGE IN CONTENTS FLOW, CFS ________________ __________________ _________ TOTAL (2) GUIDE RESERVOIR CONTENTS ACRE - DAY-SEC-FEET (3) DATE HOUR CURVE LEVEL AF FEET STORED DRAWDOWN OUTFLOW INFLOW __________________________________________________________________________ 973.50 971.56 159204.0 1 973.50 971.55 159175.0 -29.0 -15. 94. 79 2 973.50 971.54 159147.0 -28.0 -14. 93. 79 3 973.50 971.54 159147.0 0.0 0. 94. 94 4 973.50 971.53 159119.0 -28.0 -14. 94. 80 5 973.50 971.53 159119.0 0.0 0. 93. 93 6 973.50 971.54 159147.0 28.0 14. 93. 107 7 973.50 971.53 159119.0 -28.0 -14. 94. 80 8 973.50 971.51 159063.0 -56.0 -28. 85. 57 9 973.50 971.48 158979.0 -84.0 -42. 92. 50 10 973.50 971.47 158951.0 -28.0 -14. 94. 80 11 973.50 971.43 158838.0 -113.0 -57. 94. 37 12 973.50 971.40 158754.0 -84.0 -42. 93. 51 13 973.50 971.37 158670.0 -84.0 -42. 94. 52 14 973.50 971.33 158557.0 -113.0 -57. 94. 37 15 973.50 971.38 158698.0 141.0 71. 93. 164 16 973.50 971.67 159513.0 815.0 411. 94. 505 17 973.50 971.83 159962.0 449.0 226. 94. 320 18 973.50 971.88 160103.0 141.0 71. 93. 164 19 973.50 972.17 160926.0 823.0 415. 93. 508 20 973.50 972.40 161584.0 658.0 332. 94. 426 21 973.50 972.74 162556.0 972.0 490. 86. 576 22 973.50 974.22 166832.0 4276.0 2156. 85. 2241 23 973.50 974.59 167913.0 1081.0 545. 85. 630 24 973.50 974.63 168030.0 117.0 59. 279. 338 25 973.50 974.73 168322.0 292.0 147. 241. 388 26 973.50 974.49 167621.0 -701.0 -353. 636. 283 27 973.50 974.19 166745.0 -876.0 -442. 637. 195 28 973.50 973.89 165872.0 -873.0 -440. 638. 198 29 973.50 973.96 166074.0 202.0 102. 84. 186 30 973.50 973.86 165785.0 -289.0 -146. 294. 148 31 973.50 973.83 165699.0 -86.0 -43. 161. 118 __________________________________________________________________________ TOTAL FOR MONTH................ 6495.0 5039. -1763. 5088. 8364. NET CHANGE IN DAY-SECOND-FEET.. 3275. 3276. 3276. AVERAGE FLOW IN C.F.S.......... 106. 164. 270. CHANGE IN CONTENTS FOR MO.(4).. 6495.0 (1) COMPUTATIONS BASED ON THE APRIL 1989 CAPACITY TABLE. (2) BY 24-HOUR CLOCK, TIME IS 2400(MIDN.) OF DAY INDICATED UNLESS OTHERWISE NOTED. AVERAGE FLOW OR CHANGE IN RESERVOIR CONTENTS ARE FOR PERIOD ENDING AT TIME INDICATED. (3) BASED ON PROJECT RECORDS. DOES NOT INCLUDE EVAPORATION LOSSES. (4) BASED ON TOTAL CONTENTS AT BEGINNING AND END OF MONTH. RESERVOIR INFLOW COMPUTATIONS (1) SMITH RIVER, VA. PHILPOTT LAKE JUNE 2001 ELEVATION,NGVD29 CHANGE IN CONTENTS FLOW, CFS ________________ __________________ _________ TOTAL (2) GUIDE RESERVOIR CONTENTS ACRE - DAY-SEC-FEET (3) DATE HOUR CURVE LEVEL AF FEET STORED DRAWDOWN OUTFLOW INFLOW __________________________________________________________________________ 973.50 973.83 165699.0 1 973.50 973.73 165410.0 -289.0 -146. 187. 41 2 973.50 973.73 165410.0 0.0 0. 32. 32 3 973.50 973.73 165410.0 0.0 0. 32. 32 4 973.50 973.97 166103.0 693.0 349. 86. 435 5 973.50 973.98 166132.0 29.0 15. 85. 100 6 973.50 973.99 166161.0 29.0 15. 86. 101 7 973.50 973.99 166161.0 0.0 0. 85. 85 8 973.50 973.99 166161.0 0.0 0. 79. 79 9 973.50 973.99 166161.0 0.0 0. 32. 32 10 973.50 973.99 166161.0 0.0 0. 32. 32 11 973.50 974.09 166453.0 292.0 147. 237. 384 12 973.50 973.98 166132.0 -321.0 -162. 237. 75 13 973.50 973.87 165814.0 -318.0 -160. 234. 74 14 973.50 973.76 165496.0 -318.0 -160. 237. 77 15 973.50 973.68 165265.0 -231.0 -116. 237. 121 16 973.50 973.69 165294.0 29.0 15. 32. 47 17 973.50 973.69 165294.0 0.0 0. 32. 32 18 973.50 973.59 165005.0 -289.0 -146. 237. 91 19 973.50 973.46 164629.0 -376.0 -190. 237. 47 20 973.50 973.35 164312.0 -317.0 -160. 247. 87 21 973.50 973.25 164023.0 -289.0 -146. 237. 91 22 973.50 973.46 164629.0 606.0 306. 237. 543 23 973.50 973.69 165294.0 665.0 335. 32. 367 24 973.50 973.77 165525.0 231.0 116. 32. 148 25 973.50 973.68 165265.0 -260.0 -131. 237. 106 26 973.50 973.76 165496.0 231.0 116. 237. 353 27 973.50 973.74 165439.0 -57.0 -29. 237. 208 28 973.50 973.67 165236.0 -203.0 -102. 236. 134 29 973.50 973.57 164947.0 -289.0 -146. 237. 91 30 973.50 973.60 165034.0 87.0 44. 32. 76 __________________________________________________________________________ TOTAL FOR MONTH................ -665.0 1458. -1794. 4457. 4121. NET CHANGE IN DAY-SECOND-FEET.. -335. -336. 336. AVERAGE FLOW IN C.F.S.......... -11. 149. 138. CHANGE IN CONTENTS FOR MO.(4).. -665.0 (1) COMPUTATIONS BASED ON THE APRIL 1989 CAPACITY TABLE. (2) BY 24-HOUR CLOCK, TIME IS 2400(MIDN.) OF DAY INDICATED UNLESS OTHERWISE NOTED. AVERAGE FLOW OR CHANGE IN RESERVOIR CONTENTS ARE FOR PERIOD ENDING AT TIME INDICATED. (3) BASED ON PROJECT RECORDS. DOES NOT INCLUDE EVAPORATION LOSSES. (4) BASED ON TOTAL CONTENTS AT BEGINNING AND END OF MONTH. RESERVOIR INFLOW COMPUTATIONS (1) SMITH RIVER, VA. PHILPOTT LAKE JULY 2001 ELEVATION,NGVD29 CHANGE IN CONTENTS FLOW, CFS ________________ __________________ _________ TOTAL (2) GUIDE RESERVOIR CONTENTS ACRE - DAY-SEC-FEET (3) DATE HOUR CURVE LEVEL AF FEET STORED DRAWDOWN OUTFLOW INFLOW __________________________________________________________________________ 973.50 973.60 165034.0 1 973.50 973.63 165121.0 87.0 44. 32. 76 2 973.50 973.48 164687.0 -434.0 -219. 287. 68 3 973.50 973.33 164254.0 -433.0 -218. 288. 70 4 973.50 973.18 163820.0 -434.0 -219. 301. 82 5 973.50 973.01 163329.0 -491.0 -248. 317. 69 6 973.50 972.84 162842.0 -487.0 -246. 288. 42 7 973.50 972.79 162699.0 -143.0 -72. 85. 13 8 973.50 972.81 162757.0 58.0 29. 79. 108 9 973.50 972.80 162728.0 -29.0 -15. 86. 71 10 973.50 972.78 162671.0 -57.0 -29. 79. 50 11 973.50 972.73 162528.0 -143.0 -72. 86. 14 12 973.50 972.69 162413.0 -115.0 -58. 86. 28 13 973.50 972.66 162328.0 -85.0 -43. 86. 43 14 973.50 972.60 162156.0 -172.0 -87. 86. -1 15 973.50 972.56 162042.0 -114.0 -57. 86. 29 16 973.50 972.52 161927.0 -115.0 -58. 86. 28 17 973.50 972.48 161813.0 -114.0 -57. 86. 29 18 973.50 972.47 161784.0 -29.0 -15. 86. 71 19 973.50 972.46 161756.0 -28.0 -14. 84. 70 20 973.50 972.42 161641.0 -115.0 -58. 86. 28 21 973.50 972.38 161527.0 -114.0 -57. 86. 29 22 973.50 972.33 161384.0 -143.0 -72. 86. 14 23 973.50 972.28 161241.0 -143.0 -72. 86. 14 24 973.50 972.25 161155.0 -86.0 -43. 86. 43 25 973.50 972.23 161098.0 -57.0 -29. 86. 57 26 973.50 972.23 161098.0 0.0 0. 86. 86 27 973.50 972.28 161241.0 143.0 72. 86. 158 28 973.50 972.47 161784.0 543.0 274. 32. 306 29 973.50 972.60 162156.0 372.0 188. 32. 220 30 973.50 972.48 161813.0 -343.0 -173. 289. 116 31 973.50 972.36 161470.0 -343.0 -173. 289. 116 __________________________________________________________________________ TOTAL FOR MONTH................ -3564.0 607. -2404. 3944. 2147. NET CHANGE IN DAY-SECOND-FEET.. -1797. -1797. 1797. AVERAGE FLOW IN C.F.S.......... -58. 127. 69. CHANGE IN CONTENTS FOR MO.(4).. -3564.0 (1) COMPUTATIONS BASED ON THE APRIL 1989 CAPACITY TABLE. (2) BY 24-HOUR CLOCK, TIME IS 2400(MIDN.) OF DAY INDICATED UNLESS OTHERWISE NOTED. AVERAGE FLOW OR CHANGE IN RESERVOIR CONTENTS ARE FOR PERIOD ENDING AT TIME INDICATED. (3) BASED ON PROJECT RECORDS. DOES NOT INCLUDE EVAPORATION LOSSES. (4) BASED ON TOTAL CONTENTS AT BEGINNING AND END OF MONTH. RESERVOIR INFLOW COMPUTATIONS (1) SMITH RIVER, VA. PHILPOTT LAKE AUGUST 2001 ELEVATION,NGVD29 CHANGE IN CONTENTS FLOW, CFS ________________ __________________ _________ TOTAL (2) GUIDE RESERVOIR CONTENTS ACRE - DAY-SEC-FEET (3) DATE HOUR CURVE LEVEL AF FEET STORED DRAWDOWN OUTFLOW INFLOW __________________________________________________________________________ 973.50 972.36 161470.0 1 973.47 972.20 161012.0 -458.0 -231. 290. 59 2 973.43 972.05 160583.0 -429.0 -216. 283. 67 3 973.40 971.88 160103.0 -480.0 -242. 285. 43 4 973.37 971.89 160131.0 28.0 14. 32. 46 5 973.33 971.90 160159.0 28.0 14. 32. 46 6 973.30 971.76 159766.0 -393.0 -198. 283. 85 7 973.27 971.58 159260.0 -506.0 -255. 301. 46 8 973.23 971.39 158726.0 -534.0 -269. 292. 23 9 973.20 971.21 158220.0 -506.0 -255. 284. 29 10 973.17 971.03 157714.0 -506.0 -255. 293. 38 11 973.13 971.04 157742.0 28.0 14. 32. 46 12 973.10 971.07 157827.0 85.0 43. 32. 75 13 973.07 970.95 157491.0 -336.0 -169. 293. 124 14 973.03 970.78 157016.0 -475.0 -239. 294. 55 15 973.00 970.60 156514.0 -502.0 -253. 294. 41 16 972.97 970.40 155956.0 -558.0 -281. 294. 13 17 972.94 970.22 155454.0 -502.0 -253. 295. 42 18 972.91 970.21 155426.0 -28.0 -14. 32. 18 19 972.88 970.27 155593.0 167.0 84. 32. 116 20 972.84 970.19 155370.0 -223.0 -112. 295. 183 21 972.81 970.02 154896.0 -474.0 -239. 295. 56 22 972.78 969.83 154373.0 -523.0 -264. 291. 27 23 972.75 969.65 153877.0 -496.0 -250. 288. 38 24 972.72 969.54 153575.0 -302.0 -152. 288. 136 25 972.69 969.54 153575.0 0.0 0. 32. 32 26 972.66 969.53 153547.0 -28.0 -14. 32. 18 27 972.62 969.40 153190.0 -357.0 -180. 294. 114 28 972.59 969.24 152750.0 -440.0 -222. 288. 66 29 972.56 969.07 152283.0 -467.0 -235. 289. 54 30 972.53 969.01 152117.0 -166.0 -84. 99. 15 31 972.50 969.02 152145.0 28.0 14. 32. 46 __________________________________________________________________________ TOTAL FOR MONTH................ -9325.0 183. -4882. 6496. 1797. NET CHANGE IN DAY-SECOND-FEET.. -4701. -4699. 4699. AVERAGE FLOW IN C.F.S.......... -152. 210. 58. CHANGE IN CONTENTS FOR MO.(4).. -9325.0 (1) COMPUTATIONS BASED ON THE APRIL 1989 CAPACITY TABLE. (2) BY 24-HOUR CLOCK, TIME IS 2400(MIDN.) OF DAY INDICATED UNLESS OTHERWISE NOTED. AVERAGE FLOW OR CHANGE IN RESERVOIR CONTENTS ARE FOR PERIOD ENDING AT TIME INDICATED. (3) BASED ON PROJECT RECORDS. DOES NOT INCLUDE EVAPORATION LOSSES. (4) BASED ON TOTAL CONTENTS AT BEGINNING AND END OF MONTH. RESERVOIR INFLOW COMPUTATIONS (1) SMITH RIVER, VA. PHILPOTT LAKE SEPTEMBER 2001 ELEVATION,NGVD29 CHANGE IN CONTENTS FLOW, CFS ________________ __________________ _________ TOTAL (2) GUIDE RESERVOIR CONTENTS ACRE - DAY-SEC-FEET (3) DATE HOUR CURVE LEVEL AF FEET STORED DRAWDOWN OUTFLOW INFLOW __________________________________________________________________________ 972.47 969.02 152145.0 1 972.44 969.06 152255.0 110.0 55. 32. 87 2 972.41 969.06 152255.0 0.0 0. 32. 32 3 972.38 969.06 152255.0 0.0 0. 32. 32 4 972.34 969.06 152255.0 0.0 0. 32. 32 5 972.31 969.01 152117.0 -138.0 -70. 88. 18 6 972.28 968.86 151711.0 -406.0 -205. 241. 36 7 972.25 968.68 151223.0 -488.0 -246. 246. 0 8 972.22 968.67 151196.0 -27.0 -14. 32. 18 9 972.19 968.67 151196.0 0.0 0. 32. 32 10 972.16 968.57 150925.0 -271.0 -137. 171. 34 11 972.13 968.46 150627.0 -298.0 -150. 170. 20 12 972.09 968.34 150301.0 -326.0 -164. 170. 6 13 972.06 968.22 149976.0 -325.0 -164. 165. 1 14 972.03 968.11 149678.0 -298.0 -150. 170. 20 15 972.00 968.08 149597.0 -81.0 -41. 32. -9 16 971.93 968.08 149597.0 0.0 0. 32. 32 17 971.87 967.96 149273.0 -324.0 -163. 171. 8 18 971.80 967.84 148951.0 -322.0 -162. 170. 8 19 971.73 967.73 148656.0 -295.0 -149. 170. 21 20 971.67 967.67 148496.0 -160.0 -81. 171. 90 21 971.60 967.58 148254.0 -242.0 -122. 171. 49 22 971.53 967.57 148228.0 -26.0 -13. 32. 19 23 971.47 967.56 148201.0 -27.0 -14. 32. 18 24 971.40 967.77 148764.0 563.0 284. 171. 455 25 971.33 967.74 148683.0 -81.0 -41. 171. 130 26 971.27 967.66 148469.0 -214.0 -108. 170. 62 27 971.20 967.56 148201.0 -268.0 -135. 171. 36 28 971.13 967.45 147906.0 -295.0 -149. 171. 22 29 971.07 967.42 147826.0 -80.0 -40. 32. -8 30 971.00 967.42 147826.0 0.0 0. 32. 32 __________________________________________________________________________ TOTAL FOR MONTH................ -4319.0 339. -2518. 3512. 1333. NET CHANGE IN DAY-SECOND-FEET.. -2178. -2179. 2179. AVERAGE FLOW IN C.F.S.......... -73. 118. 45. CHANGE IN CONTENTS FOR MO.(4).. -4319.0 (1) COMPUTATIONS BASED ON THE APRIL 1989 CAPACITY TABLE. (2) BY 24-HOUR CLOCK, TIME IS 2400(MIDN.) OF DAY INDICATED UNLESS OTHERWISE NOTED. AVERAGE FLOW OR CHANGE IN RESERVOIR CONTENTS ARE FOR PERIOD ENDING AT TIME INDICATED. (3) BASED ON PROJECT RECORDS. DOES NOT INCLUDE EVAPORATION LOSSES. (4) BASED ON TOTAL CONTENTS AT BEGINNING AND END OF MONTH. &10o (8U(s0p10.00h12.0v0s0b3T RESERVOIR INFLOW COMPUTATIONS (1) SMITH RIVER, VA. PHILPOTT LAKE OCTOBER 2001 ELEVATION,NGVD29 CHANGE IN CONTENTS FLOW, CFS ________________ __________________ _________ TOTAL (2) GUIDE RESERVOIR CONTENTS ACRE - DAY-SEC-FEET (3) DATE HOUR CURVE LEVEL AF FEET STORED DRAWDOWN OUTFLOW INFLOW __________________________________________________________________________ 971.50 967.42 147826.0 1 971.50 967.33 147584.0 -242.0 -122. 153. 31 2 971.50 967.23 147316.0 -268.0 -135. 153. 18 3 971.50 967.14 147075.0 -241.0 -122. 152. 30 4 971.50 967.04 146807.0 -268.0 -135. 153. 18 5 971.50 966.92 146489.0 -318.0 -160. 153. -7 6 971.50 966.92 146489.0 0.0 0. 32. 32 7 971.50 966.88 146383.0 -106.0 -53. 32. -21 8 971.50 966.80 146172.0 -211.0 -106. 154. 48 9 971.50 966.68 145855.0 -317.0 -160. 154. -6 10 971.50 966.59 145618.0 -237.0 -119. 154. 35 11 971.50 966.48 145327.0 -291.0 -147. 154. 7 12 971.50 966.40 145116.0 -211.0 -106. 154. 48 13 971.50 966.39 145090.0 -26.0 -13. 32. 19 14 971.50 966.48 145327.0 237.0 119. 32. 151 15 971.50 966.48 145327.0 0.0 0. 154. 154 16 971.50 966.38 145063.0 -264.0 -133. 154. 21 17 971.50 966.28 144799.0 -264.0 -133. 155. 22 18 971.50 966.20 144588.0 -211.0 -106. 155. 49 19 971.50 966.10 144324.0 -264.0 -133. 155. 22 20 971.50 966.08 144271.0 -53.0 -27. 33. 6 21 971.50 966.08 144271.0 0.0 0. 33. 33 22 971.50 966.01 144086.0 -185.0 -93. 154. 61 23 971.50 965.92 143851.0 -235.0 -118. 155. 37 24 971.50 965.81 143564.0 -287.0 -145. 155. 10 25 971.50 965.71 143303.0 -261.0 -132. 155. 23 26 971.50 965.60 143016.0 -287.0 -145. 155. 10 27 971.50 965.58 142964.0 -52.0 -26. 33. 7 28 971.50 965.58 142964.0 0.0 0.(5) 33. 33 29 971.50 965.47 142677.0 -287.0 -145. 189. 44 30 971.50 965.34 142337.0 -340.0 -171. 191. 20 31 971.50 965.22 142024.0 -313.0 -158. 191. 33 __________________________________________________________________________ TOTAL FOR MONTH................ -5802.0 119. -3043. 3912. 988. NET CHANGE IN DAY-SECOND-FEET.. -2924. -2924. 2924. AVERAGE FLOW IN C.F.S.......... -94. 126. 32. CHANGE IN CONTENTS FOR MO.(4).. -5802.0 (1) COMPUTATIONS BASED ON THE APRIL 1989 CAPACITY TABLE. (2) BY 24-HOUR CLOCK, TIME IS 2400(MIDN.) OF DAY INDICATED UNLESS OTHERWISE NOTED. AVERAGE FLOW OR CHANGE IN RESERVOIR CONTENTS ARE FOR PERIOD ENDING AT TIME INDICATED. (3) BASED ON PROJECT RECORDS. DOES NOT INCLUDE EVAPORATION LOSSES. (4) BASED ON TOTAL CONTENTS AT BEGINNING AND END OF MONTH. (5) ADJUSTED FOR 25-HOUR DAY (CONVERTING FROM EDT TO EST). RESERVOIR INFLOW COMPUTATIONS (1) SMITH RIVER, VA. PHILPOTT LAKE NOVEMBER 2001 ELEVATION,NGVD29 CHANGE IN CONTENTS FLOW, CFS ________________ __________________ _________ TOTAL (2) GUIDE RESERVOIR CONTENTS ACRE - DAY-SEC-FEET (3) DATE HOUR CURVE LEVEL AF FEET STORED DRAWDOWN OUTFLOW INFLOW __________________________________________________________________________ 971.50 965.22 142024.0 1 971.50 965.08 141659.0 -365.0 -184. 191. 7 2 971.50 964.98 141399.0 -260.0 -131. 191. 60 3 971.50 964.98 141399.0 0.0 0. 32. 32 4 971.50 964.98 141399.0 0.0 0. 33. 33 5 971.50 964.85 141065.0 -334.0 -168. 191. 23 6 971.50 964.73 140756.0 -309.0 -156. 191. 35 7 971.50 964.60 140422.0 -334.0 -168. 192. 24 8 971.50 964.47 140088.0 -334.0 -168. 192. 24 9 971.50 964.34 139754.0 -334.0 -168. 192. 24 10 971.50 964.31 139677.0 -77.0 -39. 39. 0 11 971.50 964.24 139497.0 -180.0 -91. 134. 43 12 971.50 964.11 139163.0 -334.0 -168. 195. 27 13 971.50 963.99 138855.0 -308.0 -155. 191. 36 14 971.50 963.84 138475.0 -380.0 -192. 195. 3 15 971.50 963.72 138172.0 -303.0 -153. 204. 51 16 971.50 963.66 138020.0 -152.0 -77. 104. 27 17 971.50 963.66 138020.0 0.0 0. 33. 33 18 971.50 963.66 138020.0 0.0 0. 33. 33 19 971.50 963.50 137615.0 -405.0 -204. 199. -5 20 971.50 963.37 137286.0 -329.0 -166. 198. 32 21 971.50 963.24 136957.0 -329.0 -166. 200. 34 22 971.50 963.10 136603.0 -354.0 -178. 202. 24 23 971.50 962.96 136250.0 -353.0 -178. 199. 21 24 971.50 962.99 136325.0 75.0 38. 33. 71 25 971.50 963.02 136401.0 76.0 38. 33. 71 26 971.50 962.95 136225.0 -176.0 -89. 200. 111 27 971.50 962.82 135900.0 -325.0 -164. 200. 36 28 971.50 962.70 135600.0 -300.0 -151. 200. 49 29 971.50 962.57 135275.0 -325.0 -164. 204. 40 30 971.50 962.47 135025.0 -250.0 -126. 201. 75 __________________________________________________________________________ TOTAL FOR MONTH................ -6999.0 76. -3604. 4602. 1074. NET CHANGE IN DAY-SECOND-FEET.. -3529. -3528. 3528. AVERAGE FLOW IN C.F.S.......... -118. 153. 36. CHANGE IN CONTENTS FOR MO.(4).. -6999.0 (1) COMPUTATIONS BASED ON THE APRIL 1989 CAPACITY TABLE. (2) BY 24-HOUR CLOCK, TIME IS 2400(MIDN.) OF DAY INDICATED UNLESS OTHERWISE NOTED. AVERAGE FLOW OR CHANGE IN RESERVOIR CONTENTS ARE FOR PERIOD ENDING AT TIME INDICATED. (3) BASED ON PROJECT RECORDS. DOES NOT INCLUDE EVAPORATION LOSSES. (4) BASED ON TOTAL CONTENTS AT BEGINNING AND END OF MONTH. RESERVOIR INFLOW COMPUTATIONS (1) SMITH RIVER, VA. PHILPOTT LAKE DECEMBER 2001 ELEVATION,NGVD29 CHANGE IN CONTENTS FLOW, CFS ________________ __________________ _________ TOTAL (2) GUIDE RESERVOIR CONTENTS ACRE - DAY-SEC-FEET (3) DATE HOUR CURVE LEVEL AF FEET STORED DRAWDOWN OUTFLOW INFLOW __________________________________________________________________________ 971.50 962.47 135025.0 1 971.50 962.47 135025.0 0.0 0. 33. 33 2 971.50 962.47 135025.0 0.0 0. 33. 33 3 971.50 962.37 134775.0 -250.0 -126. 201. 75 4 971.50 962.24 134450.0 -325.0 -164. 201. 37 5 971.50 962.11 134125.0 -325.0 -164. 201. 37 6 971.50 961.97 133776.0 -349.0 -176. 204. 28 7 971.50 961.84 133455.0 -321.0 -162. 194. 32 8 971.50 961.87 133529.0 74.0 37. 33. 70 9 971.50 961.87 133529.0 0.0 0. 33. 33 10 971.50 961.88 133554.0 25.0 13. 208. 221 11 971.50 962.14 134200.0 646.0 326. 202. 528 12 971.50 962.13 134175.0 -25.0 -13. 202. 189 13 971.50 962.07 134025.0 -150.0 -76. 204. 128 14 971.50 962.00 133850.0 -175.0 -88. 202. 114 15 971.50 962.03 133925.0 75.0 38. 33. 71 16 971.50 962.05 133975.0 50.0 25. 34. 59 17 971.50 961.98 133801.0 -174.0 -88. 211. 123 18 971.50 961.87 133529.0 -272.0 -137. 203. 66 19 971.50 961.81 133381.0 -148.0 -75. 203. 128 20 971.50 961.68 133060.0 -321.0 -162. 205. 43 21 971.50 961.55 132738.0 -322.0 -162. 203. 41 22 971.50 961.55 132738.0 0.0 0. 33. 33 23 971.50 961.60 132862.0 124.0 63. 33. 96 24 971.50 961.56 132763.0 -99.0 -50. 203. 153 25 971.50 961.46 132516.0 -247.0 -125. 203. 78 26 971.50 961.33 132195.0 -321.0 -162. 204. 42 27 971.50 961.21 131899.0 -296.0 -149. 204. 55 28 971.50 961.08 131578.0 -321.0 -162. 204. 42 29 971.50 961.08 131578.0 0.0 0. 33. 33 30 971.50 961.08 131578.0 0.0 0. 33. 33 31 971.50 960.98 131331.0 -247.0 -125. 204. 79 __________________________________________________________________________ TOTAL FOR MONTH................ -3694.0 502. -2366. 4597. 2733. NET CHANGE IN DAY-SECOND-FEET.. -1862. -1864. 1864. AVERAGE FLOW IN C.F.S.......... -60. 148. 88. CHANGE IN CONTENTS FOR MO.(4).. -3694.0 (1) COMPUTATIONS BASED ON THE APRIL 1989 CAPACITY TABLE. (2) BY 24-HOUR CLOCK, TIME IS 2400(MIDN.) OF DAY INDICATED UNLESS OTHERWISE NOTED. AVERAGE FLOW OR CHANGE IN RESERVOIR CONTENTS ARE FOR PERIOD ENDING AT TIME INDICATED. (3) BASED ON PROJECT RECORDS. DOES NOT INCLUDE EVAPORATION LOSSES. (4) BASED ON TOTAL CONTENTS AT BEGINNING AND END OF MONTH. RESERVOIR INFLOW COMPUTATIONS (1) SMITH RIVER, VA. PHILPOTT LAKE JANUARY 2002 ELEVATION,NGVD29 CHANGE IN CONTENTS FLOW, CFS ________________ __________________ _________ TOTAL (2) GUIDE RESERVOIR CONTENTS ACRE - DAY-SEC-FEET (3) DATE HOUR CURVE LEVEL AF FEET STORED DRAWDOWN OUTFLOW INFLOW __________________________________________________________________________ 971.50 960.98 131331.0 1 971.50 960.85 131016.0 -315.0 -159. 201. 42 2 971.50 960.71 130675.0 -341.0 -172. 205. 33 3 971.50 960.59 130384.0 -291.0 -147. 197. 50 4 971.50 960.47 130092.0 -292.0 -147. 205. 58 5 971.50 960.47 130092.0 0.0 0. 34. 34 6 971.50 960.54 130262.0 170.0 86. 34. 120 7 971.50 960.46 130068.0 -194.0 -98. 213. 115 8 971.50 960.34 129776.0 -292.0 -147. 199. 52 9 971.50 960.22 129485.0 -291.0 -147. 205. 58 10 971.50 960.11 129217.0 -268.0 -135. 204. 69 11 971.50 959.99 128926.0 -291.0 -147. 204. 57 12 971.50 959.99 128926.0 0.0 0. 33. 33 13 971.50 960.01 128974.0 48.0 24. 34. 58 14 971.50 959.89 128686.0 -288.0 -145. 192. 47 15 971.50 959.77 128398.0 -288.0 -145. 204. 59 16 971.50 959.64 128086.0 -312.0 -157. 204. 47 17 971.50 959.51 127774.0 -312.0 -157. 205. 48 18 971.50 959.39 127486.0 -288.0 -145. 198. 53 19 971.50 959.48 127702.0 216.0 109. 34. 143 20 971.50 959.54 127846.0 144.0 73. 34. 107 21 971.50 959.46 127654.0 -192.0 -97. 206. 109 22 971.50 959.36 127414.0 -240.0 -121. 212. 91 23 971.50 959.44 127606.0 192.0 97. 218. 315 24 971.50 959.51 127774.0 168.0 85. 208. 293 25 971.50 959.54 127846.0 72.0 36. 205. 241 26 971.50 959.66 128134.0 288.0 145. 34. 179 27 971.50 959.73 128302.0 168.0 85. 34. 119 28 971.50 959.67 128158.0 -144.0 -73. 206. 133 29 971.50 959.58 127942.0 -216.0 -109. 206. 97 30 971.50 959.49 127726.0 -216.0 -109. 206. 97 31 971.50 959.40 127510.0 -216.0 -109. 206. 97 __________________________________________________________________________ TOTAL FOR MONTH................ -3821.0 740. -2666. 4980. 3054. NET CHANGE IN DAY-SECOND-FEET.. -1926. -1926. 1926. AVERAGE FLOW IN C.F.S.......... -62. 161. 99. CHANGE IN CONTENTS FOR MO.(4).. -3821.0 (1) COMPUTATIONS BASED ON THE APRIL 1989 CAPACITY TABLE. (2) BY 24-HOUR CLOCK, TIME IS 2400(MIDN.) OF DAY INDICATED UNLESS OTHERWISE NOTED. AVERAGE FLOW OR CHANGE IN RESERVOIR CONTENTS ARE FOR PERIOD ENDING AT TIME INDICATED. (3) BASED ON PROJECT RECORDS. DOES NOT INCLUDE EVAPORATION LOSSES. (4) BASED ON TOTAL CONTENTS AT BEGINNING AND END OF MONTH. RESERVOIR INFLOW COMPUTATIONS (1) SMITH RIVER, VA. PHILPOTT LAKE FEBRUARY 2002 ELEVATION,NGVD29 CHANGE IN CONTENTS FLOW, CFS ________________ __________________ _________ TOTAL (2) GUIDE RESERVOIR CONTENTS ACRE - DAY-SEC-FEET (3) DATE HOUR CURVE LEVEL AF FEET STORED DRAWDOWN OUTFLOW INFLOW __________________________________________________________________________ 971.50 959.40 127510.0 1 971.53 959.27 127198.0 -312.0 -157. 205. 48 2 971.56 959.27 127198.0 0.0 0. 34. 34 3 971.59 959.27 127198.0 0.0 0. 34. 34 4 971.63 959.33 127342.0 144.0 73. 87. 160 5 971.66 959.28 127222.0 -120.0 -60. 91. 31 6 971.69 959.28 127222.0 0.0 0. 86. 86 7 971.72 959.38 127462.0 240.0 121. 86. 207 8 971.75 959.44 127606.0 144.0 73. 87. 160 9 971.78 959.50 127750.0 144.0 73. 34. 107 10 971.81 959.57 127918.0 168.0 85. 34. 119 11 971.84 959.60 127990.0 72.0 36. 87. 123 12 971.88 959.60 127990.0 0.0 0. 86. 86 13 971.91 959.60 127990.0 0.0 0. 87. 87 14 971.94 959.60 127990.0 0.0 0. 83. 83 15 971.97 959.59 127966.0 -24.0 -12. 87. 75 16 972.01 959.63 128062.0 96.0 48. 34. 82 17 972.05 959.67 128158.0 96.0 48. 34. 82 18 972.09 959.65 128110.0 -48.0 -24. 82. 58 19 972.13 959.63 128062.0 -48.0 -24. 87. 63 20 972.17 959.59 127966.0 -96.0 -48. 85. 37 21 972.21 959.60 127990.0 24.0 12. 87. 99 22 972.26 959.58 127942.0 -48.0 -24. 87. 63 23 972.30 959.58 127942.0 0.0 0. 34. 34 24 972.34 959.59 127966.0 24.0 12. 34. 46 25 972.38 959.58 127942.0 -24.0 -12. 87. 75 26 972.42 959.58 127942.0 0.0 0. 87. 87 27 972.46 959.54 127846.0 -96.0 -48. 87. 39 28 972.50 959.51 127774.0 -72.0 -36. 87. 51 __________________________________________________________________________ TOTAL FOR MONTH................ 264.0 581. -445. 2120. 2256. NET CHANGE IN DAY-SECOND-FEET.. 133. 136. 136. AVERAGE FLOW IN C.F.S.......... 5. 76. 81. CHANGE IN CONTENTS FOR MO.(4).. 264.0 (1) COMPUTATIONS BASED ON THE APRIL 1989 CAPACITY TABLE. (2) BY 24-HOUR CLOCK, TIME IS 2400(MIDN.) OF DAY INDICATED UNLESS OTHERWISE NOTED. AVERAGE FLOW OR CHANGE IN RESERVOIR CONTENTS ARE FOR PERIOD ENDING AT TIME INDICATED. (3) BASED ON PROJECT RECORDS. DOES NOT INCLUDE EVAPORATION LOSSES. (4) BASED ON TOTAL CONTENTS AT BEGINNING AND END OF MONTH. RESERVOIR INFLOW COMPUTATIONS (1) SMITH RIVER, VA. PHILPOTT LAKE MARCH 2002 ELEVATION,NGVD29 CHANGE IN CONTENTS FLOW, CFS ________________ __________________ _________ TOTAL (2) GUIDE RESERVOIR CONTENTS ACRE - DAY-SEC-FEET (3) DATE HOUR CURVE LEVEL AF FEET STORED DRAWDOWN OUTFLOW INFLOW __________________________________________________________________________ 971.50 959.51 127774.0 1 971.50 959.48 127702.0 -72.0 -36. 87. 51 2 971.50 959.66 128134.0 432.0 218. 34. 252 3 971.50 960.03 129023.0 889.0 448. 34. 482 4 971.50 960.11 129217.0 194.0 98. 57. 155 5 971.50 960.18 129387.0 170.0 86. 65. 151 6 971.50 960.21 129460.0 73.0 37. 60. 97 7 971.50 960.26 129582.0 122.0 62. 61. 123 8 971.50 960.27 129606.0 24.0 12. 61. 73 9 971.50 960.36 129825.0 219.0 110. 34. 144 10 971.50 960.37 129849.0 24.0 12. 34. 46 11 971.50 960.37 129849.0 0.0 0. 55. 55 12 971.50 960.47 130092.0 243.0 123. 58. 181 13 971.50 960.48 130116.0 24.0 12. 61. 73 14 971.50 960.57 130335.0 219.0 110. 61. 171 15 971.50 960.61 130432.0 97.0 49. 61. 110 16 971.50 960.69 130627.0 195.0 98. 28. 126 17 971.50 961.26 132022.0 1395.0 703. 28. 731 18 971.50 962.49 135075.0 3053.0 1539. 61. 1600 19 971.50 962.88 136050.0 975.0 492. 61. 553 20 971.50 963.13 136679.0 629.0 317. 63. 380 21 971.50 963.27 137033.0 354.0 178. 59. 237 22 971.50 963.35 137236.0 203.0 102. 53. 155 23 971.50 963.47 137539.0 303.0 153. 33. 186 24 971.50 963.55 137741.0 202.0 102. 33. 135 25 971.50 963.62 137919.0 178.0 90. 60. 150 26 971.50 963.73 138197.0 278.0 140. 59. 199 27 971.50 963.84 138475.0 278.0 140. 60. 200 28 971.50 963.89 138602.0 127.0 64. 60. 124 29 971.50 963.96 138779.0 177.0 89. 60. 149 30 971.50 964.10 139137.0 358.0 180. 33. 213 31 971.50 964.37 139831.0 694.0 350. 33. 383 __________________________________________________________________________ TOTAL FOR MONTH................ 12057.0 6114. -36. 1607. 7685. NET CHANGE IN DAY-SECOND-FEET.. 6079. 6078. 6078. AVERAGE FLOW IN C.F.S.......... 196. 52. 248. CHANGE IN CONTENTS FOR MO.(4).. 12057.0 (1) COMPUTATIONS BASED ON THE APRIL 1989 CAPACITY TABLE. (2) BY 24-HOUR CLOCK, TIME IS 2400(MIDN.) OF DAY INDICATED UNLESS OTHERWISE NOTED. AVERAGE FLOW OR CHANGE IN RESERVOIR CONTENTS ARE FOR PERIOD ENDING AT TIME INDICATED. (3) BASED ON PROJECT RECORDS. DOES NOT INCLUDE EVAPORATION LOSSES. (4) BASED ON TOTAL CONTENTS AT BEGINNING AND END OF MONTH. ****************************************** April data will be entered at a later date ****************************************** RESERVOIR INFLOW COMPUTATIONS (1) SMITH RIVER, VA. PHILPOTT LAKE MAY 2002 ELEVATION,NGVD29 CHANGE IN CONTENTS FLOW, CFS ________________ __________________ _________ TOTAL (2) GUIDE RESERVOIR CONTENTS ACRE - DAY-SEC-FEET (3) DATE HOUR CURVE LEVEL AF FEET STORED DRAWDOWN OUTFLOW INFLOW __________________________________________________________________________ 973.50 965.91 143825.0 1 973.50 965.91 143825.0 0.0 0. 60. 60 2 973.50 966.01 144086.0 261.0 132. 60. 192 3 973.50 966.07 144245.0 159.0 80. 60. 140 4 973.50 966.13 144403.0 158.0 80. 32. 112 5 973.50 966.17 144509.0 106.0 53. 33. 86 6 973.50 966.19 144562.0 53.0 27. 60. 87 7 973.50 966.20 144588.0 26.0 13. 58. 71 8 973.50 966.25 144720.0 132.0 67. 55. 122 9 973.50 966.39 145090.0 370.0 187. 73. 260 10 973.50 966.42 145169.0 79.0 40. 50. 90 11 973.50 966.45 145248.0 79.0 40. 32. 72 12 973.50 966.47 145301.0 53.0 27. 32. 59 13 973.50 966.58 145591.0 290.0 146. 59. 205 14 973.50 966.60 145644.0 53.0 27. 55. 82 15 973.50 966.60 145644.0 0.0 0. 57. 57 16 973.50 966.60 145644.0 0.0 0. 62. 62 17 973.50 966.60 145644.0 0.0 0. 59. 59 18 973.50 966.64 145750.0 106.0 53. 32. 85 19 973.50 966.64 145750.0 0.0 0. 32. 32 20 973.50 966.64 145750.0 0.0 0. 60. 60 21 973.50 966.64 145750.0 0.0 0. 59. 59 22 973.50 966.64 145750.0 0.0 0. 60. 60 23 973.50 966.63 145723.0 -27.0 -14. 60. 46 24 973.50 966.62 145697.0 -26.0 -13. 61. 48 25 973.50 966.62 145697.0 0.0 0. 32. 32 26 973.50 966.62 145697.0 0.0 0. 32. 32 27 973.50 966.62 145697.0 0.0 0. 56. 56 28 973.50 966.62 145697.0 0.0 0. 59. 59 29 973.50 966.59 145618.0 -79.0 -40. 59. 19 30 973.50 966.59 145618.0 0.0 0. 60. 60 31 973.50 966.57 145565.0 -53.0 -27. 59. 32 __________________________________________________________________________ TOTAL FOR MONTH................ 1740.0 972. -94. 1618. 2496. NET CHANGE IN DAY-SECOND-FEET.. 877. 878. 878. AVERAGE FLOW IN C.F.S.......... 28. 52. 81. CHANGE IN CONTENTS FOR MO.(4).. 1740.0 (1) COMPUTATIONS BASED ON THE APRIL 1989 CAPACITY TABLE. (2) BY 24-HOUR CLOCK, TIME IS 2400(MIDN.) OF DAY INDICATED UNLESS OTHERWISE NOTED. AVERAGE FLOW OR CHANGE IN RESERVOIR CONTENTS ARE FOR PERIOD ENDING AT TIME INDICATED. (3) BASED ON PROJECT RECORDS. DOES NOT INCLUDE EVAPORATION LOSSES. (4) BASED ON TOTAL CONTENTS AT BEGINNING AND END OF MONTH. RESERVOIR INFLOW COMPUTATIONS (1) SMITH RIVER, VA. PHILPOTT LAKE JUNE 2002 ELEVATION,NGVD29 CHANGE IN CONTENTS FLOW, CFS ________________ __________________ _________ TOTAL (2) GUIDE RESERVOIR CONTENTS ACRE - DAY-SEC-FEET (3) DATE HOUR CURVE LEVEL AF FEET STORED DRAWDOWN OUTFLOW INFLOW __________________________________________________________________________ 973.50 966.57 145565.0 1 973.50 966.56 145538.0 -27.0 -14. 32. 18 2 973.50 966.55 145512.0 -26.0 -13. 32. 19 3 973.50 966.53 145459.0 -53.0 -27. 60. 33 4 973.50 966.49 145354.0 -105.0 -53. 59. 6 5 973.50 966.47 145301.0 -53.0 -27. 59. 32 6 973.50 966.48 145327.0 26.0 13. 62. 75 7 973.50 966.47 145301.0 -26.0 -13. 63. 50 8 973.50 966.47 145301.0 0.0 0. 28. 28 9 973.50 966.45 145248.0 -53.0 -27. 28. 1 10 973.50 966.41 145142.0 -106.0 -53. 62. 9 11 973.50 966.38 145063.0 -79.0 -40. 57. 17 12 973.50 966.33 144931.0 -132.0 -67. 53. -14 13 973.50 966.31 144878.0 -53.0 -27. 59. 32 14 973.50 966.28 144799.0 -79.0 -40. 60. 20 15 973.50 966.26 144746.0 -53.0 -27. 32. 5 16 973.50 966.25 144720.0 -26.0 -13. 32. 19 17 973.50 966.19 144562.0 -158.0 -80. 56. -24 18 973.50 966.14 144430.0 -132.0 -67. 59. -8 19 973.50 966.08 144271.0 -159.0 -80. 60. -20 20 973.50 966.04 144166.0 -105.0 -53. 59. 6 21 973.50 965.99 144034.0 -132.0 -67. 60. -7 22 973.50 965.96 143956.0 -78.0 -39. 32. -7 23 973.50 965.93 143877.0 -79.0 -40. 32. -8 24 973.50 965.87 143721.0 -156.0 -79. 55. -24 25 973.50 965.82 143590.0 -131.0 -66. 59. -7 26 973.50 965.92 143851.0 261.0 132. 60. 192 27 973.50 965.90 143799.0 -52.0 -26. 60. 34 28 973.50 965.89 143773.0 -26.0 -13. 60. 47 29 973.50 965.89 143773.0 0.0 0. 33. 33 30 973.50 965.88 143747.0 -26.0 -13. 33. 20 __________________________________________________________________________ TOTAL FOR MONTH................ -1818.0 145. -1064. 1496. 577. NET CHANGE IN DAY-SECOND-FEET.. -917. -919. 919. AVERAGE FLOW IN C.F.S.......... -31. 50. 19. CHANGE IN CONTENTS FOR MO.(4).. -1818.0 (1) COMPUTATIONS BASED ON THE APRIL 1989 CAPACITY TABLE. (2) BY 24-HOUR CLOCK, TIME IS 2400(MIDN.) OF DAY INDICATED UNLESS OTHERWISE NOTED. AVERAGE FLOW OR CHANGE IN RESERVOIR CONTENTS ARE FOR PERIOD ENDING AT TIME INDICATED. (3) BASED ON PROJECT RECORDS. DOES NOT INCLUDE EVAPORATION LOSSES. (4) BASED ON TOTAL CONTENTS AT BEGINNING AND END OF MONTH. RESERVOIR INFLOW COMPUTATIONS (1) SMITH RIVER, VA. PHILPOTT LAKE JULY 2002 ELEVATION,NGVD29 CHANGE IN CONTENTS FLOW, CFS ________________ __________________ _________ TOTAL (2) GUIDE RESERVOIR CONTENTS ACRE - DAY-SEC-FEET (3) DATE HOUR CURVE LEVEL AF FEET STORED DRAWDOWN OUTFLOW INFLOW __________________________________________________________________________ 973.50 965.88 143747.0 1 973.50 965.82 143590.0 -157.0 -79. 60. -19 2 973.50 965.78 143486.0 -104.0 -52. 59. 7 3 973.50 965.72 143329.0 -157.0 -79. 61. -18 4 973.50 965.68 143225.0 -104.0 -52. 61. 9 5 973.50 965.63 143094.0 -131.0 -66. 57. -9 6 973.50 965.61 143042.0 -52.0 -26. 33. 7 7 973.50 965.57 142938.0 -104.0 -52. 33. -19 8 973.50 965.49 142729.0 -209.0 -105. 61. -44 9 973.50 965.48 142703.0 -26.0 -13. 61. 48 10 973.50 965.52 142807.0 104.0 52. 54. 106 11 973.50 965.56 142912.0 105.0 53. 60. 113 12 973.50 965.52 142807.0 -105.0 -53. 60. 7 13 973.50 965.49 142729.0 -78.0 -39. 33. -6 14 973.50 965.51 142781.0 52.0 26. 32. 58 15 973.50 965.49 142729.0 -52.0 -26. 59. 33 16 973.50 965.47 142677.0 -52.0 -26. 61. 35 17 973.50 965.42 142546.0 -131.0 -66. 60. -6 18 973.50 965.39 142468.0 -78.0 -39. 60. 21 19 973.50 965.35 142364.0 -104.0 -52. 60. 8 20 973.50 965.33 142311.0 -53.0 -27. 33. 6 21 973.50 965.31 142259.0 -52.0 -26. 32. 6 22 973.50 965.24 142076.0 -183.0 -92. 57. -35 23 973.50 965.19 141946.0 -130.0 -66. 60. -6 24 973.50 965.17 141894.0 -52.0 -26. 63. 37 25 973.50 965.22 142024.0 130.0 66. 62. 128 26 973.50 965.37 142416.0 392.0 198. 60. 258 27 973.50 965.39 142468.0 52.0 26. 32. 58 28 973.50 965.39 142468.0 0.0 0. 33. 33 29 973.50 965.37 142416.0 -52.0 -26. 60. 34 30 973.50 965.32 142285.0 -131.0 -66. 59. -7 31 973.50 965.28 142181.0 -104.0 -52. 67. 15 __________________________________________________________________________ TOTAL FOR MONTH................ -1566.0 421. -1206. 1643. 858. NET CHANGE IN DAY-SECOND-FEET.. -790. -785. 785. AVERAGE FLOW IN C.F.S.......... -25. 53. 28. CHANGE IN CONTENTS FOR MO.(4).. -1566.0 (1) COMPUTATIONS BASED ON THE APRIL 1989 CAPACITY TABLE. (2) BY 24-HOUR CLOCK, TIME IS 2400(MIDN.) OF DAY INDICATED UNLESS OTHERWISE NOTED. AVERAGE FLOW OR CHANGE IN RESERVOIR CONTENTS ARE FOR PERIOD ENDING AT TIME INDICATED. (3) BASED ON PROJECT RECORDS. DOES NOT INCLUDE EVAPORATION LOSSES. (4) BASED ON TOTAL CONTENTS AT BEGINNING AND END OF MONTH. RESERVOIR INFLOW COMPUTATIONS (1) SMITH RIVER, VA. PHILPOTT LAKE AUGUST 2002 ELEVATION,NGVD29 CHANGE IN CONTENTS FLOW, CFS ________________ __________________ _________ TOTAL (2) GUIDE RESERVOIR CONTENTS ACRE - DAY-SEC-FEET (3) DATE HOUR CURVE LEVEL AF FEET STORED DRAWDOWN OUTFLOW INFLOW __________________________________________________________________________ 973.50 965.28 142181.0 1 973.47 965.22 142024.0 -157.0 -79. 56. -23 2 973.43 965.18 141920.0 -104.0 -52. 60. 8 3 973.40 965.13 141789.0 -131.0 -66. 32. -34 4 973.37 965.09 141685.0 -104.0 -52. 33. -19 5 973.33 965.03 141528.0 -157.0 -79. 60. -19 6 973.30 964.97 141373.0 -155.0 -78. 66. -12 7 973.27 964.89 141167.0 -206.0 -104. 64. -40 8 973.23 964.81 140962.0 -205.0 -103. 61. -42 9 973.20 964.74 140782.0 -180.0 -91. 60. -31 10 973.17 964.69 140653.0 -129.0 -65. 32. -33 11 973.13 964.64 140525.0 -128.0 -65. 33. -32 12 973.10 964.58 140371.0 -154.0 -78. 61. -17 13 973.07 964.51 140191.0 -180.0 -91. 60. -31 14 973.03 964.43 139985.0 -206.0 -104. 60. -44 15 973.00 964.38 139857.0 -128.0 -65. 60. -5 16 972.97 964.34 139754.0 -103.0 -52. 60. 8 17 972.94 964.31 139677.0 -77.0 -39. 33. -6 18 972.91 964.27 139574.0 -103.0 -52. 33. -19 19 972.88 964.22 139445.0 -129.0 -65. 61. -4 20 972.84 964.15 139265.0 -180.0 -91. 81. -10 21 972.81 964.08 139086.0 -179.0 -90. 61. -29 22 972.78 964.02 138931.0 -155.0 -78. 61. -17 23 972.75 963.96 138779.0 -152.0 -77. 61. -16 24 972.72 963.91 138652.0 -127.0 -64. 33. -31 25 972.69 963.87 138551.0 -101.0 -51. 33. -18 26 972.66 963.87 138551.0 0.0 0. 61. 61 27 972.62 963.80 138374.0 -177.0 -89. 60. -29 28 972.59 963.78 138323.0 -51.0 -26. 60. 34 29 972.56 963.77 138298.0 -25.0 -13. 51. 38 30 972.53 963.74 138222.0 -76.0 -38. 61. 23 31 972.50 963.78 138323.0 101.0 51. 33. 84 __________________________________________________________________________ TOTAL FOR MONTH................ -3858.0 51. -1997. 1641. -305. NET CHANGE IN DAY-SECOND-FEET.. -1945. -1946. 1946. AVERAGE FLOW IN C.F.S.......... -63. 53. -10. CHANGE IN CONTENTS FOR MO.(4).. -3858.0 (1) COMPUTATIONS BASED ON THE APRIL 1989 CAPACITY TABLE. (2) BY 24-HOUR CLOCK, TIME IS 2400(MIDN.) OF DAY INDICATED UNLESS OTHERWISE NOTED. AVERAGE FLOW OR CHANGE IN RESERVOIR CONTENTS ARE FOR PERIOD ENDING AT TIME INDICATED. (3) BASED ON PROJECT RECORDS. DOES NOT INCLUDE EVAPORATION LOSSES. (4) BASED ON TOTAL CONTENTS AT BEGINNING AND END OF MONTH. RESERVOIR INFLOW COMPUTATIONS (1) SMITH RIVER, VA. PHILPOTT LAKE SEPTEMBER 2002 ELEVATION,NGVD29 CHANGE IN CONTENTS FLOW, CFS ________________ __________________ _________ TOTAL (2) GUIDE RESERVOIR CONTENTS ACRE - DAY-SEC-FEET (3) DATE HOUR CURVE LEVEL AF FEET STORED DRAWDOWN OUTFLOW INFLOW __________________________________________________________________________ 972.44 963.78 138323.0 1 972.41 963.79 138349.0 26.0 13. 33. 46 2 972.38 963.79 138349.0 0.0 0. 60. 60 3 972.35 963.82 138425.0 76.0 38. 63. 101 4 972.32 963.81 138399.0 -26.0 -13. 57. 44 5 972.29 963.75 138248.0 -151.0 -76. 95. 19 6 972.26 963.70 138121.0 -127.0 -64. 61. -3 7 972.23 963.67 138045.0 -76.0 -38. 33. -5 8 972.21 963.63 137944.0 -101.0 -51. 33. -18 9 972.18 963.57 137792.0 -152.0 -77. 60. -17 10 972.15 963.50 137615.0 -177.0 -89. 60. -29 11 972.12 963.45 137489.0 -126.0 -64. 61. -3 12 972.09 963.39 137337.0 -152.0 -77. 60. -17 13 972.06 963.32 137160.0 -177.0 -89. 61. -28 14 972.03 963.33 137185.0 25.0 13. 32. 45 15 972.00 963.41 137387.0 202.0 102. 33. 135 16 971.93 963.43 137438.0 51.0 26. 68. 94 17 971.87 963.41 137387.0 -51.0 -26. 67. 41 18 971.80 963.38 137311.0 -76.0 -38. 61. 23 19 971.73 963.35 137236.0 -75.0 -38. 61. 23 20 971.67 963.30 137109.0 -127.0 -64. 61. -3 21 971.60 963.28 137058.0 -51.0 -26. 33. 7 22 971.53 963.27 137033.0 -25.0 -13. 33. 20 23 971.47 963.23 136932.0 -101.0 -51. 60. 9 24 971.40 963.20 136856.0 -76.0 -38. 61. 23 25 971.33 963.15 136729.0 -127.0 -64. 60. -4 26 971.27 963.33 137185.0 456.0 230. 59. 289 27 971.20 963.61 137893.0 708.0 357. 59. 416 28 971.13 963.68 138070.0 177.0 89. 33. 122 29 971.07 963.71 138146.0 76.0 38. 34. 72 30 971.00 963.71 138146.0 0.0 0. 65. 65 __________________________________________________________________________ TOTAL FOR MONTH................ -177.0 906. -996. 1617. 1527. NET CHANGE IN DAY-SECOND-FEET.. -89. -90. 90. AVERAGE FLOW IN C.F.S.......... -3. 54. 51. CHANGE IN CONTENTS FOR MO.(4).. -177.0 (1) COMPUTATIONS BASED ON THE APRIL 1989 CAPACITY TABLE. (2) BY 24-HOUR CLOCK, TIME IS 2400(MIDN.) OF DAY INDICATED UNLESS OTHERWISE NOTED. AVERAGE FLOW OR CHANGE IN RESERVOIR CONTENTS ARE FOR PERIOD ENDING AT TIME INDICATED. (3) BASED ON PROJECT RECORDS. DOES NOT INCLUDE EVAPORATION LOSSES. (4) BASED ON TOTAL CONTENTS AT BEGINNING AND END OF MONTH. RESERVOIR INFLOW COMPUTATIONS (1) SMITH RIVER, VA. PHILPOTT LAKE OCTOBER 2002 ELEVATION,NGVD29 CHANGE IN CONTENTS FLOW, CFS ________________ __________________ _________ TOTAL (2) GUIDE RESERVOIR CONTENTS ACRE - DAY-SEC-FEET (3) DATE HOUR CURVE LEVEL AF FEET STORED DRAWDOWN OUTFLOW INFLOW __________________________________________________________________________ 971.50 963.71 138146.0 1 971.50 963.68 138070.0 -76.0 -38. 79. 41 2 971.50 963.65 137994.0 -76.0 -38. 78. 40 3 971.50 963.62 137919.0 -75.0 -38. 61. 23 4 971.50 963.58 137817.0 -102.0 -51. 61. 10 5 971.50 963.57 137792.0 -25.0 -13. 33. 20 6 971.50 963.55 137741.0 -51.0 -26. 33. 7 7 971.50 963.49 137590.0 -151.0 -76. 77. 1 8 971.50 963.43 137438.0 -152.0 -77. 78. 1 9 971.50 963.39 137337.0 -101.0 -51. 62. 11 10 971.50 963.35 137236.0 -101.0 -51. 61. 10 11 971.50 963.41 137387.0 151.0 76. 61. 137 12 971.50 963.41 137387.0 0.0 0. 33. 33 13 971.50 963.42 137413.0 26.0 13. 33. 46 14 971.50 963.39 137337.0 -76.0 -38. 61. 23 15 971.50 963.37 137286.0 -51.0 -26. 61. 35 16 971.50 963.65 137994.0 708.0 357. 64. 421 17 971.50 963.73 138197.0 203.0 102. 62. 164 18 971.50 963.73 138197.0 0.0 0. 61. 61 19 971.50 963.73 138197.0 0.0 0. 33. 33 20 971.50 963.75 138248.0 51.0 26. 33. 59 21 971.50 963.78 138323.0 75.0 38. 61. 99 22 971.50 963.78 138323.0 0.0 0. 58. 58 23 971.50 963.77 138298.0 -25.0 -13. 62. 49 24 971.50 963.75 138248.0 -50.0 -25. 57. 32 25 971.50 963.75 138248.0 0.0 0. 61. 61 26 971.50 963.77 138298.0 50.0 25. 33. 58 27 971.50 963.78 138323.0 25.0 12.(5) 33. 45 28 971.50 963.87 138551.0 228.0 115. 61. 176 29 971.50 964.03 138957.0 406.0 205. 70. 275 30 971.50 964.30 139651.0 694.0 350. 61. 411 31 971.50 964.42 139959.0 308.0 155. 61. 216 __________________________________________________________________________ TOTAL FOR MONTH................ 1813.0 1474. -561. 1743. 2656. NET CHANGE IN DAY-SECOND-FEET.. 913. 913. 913. AVERAGE FLOW IN C.F.S.......... 29. 56. 86. CHANGE IN CONTENTS FOR MO.(4).. 1813.0 (1) COMPUTATIONS BASED ON THE APRIL 1989 CAPACITY TABLE. (2) BY 24-HOUR CLOCK, TIME IS 2400(MIDN.) OF DAY INDICATED UNLESS OTHERWISE NOTED. AVERAGE FLOW OR CHANGE IN RESERVOIR CONTENTS ARE FOR PERIOD ENDING AT TIME INDICATED. (3) BASED ON PROJECT RECORDS. DOES NOT INCLUDE EVAPORATION LOSSES. (4) BASED ON TOTAL CONTENTS AT BEGINNING AND END OF MONTH. (5) ADJUSTED FOR 25-HOUR DAY (CONVERTING FROM EDT TO EST). RESERVOIR INFLOW COMPUTATIONS (1) SMITH RIVER, VA. PHILPOTT LAKE NOVEMBER 2002 ELEVATION,NGVD29 CHANGE IN CONTENTS FLOW, CFS ________________ __________________ _________ TOTAL (2) GUIDE RESERVOIR CONTENTS ACRE - DAY-SEC-FEET (3) DATE HOUR CURVE LEVEL AF FEET STORED DRAWDOWN OUTFLOW INFLOW __________________________________________________________________________ 971.50 964.42 139959.0 1 971.50 964.47 140088.0 129.0 65. 61. 126 2 971.50 964.49 140139.0 51.0 26. 33. 59 3 971.50 964.52 140216.0 77.0 39. 33. 72 4 971.50 964.56 140319.0 103.0 52. 59. 111 5 971.50 964.62 140473.0 154.0 78. 60. 138 6 971.50 964.70 140679.0 206.0 104. 59. 163 7 971.50 964.71 140705.0 26.0 13. 65. 78 8 971.50 964.74 140782.0 77.0 39. 61. 100 9 971.50 964.75 140808.0 26.0 13. 33. 46 10 971.50 964.80 140936.0 128.0 65. 33. 98 11 971.50 965.72 143329.0 2393.0 1206. 61. 1267 12 971.50 966.59 145618.0 2289.0 1154. 58. 1212 13 971.50 966.95 146568.0 950.0 479. 63. 542 14 971.50 967.11 146995.0 427.0 215. 58. 273 15 971.50 967.22 147290.0 295.0 149. 61. 210 16 971.50 967.57 148228.0 938.0 473. 33. 506 17 971.50 968.08 149597.0 1369.0 690. 33. 723 18 971.50 968.28 150139.0 542.0 273. 58. 331 19 971.50 968.42 150518.0 379.0 191. 76. 267 20 971.50 968.53 150816.0 298.0 150. 59. 209 21 971.50 968.61 151033.0 217.0 109. 59. 168 22 971.50 968.63 151087.0 54.0 27. 60. 87 23 971.50 968.68 151223.0 136.0 69. 32. 101 24 971.50 968.77 151467.0 244.0 123. 30. 153 25 971.50 968.77 151467.0 0.0 0. 58. 58 26 971.50 968.84 151656.0 189.0 95. 59. 154 27 971.50 968.84 151656.0 0.0 0. 59. 59 28 971.50 968.84 151656.0 0.0 0. 59. 59 29 971.50 968.87 151738.0 82.0 41. 56. 97 30 971.50 968.91 151846.0 108.0 54. 32. 86 __________________________________________________________________________ TOTAL FOR MONTH................ 11887.0 5992. 0. 1561. 7553. NET CHANGE IN DAY-SECOND-FEET.. 5993. 5992. 5992. AVERAGE FLOW IN C.F.S.......... 200. 52. 252. CHANGE IN CONTENTS FOR MO.(4).. 11887.0 (1) COMPUTATIONS BASED ON THE APRIL 1989 CAPACITY TABLE. (2) BY 24-HOUR CLOCK, TIME IS 2400(MIDN.) OF DAY INDICATED UNLESS OTHERWISE NOTED. AVERAGE FLOW OR CHANGE IN RESERVOIR CONTENTS ARE FOR PERIOD ENDING AT TIME INDICATED. (3) BASED ON PROJECT RECORDS. DOES NOT INCLUDE EVAPORATION LOSSES. (4) BASED ON TOTAL CONTENTS AT BEGINNING AND END OF MONTH. RESERVOIR INFLOW COMPUTATIONS (1) SMITH RIVER, VA. PHILPOTT LAKE DECEMBER 2002 ELEVATION,NGVD29 CHANGE IN CONTENTS FLOW, CFS ________________ __________________ _________ TOTAL (2) GUIDE RESERVOIR CONTENTS ACRE - DAY-SEC-FEET (3) DATE HOUR CURVE LEVEL AF FEET STORED DRAWDOWN OUTFLOW INFLOW __________________________________________________________________________ 971.50 968.91 151846.0 1 971.50 968.92 151873.0 27.0 14. 32. 46 2 971.50 968.92 151873.0 0.0 0. 83. 83 3 971.50 968.93 151900.0 27.0 14. 30. 44 4 971.50 969.03 152172.0 272.0 137. 28. 165 5 971.50 969.13 152448.0 276.0 139. 28. 167 6 971.50 969.08 152310.0 -138.0 -70. 155. 85 7 971.50 969.12 152420.0 110.0 55. 32. 87 8 971.50 969.15 152502.0 82.0 41. 32. 73 9 971.50 969.16 152530.0 28.0 14. 53. 67 10 971.50 969.17 152557.0 27.0 14. 60. 74 11 971.50 969.42 153245.0 688.0 347. 58. 405 12 971.50 969.59 153713.0 468.0 236. 58. 294 13 971.50 970.01 154868.0 1155.0 582. 46. 628 14 971.50 970.38 155900.0 1032.0 520. 32. 552 15 971.50 970.57 156430.0 530.0 267. 32. 299 16 971.50 970.67 156709.0 279.0 141. 58. 199 17 971.50 970.77 156988.0 279.0 141. 58. 199 18 971.50 970.83 157156.0 168.0 85. 57. 142 19 971.50 970.91 157379.0 223.0 112. 58. 170 20 971.50 971.23 158276.0 897.0 452. 58. 510 21 971.50 971.41 158782.0 506.0 255. 32. 287 22 971.50 971.55 159175.0 393.0 198. 32. 230 23 971.50 971.62 159372.0 197.0 99. 59. 158 24 971.50 971.93 160243.0 871.0 439. 55. 494 25 971.50 972.20 161012.0 769.0 388. 59. 447 26 971.50 972.41 161613.0 601.0 303. 63. 366 27 971.50 972.52 161927.0 314.0 158. 67. 225 28 971.50 972.67 162356.0 429.0 216. 32. 248 29 971.50 972.69 162413.0 57.0 29. 32. 61 30 971.50 972.58 162099.0 -314.0 -158. 501. 343 31 971.50 972.37 161498.0 -601.0 -303. 447. 144 __________________________________________________________________________ TOTAL FOR MONTH................ 9652.0 5396. -531. 2427. 7292. NET CHANGE IN DAY-SECOND-FEET.. 4866. 4865. 4865. AVERAGE FLOW IN C.F.S.......... 157. 78. 235. CHANGE IN CONTENTS FOR MO.(4).. 9652.0 (1) COMPUTATIONS BASED ON THE APRIL 1989 CAPACITY TABLE. (2) BY 24-HOUR CLOCK, TIME IS 2400(MIDN.) OF DAY INDICATED UNLESS OTHERWISE NOTED. AVERAGE FLOW OR CHANGE IN RESERVOIR CONTENTS ARE FOR PERIOD ENDING AT TIME INDICATED. (3) BASED ON PROJECT RECORDS. DOES NOT INCLUDE EVAPORATION LOSSES. (4) BASED ON TOTAL CONTENTS AT BEGINNING AND END OF MONTH. RESERVOIR INFLOW COMPUTATIONS (1) SMITH RIVER, VA. PHILPOTT LAKE JANUARY 2003 ELEVATION,NGVD29 CHANGE IN CONTENTS FLOW, CFS ________________ __________________ _________ TOTAL (2) GUIDE RESERVOIR CONTENTS ACRE - DAY-SEC-FEET (3) DATE HOUR CURVE LEVEL AF FEET STORED DRAWDOWN OUTFLOW INFLOW __________________________________________________________________________ 971.50 972.37 161498.0 1 971.50 972.35 161441.0 -57.0 -29. 461. 432 2 971.50 972.28 161241.0 -200.0 -101. 447. 346 3 971.50 972.30 161298.0 57.0 29. 445. 474 4 971.50 972.52 161927.0 629.0 317. 32. 349 5 971.50 972.68 162385.0 458.0 231. 32. 263 6 971.50 972.75 162585.0 200.0 101. 195. 296 7 971.50 972.75 162585.0 0.0 0. 188. 188 8 971.50 972.64 162270.0 -315.0 -159. 295. 136 9 971.50 972.61 162185.0 -85.0 -43. 302. 259 10 971.50 972.51 161899.0 -286.0 -144. 299. 155 11 971.50 972.58 162099.0 200.0 101. 34. 135 12 971.50 972.63 162242.0 143.0 72. 34. 106 13 971.50 972.57 162070.0 -172.0 -87. 260. 173 14 971.50 972.47 161784.0 -286.0 -144. 266. 122 15 971.50 972.38 161527.0 -257.0 -130. 267. 137 16 971.50 972.28 161241.0 -286.0 -144. 267. 123 17 971.50 972.19 160983.0 -258.0 -130. 267. 137 18 971.50 972.20 161012.0 29.0 15. 35. 50 19 971.50 972.25 161155.0 143.0 72. 34. 106 20 971.50 972.18 160955.0 -200.0 -101. 267. 166 21 971.50 972.08 160669.0 -286.0 -144. 267. 123 22 971.50 971.98 160384.0 -285.0 -144. 267. 123 23 971.50 971.84 159990.0 -394.0 -199. 263. 64 24 971.50 971.74 159709.0 -281.0 -142. 270. 128 25 971.50 971.76 159766.0 57.0 29. 34. 63 26 971.50 971.80 159878.0 112.0 56. 35. 91 27 971.50 971.78 159822.0 -56.0 -28. 198. 170 28 971.50 971.69 159569.0 -253.0 -128. 199. 71 29 971.50 971.67 159513.0 -56.0 -28. 198. 170 30 971.50 971.64 159428.0 -85.0 -43. 211. 168 31 971.50 971.58 159260.0 -168.0 -85. 197. 112 __________________________________________________________________________ TOTAL FOR MONTH................ -2238.0 1023. -2153. 6566. 5436. NET CHANGE IN DAY-SECOND-FEET.. -1128. -1130. 1130. AVERAGE FLOW IN C.F.S.......... -36. 212. 175. CHANGE IN CONTENTS FOR MO.(4).. -2238.0 (1) COMPUTATIONS BASED ON THE APRIL 1989 CAPACITY TABLE. (2) BY 24-HOUR CLOCK, TIME IS 2400(MIDN.) OF DAY INDICATED UNLESS OTHERWISE NOTED. AVERAGE FLOW OR CHANGE IN RESERVOIR CONTENTS ARE FOR PERIOD ENDING AT TIME INDICATED. (3) BASED ON PROJECT RECORDS. DOES NOT INCLUDE EVAPORATION LOSSES. (4) BASED ON TOTAL CONTENTS AT BEGINNING AND END OF MONTH. RESERVOIR INFLOW COMPUTATIONS (1) SMITH RIVER, VA. PHILPOTT LAKE FEBRUARY 2003 ELEVATION,NGVD29 CHANGE IN CONTENTS FLOW, CFS ________________ __________________ _________ TOTAL (2) GUIDE RESERVOIR CONTENTS ACRE - DAY-SEC-FEET (3) DATE HOUR CURVE LEVEL AF FEET STORED DRAWDOWN OUTFLOW INFLOW __________________________________________________________________________ 971.53 971.58 159260.0 1 971.56 971.59 159288.0 28.0 14. 35. 49 2 971.59 971.66 159485.0 197.0 99. 35. 134 3 971.62 971.62 159372.0 -113.0 -57. 199. 142 4 971.65 971.62 159372.0 0.0 0. 199. 199 5 971.68 971.59 159288.0 -84.0 -42. 204. 162 6 971.71 971.55 159175.0 -113.0 -57. 204. 147 7 971.74 971.52 159091.0 -84.0 -42. 204. 162 8 971.76 971.56 159204.0 113.0 57. 35. 92 9 971.79 971.62 159372.0 168.0 85. 34. 119 10 971.82 971.57 159232.0 -140.0 -71. 204. 133 11 971.85 971.49 159007.0 -225.0 -113. 204. 91 12 971.88 971.44 158866.0 -141.0 -71. 204. 133 13 971.91 971.38 158698.0 -168.0 -85. 203. 118 14 971.94 971.33 158557.0 -141.0 -71. 229. 158 15 971.97 971.60 159316.0 759.0 383. 35. 418 16 972.01 972.09 160697.0 1381.0 696. 33. 729 17 972.05 972.27 161212.0 515.0 260. 63. 323 18 972.09 972.40 161584.0 372.0 188. 92. 280 19 972.13 972.51 161899.0 315.0 159. 106. 265 20 972.17 972.67 162356.0 457.0 230. 92. 322 21 972.21 973.02 163358.0 1002.0 505. 89. 594 22 972.26 976.08 172310.0 8952.0 4513. 32. 4545 23 972.30 977.16 175555.0 3245.0 1636. 444. 2080 24 972.34 976.87 174680.0 -875.0 -441. 1256. 815 25 972.38 976.38 173210.0 -1470.0 -741. 1262. 521 26 972.42 975.83 171567.0 -1643.0 -828. 1270. 442 27 972.46 975.37 170205.0 -1362.0 -687. 1274. 587 28 972.50 974.75 168380.0 -1825.0 -920. 1277. 357 __________________________________________________________________________ TOTAL FOR MONTH................ 9120.0 8825. -4226. 9518. 14117. NET CHANGE IN DAY-SECOND-FEET.. 4598. 4599. 4599. AVERAGE FLOW IN C.F.S.......... 164. 340. 504. CHANGE IN CONTENTS FOR MO.(4).. 9120.0 (1) COMPUTATIONS BASED ON THE APRIL 1989 CAPACITY TABLE. (2) BY 24-HOUR CLOCK, TIME IS 2400(MIDN.) OF DAY INDICATED UNLESS OTHERWISE NOTED. AVERAGE FLOW OR CHANGE IN RESERVOIR CONTENTS ARE FOR PERIOD ENDING AT TIME INDICATED. (3) BASED ON PROJECT RECORDS. DOES NOT INCLUDE EVAPORATION LOSSES. (4) BASED ON TOTAL CONTENTS AT BEGINNING AND END OF MONTH. RESERVOIR INFLOW COMPUTATIONS (1) SMITH RIVER, VA. PHILPOTT LAKE MARCH 2003 ELEVATION,NGVD29 CHANGE IN CONTENTS FLOW, CFS ________________ __________________ _________ TOTAL (2) GUIDE RESERVOIR CONTENTS ACRE - DAY-SEC-FEET (3) DATE HOUR CURVE LEVEL AF FEET STORED DRAWDOWN OUTFLOW INFLOW __________________________________________________________________________ 971.53 974.75 168380.0 1 971.56 974.78 168468.0 88.0 44. 34. 78 2 971.59 974.79 168497.0 29.0 15. 32. 47 3 971.62 974.79 168497.0 0.0 0. 595. 595 4 971.65 974.79 168497.0 0.0 0. 585. 585 5 971.68 974.90 168818.0 321.0 162. 586. 748 6 971.71 974.75 168380.0 -438.0 -221. 592. 371 7 971.74 974.58 167884.0 -496.0 -250. 590. 340 8 971.76 974.58 167884.0 0.0 0. 32. 32 9 971.79 974.62 168000.0 116.0 58. 32. 90 10 971.82 974.68 168176.0 176.0 89. 549. 638 11 971.85 974.46 167533.0 -643.0 -324. 588. 264 12 971.88 974.22 166832.0 -701.0 -353. 599. 246 13 971.91 973.96 166074.0 -758.0 -382. 592. 210 14 971.94 973.68 165265.0 -809.0 -408. 640. 232 15 971.97 973.80 165612.0 347.0 175. 32. 207 16 972.00 974.18 166716.0 1104.0 557. 32. 589 17 972.04 974.25 166920.0 204.0 103. 375. 478 18 972.07 974.25 166920.0 0.0 0. 376. 376 19 972.10 974.29 167037.0 117.0 59. 376. 435 20 972.14 975.89 171744.0 4707.0 2373. 23. 2396 21 972.17 976.22 172730.0 986.0 497. 649. 1146 22 972.20 975.81 171508.0 -1222.0 -616. 1252. 636 23 972.24 975.30 169998.0 -1510.0 -761. 1255. 494 24 972.27 974.71 168263.0 -1735.0 -875. 1259. 384 25 972.30 974.48 167592.0 -671.0 -338. 649. 311 26 972.33 974.50 167650.0 58.0 29. 374. 403 27 972.37 974.46 167533.0 -117.0 -59. 374. 315 28 972.40 974.43 167446.0 -87.0 -44. 350. 306 29 972.43 974.65 168088.0 642.0 324. 32. 356 30 972.47 975.12 169465.0 1377.0 694. 32. 726 31 972.50 975.27 169909.0 444.0 224. 285. 509 __________________________________________________________________________ TOTAL FOR MONTH................ 1529.0 5403. -4631. 13771. 14543. NET CHANGE IN DAY-SECOND-FEET.. 771. 772. 772. AVERAGE FLOW IN C.F.S.......... 25. 444. 469. CHANGE IN CONTENTS FOR MO.(4).. 1529.0 (1) COMPUTATIONS BASED ON THE APRIL 1989 CAPACITY TABLE. (2) BY 24-HOUR CLOCK, TIME IS 2400(MIDN.) OF DAY INDICATED UNLESS OTHERWISE NOTED. AVERAGE FLOW OR CHANGE IN RESERVOIR CONTENTS ARE FOR PERIOD ENDING AT TIME INDICATED. (3) BASED ON PROJECT RECORDS. DOES NOT INCLUDE EVAPORATION LOSSES. (4) BASED ON TOTAL CONTENTS AT BEGINNING AND END OF MONTH. RESERVOIR INFLOW COMPUTATIONS (1) SMITH RIVER, VA. PHILPOTT LAKE APRIL 2003 ELEVATION,NGVD29 CHANGE IN CONTENTS FLOW, CFS ________________ __________________ _________ TOTAL (2) GUIDE RESERVOIR CONTENTS ACRE - DAY-SEC-FEET (3) DATE HOUR CURVE LEVEL AF FEET STORED DRAWDOWN OUTFLOW INFLOW __________________________________________________________________________ 973.50 975.27 169909.0 1 973.50 975.59 170856.0 947.0 477. 292. 769 2 973.50 975.65 171034.0 178.0 90. 296. 386 3 973.50 975.49 170560.0 -474.0 -239. 624. 385 4 973.50 975.30 169998.0 -562.0 -283. 602. 319 5 973.50 975.49 170560.0 562.0 283. 31. 314 6 973.50 975.66 171064.0 504.0 265.(5) 32. 297 7 973.50 975.73 171271.0 207.0 104. 612. 716 8 973.50 975.76 171360.0 89.0 45. 610. 655 9 973.50 976.16 172550.0 1190.0 600. 607. 1207 10 973.50 977.41 176312.0 3762.0 1897. 1001. 2898 11 973.50 977.80 177494.0 1182.0 596. 1243. 1839 12 973.50 977.60 176888.0 -606.0 -306. 1259. 953 13 973.50 977.22 175737.0 -1151.0 -580. 1270. 690 14 973.50 976.74 174290.0 -1447.0 -730. 1272. 542 15 973.50 976.23 172760.0 -1530.0 -771. 1274. 503 16 973.50 975.68 171123.0 -1637.0 -825. 1277. 452 17 973.50 975.10 169406.0 -1717.0 -866. 1280. 414 18 973.50 974.80 168526.0 -880.0 -444. 1284. 840 19 973.50 975.52 170649.0 2123.0 1070. 32. 1102 20 973.50 975.96 171952.0 1303.0 657. 32. 689 21 973.50 976.08 172310.0 358.0 180. 445. 625 22 973.50 976.09 172340.0 30.0 15. 493. 508 23 973.50 975.56 170768.0 -1572.0 -793. 1251. 458 24 973.50 975.01 169140.0 -1628.0 -821. 1253. 432 25 973.50 974.46 167533.0 -1607.0 -810. 1256. 446 26 973.50 974.87 168730.0 1197.0 603. 33. 636 27 973.50 975.18 169643.0 913.0 460. 32. 492 28 973.50 975.06 169288.0 -355.0 -179. 599. 420 29 973.50 974.92 168876.0 -412.0 -208. 599. 391 30 973.50 974.61 167971.0 -905.0 -456. 907. 451 __________________________________________________________________________ TOTAL FOR MONTH................ -1938.0 7342. -8311. 21798. 20829. NET CHANGE IN DAY-SECOND-FEET.. -969. -969. 969. AVERAGE FLOW IN C.F.S.......... -32. 727. 694. CHANGE IN CONTENTS FOR MO.(4).. -1938.0 (1) COMPUTATIONS BASED ON THE APRIL 1989 CAPACITY TABLE. (2) BY 24-HOUR CLOCK, TIME IS 2400(MIDN.) OF DAY INDICATED UNLESS OTHERWISE NOTED. AVERAGE FLOW OR CHANGE IN RESERVOIR CONTENTS ARE FOR PERIOD ENDING AT TIME INDICATED. (3) BASED ON PROJECT RECORDS. DOES NOT INCLUDE EVAPORATION LOSSES. (4) BASED ON TOTAL CONTENTS AT BEGINNING AND END OF MONTH. (5) ADJUSTED FOR 23-HOUR DAY (CONVERTING FROM EST TO EDT). RESERVOIR INFLOW COMPUTATIONS (1) SMITH RIVER, VA. PHILPOTT LAKE MAY 2003 ELEVATION,NGVD29 CHANGE IN CONTENTS FLOW, CFS ________________ __________________ _________ TOTAL (2) GUIDE RESERVOIR CONTENTS ACRE - DAY-SEC-FEET (3) DATE HOUR CURVE LEVEL AF FEET STORED DRAWDOWN OUTFLOW INFLOW __________________________________________________________________________ 973.50 974.61 167971.0 1 973.50 974.37 167270.0 -701.0 -353. 753. 400 2 973.50 974.10 166482.0 -788.0 -397. 755. 358 3 973.50 974.50 167650.0 1168.0 589. 32. 621 4 973.50 975.00 169110.0 1460.0 736. 32. 768 5 973.50 975.13 169495.0 385.0 194. 336. 530 6 973.50 974.81 168555.0 -940.0 -474. 953. 479 7 973.50 974.42 167416.0 -1139.0 -574. 962. 388 8 973.50 974.03 166278.0 -1138.0 -574. 961. 387 9 973.50 973.60 165034.0 -1244.0 -627. 961. 334 10 973.50 973.84 165728.0 694.0 350. 32. 382 11 973.50 974.06 166365.0 637.0 321. 32. 353 12 973.50 973.95 166046.0 -319.0 -161. 449. 288 13 973.50 973.83 165699.0 -347.0 -175. 450. 275 14 973.50 973.70 165323.0 -376.0 -190. 448. 258 15 973.50 973.65 165178.0 -145.0 -73. 452. 379 16 973.50 973.58 164976.0 -202.0 -102. 447. 345 17 973.50 973.78 165554.0 578.0 291. 32. 323 18 973.50 974.09 166453.0 899.0 453. 32. 485 19 973.50 974.26 166949.0 496.0 250. 195. 445 20 973.50 974.39 167329.0 380.0 192. 195. 387 21 973.50 974.15 166628.0 -701.0 -353. 756. 403 22 973.50 973.96 166074.0 -554.0 -279. 757. 478 23 973.50 973.82 165670.0 -404.0 -204. 757. 553 24 973.50 974.10 166482.0 812.0 409. 32. 441 25 973.50 974.41 167387.0 905.0 456. 32. 488 26 973.50 974.73 168322.0 935.0 471. 292. 763 27 973.50 974.99 169081.0 759.0 383. 292. 675 28 973.50 974.96 168993.0 -88.0 -44. 543. 499 29 973.50 974.70 168234.0 -759.0 -383. 848. 465 30 973.50 974.38 167300.0 -934.0 -471. 854. 383 31 973.50 974.63 168030.0 730.0 368. 32. 400 __________________________________________________________________________ TOTAL FOR MONTH................ 59.0 5463. -5434. 13704. 13733. NET CHANGE IN DAY-SECOND-FEET.. 30. 29. 29. AVERAGE FLOW IN C.F.S.......... 1. 442. 443. CHANGE IN CONTENTS FOR MO.(4).. 59.0 (1) COMPUTATIONS BASED ON THE APRIL 1989 CAPACITY TABLE. (2) BY 24-HOUR CLOCK, TIME IS 2400(MIDN.) OF DAY INDICATED UNLESS OTHERWISE NOTED. AVERAGE FLOW OR CHANGE IN RESERVOIR CONTENTS ARE FOR PERIOD ENDING AT TIME INDICATED. (3) BASED ON PROJECT RECORDS. DOES NOT INCLUDE EVAPORATION LOSSES. (4) BASED ON TOTAL CONTENTS AT BEGINNING AND END OF MONTH. RESERVOIR INFLOW COMPUTATIONS (1) SMITH RIVER, VA. PHILPOTT LAKE JUNE 2003 ELEVATION,NGVD29 CHANGE IN CONTENTS FLOW, CFS ________________ __________________ _________ TOTAL (2) GUIDE RESERVOIR CONTENTS ACRE - DAY-SEC-FEET (3) DATE HOUR CURVE LEVEL AF FEET STORED DRAWDOWN OUTFLOW INFLOW __________________________________________________________________________ 973.50 974.63 168030.0 1 973.50 974.80 168526.0 496.0 250. 32. 282 2 973.50 974.49 167621.0 -905.0 -456. 753. 297 3 973.50 974.23 166862.0 -759.0 -383. 755. 372 4 973.50 974.02 166248.0 -614.0 -310. 756. 446 5 973.50 973.81 165641.0 -607.0 -306. 756. 450 6 973.50 973.52 164803.0 -838.0 -422. 757. 335 7 973.50 974.40 167358.0 2555.0 1288. 32. 1320 8 973.50 975.04 169228.0 1870.0 943. 32. 975 9 973.50 975.79 171448.0 2220.0 1119. 592. 1711 10 973.50 975.42 170353.0 -1095.0 -552. 1238. 686 11 973.50 975.14 169524.0 -829.0 -418. 1059. 641 12 973.50 975.09 169376.0 -148.0 -75. 1256. 1181 13 973.50 974.94 168935.0 -441.0 -222. 1254. 1032 14 973.50 975.44 170412.0 1477.0 745. 33. 778 15 973.50 975.97 171981.0 1569.0 791. 32. 823 16 973.50 976.25 172820.0 839.0 423. 583. 1006 17 973.50 976.40 173270.0 450.0 227. 1244. 1471 18 973.50 976.37 173180.0 -90.0 -45. 1251. 1206 19 973.50 977.09 175343.0 2163.0 1091. 1243. 2334 20 973.50 976.98 175010.0 -333.0 -168. 1239. 1071 21 973.50 976.63 173960.0 -1050.0 -529. 1248. 719 22 973.50 976.23 172760.0 -1200.0 -605. 1251. 646 23 973.50 975.74 171300.0 -1460.0 -736. 1254. 518 24 973.50 975.60 170886.0 -414.0 -209. 703. 494 25 973.50 975.07 169317.0 -1569.0 -791. 1236. 445 26 973.50 974.50 167650.0 -1667.0 -840. 1256. 416 27 973.50 973.92 165959.0 -1691.0 -853. 1264. 411 28 973.50 974.14 166599.0 640.0 323. 33. 356 29 973.50 974.36 167241.0 642.0 324. 32. 356 30 973.50 974.39 167329.0 88.0 44. 348. 392 __________________________________________________________________________ TOTAL FOR MONTH................ -701.0 7568. -7920. 23522. 23170. NET CHANGE IN DAY-SECOND-FEET.. -353. -352. 352. AVERAGE FLOW IN C.F.S.......... -12. 784. 772. CHANGE IN CONTENTS FOR MO.(4).. -701.0 (1) COMPUTATIONS BASED ON THE APRIL 1989 CAPACITY TABLE. (2) BY 24-HOUR CLOCK, TIME IS 2400(MIDN.) OF DAY INDICATED UNLESS OTHERWISE NOTED. AVERAGE FLOW OR CHANGE IN RESERVOIR CONTENTS ARE FOR PERIOD ENDING AT TIME INDICATED. (3) BASED ON PROJECT RECORDS. DOES NOT INCLUDE EVAPORATION LOSSES. (4) BASED ON TOTAL CONTENTS AT BEGINNING AND END OF MONTH. RESERVOIR INFLOW COMPUTATIONS (1) SMITH RIVER, VA. PHILPOTT LAKE JULY 2003 ELEVATION,NGVD29 CHANGE IN CONTENTS FLOW, CFS ________________ __________________ _________ TOTAL (2) GUIDE RESERVOIR CONTENTS ACRE - DAY-SEC-FEET (3) DATE HOUR CURVE LEVEL AF FEET STORED DRAWDOWN OUTFLOW INFLOW __________________________________________________________________________ 973.50 974.39 167329.0 1 973.50 974.44 167475.0 146.0 74. 447. 521 2 973.50 975.15 169554.0 2079.0 1048. 653. 1701 3 973.50 975.45 170442.0 888.0 448. 747. 1195 4 973.50 975.05 169258.0 -1184.0 -597. 1246. 649 5 973.50 974.57 167854.0 -1404.0 -708. 1255. 547 6 973.50 974.25 166920.0 -934.0 -471. 1267. 796 7 973.50 973.99 166161.0 -759.0 -383. 959. 576 8 973.50 973.99 166161.0 0.0 0. 453. 453 9 973.50 973.99 166161.0 0.0 0. 444. 444 10 973.50 973.97 166103.0 -58.0 -29. 448. 419 11 973.50 973.93 165988.0 -115.0 -58. 445. 387 12 973.50 974.14 166599.0 611.0 308. 31. 339 13 973.50 974.49 167621.0 1022.0 515. 32. 547 14 973.50 974.60 167942.0 321.0 162. 447. 609 15 973.50 974.58 167884.0 -58.0 -29. 445. 416 16 973.50 974.53 167738.0 -146.0 -74. 445. 371 17 973.50 974.46 167533.0 -205.0 -103. 446. 343 18 973.50 974.39 167329.0 -204.0 -103. 446. 343 19 973.50 974.61 167971.0 642.0 324. 32. 356 20 973.50 974.80 168526.0 555.0 280. 32. 312 21 973.50 974.70 168234.0 -292.0 -147. 444. 297 22 973.50 974.61 167971.0 -263.0 -133. 465. 332 23 973.50 974.53 167738.0 -233.0 -117. 470. 353 24 973.50 974.42 167416.0 -322.0 -162. 447. 285 25 973.50 974.29 167037.0 -379.0 -191. 448. 257 26 973.50 974.43 167446.0 409.0 206. 32. 238 27 973.50 974.56 167825.0 379.0 191. 32. 223 28 973.50 974.48 167592.0 -233.0 -117. 447. 330 29 973.50 974.36 167241.0 -351.0 -177. 447. 270 30 973.50 974.29 167037.0 -204.0 -103. 448. 345 31 973.50 974.30 167066.0 29.0 15. 448. 463 __________________________________________________________________________ TOTAL FOR MONTH................ -263.0 3571. -3702. 14848. 14717. NET CHANGE IN DAY-SECOND-FEET.. -133. -131. 131. AVERAGE FLOW IN C.F.S.......... -4. 479. 475. CHANGE IN CONTENTS FOR MO.(4).. -263.0 (1) COMPUTATIONS BASED ON THE APRIL 1989 CAPACITY TABLE. (2) BY 24-HOUR CLOCK, TIME IS 2400(MIDN.) OF DAY INDICATED UNLESS OTHERWISE NOTED. AVERAGE FLOW OR CHANGE IN RESERVOIR CONTENTS ARE FOR PERIOD ENDING AT TIME INDICATED. (3) BASED ON PROJECT RECORDS. DOES NOT INCLUDE EVAPORATION LOSSES. (4) BASED ON TOTAL CONTENTS AT BEGINNING AND END OF MONTH. RESERVOIR INFLOW COMPUTATIONS (1) SMITH RIVER, VA. PHILPOTT LAKE AUGUST 2003 ELEVATION,NGVD29 CHANGE IN CONTENTS FLOW, CFS ________________ __________________ _________ TOTAL (2) GUIDE RESERVOIR CONTENTS ACRE - DAY-SEC-FEET (3) DATE HOUR CURVE LEVEL AF FEET STORED DRAWDOWN OUTFLOW INFLOW __________________________________________________________________________ 973.50 974.30 167066.0 1 973.47 974.27 166978.0 -88.0 -44. 448. 404 2 973.43 974.59 167913.0 935.0 471. 32. 503 3 973.40 974.83 168614.0 701.0 353. 31. 384 4 973.37 974.66 168117.0 -497.0 -251. 548. 297 5 973.33 974.78 168468.0 351.0 177. 548. 725 6 973.30 974.73 168322.0 -146.0 -74. 548. 474 7 973.27 974.71 168263.0 -59.0 -30. 548. 518 8 973.23 974.91 168847.0 584.0 294. 548. 842 9 973.20 975.87 171685.0 2838.0 1431. 34. 1465 10 973.17 976.49 173540.0 1855.0 935. 29. 964 11 973.13 976.58 173810.0 270.0 136. 806. 942 12 973.10 976.12 172430.0 -1380.0 -696. 1253. 557 13 973.07 975.60 170886.0 -1544.0 -778. 1248. 470 14 973.03 975.08 169347.0 -1539.0 -776. 1252. 476 15 973.00 974.52 167708.0 -1639.0 -826. 1260. 434 16 972.97 974.75 168380.0 672.0 339. 32. 371 17 972.94 974.97 169022.0 642.0 324. 32. 356 18 972.91 974.74 168351.0 -671.0 -338. 654. 316 19 972.88 974.50 167650.0 -701.0 -353. 654. 301 20 972.84 974.26 166949.0 -701.0 -353. 656. 303 21 972.81 974.01 166219.0 -730.0 -368. 656. 288 22 972.78 973.76 165496.0 -723.0 -365. 657. 292 23 972.75 973.91 165930.0 434.0 219. 32. 251 24 972.72 974.05 166336.0 406.0 205. 32. 237 25 972.69 973.85 165757.0 -579.0 -292. 554. 262 26 972.66 973.63 165121.0 -636.0 -321. 555. 234 27 972.62 973.40 164456.0 -665.0 -335. 555. 220 28 972.59 973.17 163791.0 -665.0 -335. 556. 221 29 972.56 973.04 163416.0 -375.0 -189. 556. 367 30 972.53 973.19 163849.0 433.0 218. 32. 250 31 972.50 973.40 164456.0 607.0 306. 32. 338 __________________________________________________________________________ TOTAL FOR MONTH................ -2610.0 5408. -6724. 15378. 14062. NET CHANGE IN DAY-SECOND-FEET.. -1316. -1316. 1316. AVERAGE FLOW IN C.F.S.......... -42. 496. 454. CHANGE IN CONTENTS FOR MO.(4).. -2610.0 (1) COMPUTATIONS BASED ON THE APRIL 1989 CAPACITY TABLE. (2) BY 24-HOUR CLOCK, TIME IS 2400(MIDN.) OF DAY INDICATED UNLESS OTHERWISE NOTED. AVERAGE FLOW OR CHANGE IN RESERVOIR CONTENTS ARE FOR PERIOD ENDING AT TIME INDICATED. (3) BASED ON PROJECT RECORDS. DOES NOT INCLUDE EVAPORATION LOSSES. (4) BASED ON TOTAL CONTENTS AT BEGINNING AND END OF MONTH. RESERVOIR INFLOW COMPUTATIONS (1) SMITH RIVER, VA. PHILPOTT LAKE SEPTEMBER 2003 ELEVATION,NGVD29 CHANGE IN CONTENTS FLOW, CFS ________________ __________________ _________ TOTAL (2) GUIDE RESERVOIR CONTENTS ACRE - DAY-SEC-FEET (3) DATE HOUR CURVE LEVEL AF FEET STORED DRAWDOWN OUTFLOW INFLOW __________________________________________________________________________ 972.41 973.40 164456.0 1 972.38 973.36 164340.0 -116.0 -58. 349. 291 2 972.36 973.28 164109.0 -231.0 -116. 350. 234 3 972.33 973.22 163936.0 -173.0 -87. 349. 262 4 972.30 973.22 163936.0 0.0 0. 348. 348 5 972.27 973.15 163733.0 -203.0 -102. 348. 246 6 972.25 973.27 164080.0 347.0 175. 32. 207 7 972.22 973.39 164427.0 347.0 175. 32. 207 8 972.19 973.22 163936.0 -491.0 -248. 450. 202 9 972.16 973.04 163416.0 -520.0 -262. 450. 188 10 972.14 972.86 162900.0 -516.0 -260. 450. 190 11 972.11 972.67 162356.0 -544.0 -274. 451. 177 12 972.08 972.48 161813.0 -543.0 -274. 452. 178 13 972.05 972.59 162127.0 314.0 158. 31. 189 14 972.03 972.72 162499.0 372.0 188. 32. 220 15 972.00 972.62 162213.0 -286.0 -144. 350. 206 16 971.93 972.51 161899.0 -314.0 -158. 350. 192 17 971.87 972.38 161527.0 -372.0 -188. 350. 162 18 971.80 972.44 161698.0 171.0 86. 350. 436 19 971.73 972.40 161584.0 -114.0 -57. 367. 310 20 971.67 972.50 161870.0 286.0 144. 32. 176 21 971.60 972.60 162156.0 286.0 144. 32. 176 22 971.53 972.67 162356.0 200.0 101. 247. 348 23 971.47 973.01 163329.0 973.0 491. 245. 736 24 971.40 973.02 163358.0 29.0 15. 249. 264 25 971.33 973.00 163300.0 -58.0 -29. 250. 221 26 971.27 972.97 163214.0 -86.0 -43. 250. 207 27 971.20 973.10 163589.0 375.0 189. 32. 221 28 971.13 973.25 164023.0 434.0 219. 32. 251 29 971.07 972.88 162957.0 -1066.0 -537. 714. 177 30 971.00 972.49 161841.0 -1116.0 -563. 721. 158 __________________________________________________________________________ TOTAL FOR MONTH................ -2615.0 2085. -3400. 8695. 7380. NET CHANGE IN DAY-SECOND-FEET.. -1318. -1315. 1315. AVERAGE FLOW IN C.F.S.......... -44. 290. 246. CHANGE IN CONTENTS FOR MO.(4).. -2615.0 (1) COMPUTATIONS BASED ON THE APRIL 1989 CAPACITY TABLE. (2) BY 24-HOUR CLOCK, TIME IS 2400(MIDN.) OF DAY INDICATED UNLESS OTHERWISE NOTED. AVERAGE FLOW OR CHANGE IN RESERVOIR CONTENTS ARE FOR PERIOD ENDING AT TIME INDICATED. (3) BASED ON PROJECT RECORDS. DOES NOT INCLUDE EVAPORATION LOSSES. (4) BASED ON TOTAL CONTENTS AT BEGINNING AND END OF MONTH. RESERVOIR INFLOW COMPUTATIONS (1) SMITH RIVER, VA. PHILPOTT LAKE OCTOBER 2003 ELEVATION,NGVD29 CHANGE IN CONTENTS FLOW, CFS ________________ __________________ _________ TOTAL (2) GUIDE RESERVOIR CONTENTS ACRE - DAY-SEC-FEET (3) DATE HOUR CURVE LEVEL AF FEET STORED DRAWDOWN OUTFLOW INFLOW __________________________________________________________________________ 971.50 972.49 161841.0 1 971.50 972.10 160726.0 -1115.0 -562. 723. 161 2 971.50 971.70 159597.0 -1129.0 -569. 723. 154 3 971.50 971.29 158445.0 -1152.0 -581. 724. 143 4 971.50 971.35 158614.0 169.0 85. 32. 117 5 971.50 971.43 158838.0 224.0 113. 32. 145 6 971.50 971.41 158782.0 -56.0 -28. 190. 162 7 971.50 971.40 158754.0 -28.0 -14. 190. 176 8 971.50 971.37 158670.0 -84.0 -42. 196. 154 9 971.50 971.40 158754.0 84.0 42. 197. 239 10 971.50 971.43 158838.0 84.0 42. 197. 239 11 971.50 971.53 159119.0 281.0 142. 31. 173 12 971.50 971.63 159400.0 281.0 142. 32. 174 13 971.50 971.62 159372.0 -28.0 -14. 197. 183 14 971.50 971.68 159541.0 169.0 85. 197. 282 15 971.50 971.67 159513.0 -28.0 -14. 192. 178 16 971.50 971.65 159456.0 -57.0 -29. 196. 167 17 971.50 971.62 159372.0 -84.0 -42. 196. 154 18 971.50 971.70 159597.0 225.0 113. 29. 142 19 971.50 971.80 159878.0 281.0 142. 29. 171 20 971.50 971.74 159709.0 -169.0 -85. 247. 162 21 971.50 971.68 159541.0 -168.0 -85. 247. 162 22 971.50 971.59 159288.0 -253.0 -128. 247. 119 23 971.50 971.53 159119.0 -169.0 -85. 247. 162 24 971.50 971.49 159007.0 -112.0 -56. 203. 147 25 971.50 971.54 159147.0 140.0 71. 31. 102 26 971.50 971.69 159569.0 422.0 204.(5) 29. 233 27 971.50 971.80 159878.0 309.0 156. 214. 370 28 971.50 971.82 159934.0 56.0 28. 194. 222 29 971.50 971.81 159906.0 -28.0 -14. 194. 180 30 971.50 971.80 159878.0 -28.0 -14. 194. 180 31 971.50 971.77 159794.0 -84.0 -42. 193. 151 __________________________________________________________________________ TOTAL FOR MONTH................ -2047.0 1365. -2404. 6543. 5504. NET CHANGE IN DAY-SECOND-FEET.. -1039. -1039. 1039. AVERAGE FLOW IN C.F.S.......... -34. 211. 178. CHANGE IN CONTENTS FOR MO.(4).. -2047.0 (1) COMPUTATIONS BASED ON THE APRIL 1989 CAPACITY TABLE. (2) BY 24-HOUR CLOCK, TIME IS 2400(MIDN.) OF DAY INDICATED UNLESS OTHERWISE NOTED. AVERAGE FLOW OR CHANGE IN RESERVOIR CONTENTS ARE FOR PERIOD ENDING AT TIME INDICATED. (3) BASED ON PROJECT RECORDS. DOES NOT INCLUDE EVAPORATION LOSSES. (4) BASED ON TOTAL CONTENTS AT BEGINNING AND END OF MONTH. (5) ADJUSTED FOR 25-HOUR DAY (CONVERTING FROM EDT TO EST). RESERVOIR INFLOW COMPUTATIONS (1) SMITH RIVER, VA. PHILPOTT LAKE NOVEMBER 2003 ELEVATION,NGVD29 CHANGE IN CONTENTS FLOW, CFS ________________ __________________ _________ TOTAL (2) GUIDE RESERVOIR CONTENTS ACRE - DAY-SEC-FEET (3) DATE HOUR CURVE LEVEL AF FEET STORED DRAWDOWN OUTFLOW INFLOW __________________________________________________________________________ 971.50 971.77 159794.0 1 971.50 971.86 160047.0 253.0 128. 29. 157 2 971.50 971.95 160300.0 253.0 128. 30. 158 3 971.50 971.83 159962.0 -338.0 -170. 347. 177 4 971.50 971.69 159569.0 -393.0 -198. 348. 150 5 971.50 971.59 159288.0 -281.0 -142. 350. 208 6 971.50 971.86 160047.0 759.0 383. 350. 733 7 971.50 971.87 160075.0 28.0 14. 360. 374 8 971.50 972.00 160440.0 365.0 184. 29. 213 9 971.50 972.10 160726.0 286.0 144. 29. 173 10 971.50 972.10 160726.0 0.0 0. 203. 203 11 971.50 972.09 160697.0 -29.0 -15. 202. 187 12 971.50 972.13 160812.0 115.0 58. 200. 258 13 971.50 972.15 160869.0 57.0 29. 200. 229 14 971.50 972.07 160640.0 -229.0 -115. 200. 85 15 971.50 972.21 161041.0 401.0 202. 30. 232 16 971.50 972.35 161441.0 400.0 202. 30. 232 17 971.50 972.34 161412.0 -29.0 -15. 229. 214 18 971.50 972.30 161298.0 -114.0 -57. 280. 223 19 971.50 973.79 165583.0 4285.0 2160. 255. 2415 20 971.50 974.15 166628.0 1045.0 527. 254. 781 21 971.50 974.30 167066.0 438.0 221. 242. 463 22 971.50 974.50 167650.0 584.0 294. 29. 323 23 971.50 974.69 168205.0 555.0 280. 29. 309 24 971.50 974.25 166920.0 -1285.0 -648. 1010. 362 25 971.50 973.79 165583.0 -1337.0 -674. 961. 287 26 971.50 973.29 164138.0 -1445.0 -729. 963. 234 27 971.50 972.79 162699.0 -1439.0 -725. 966. 241 28 971.50 972.39 161555.0 -1144.0 -577. 969. 392 29 971.50 972.57 162070.0 515.0 260. 29. 289 30 971.50 972.71 162471.0 401.0 202. 58. 260 __________________________________________________________________________ TOTAL FOR MONTH................ 2677.0 5416. -4065. 9211. 10562. NET CHANGE IN DAY-SECOND-FEET.. 1350. 1351. 1351. AVERAGE FLOW IN C.F.S.......... 45. 307. 352. CHANGE IN CONTENTS FOR MO.(4).. 2677.0 (1) COMPUTATIONS BASED ON THE APRIL 1989 CAPACITY TABLE. (2) BY 24-HOUR CLOCK, TIME IS 2400(MIDN.) OF DAY INDICATED UNLESS OTHERWISE NOTED. AVERAGE FLOW OR CHANGE IN RESERVOIR CONTENTS ARE FOR PERIOD ENDING AT TIME INDICATED. (3) BASED ON PROJECT RECORDS. DOES NOT INCLUDE EVAPORATION LOSSES. (4) BASED ON TOTAL CONTENTS AT BEGINNING AND END OF MONTH. RESERVOIR INFLOW COMPUTATIONS (1) SMITH RIVER, VA. PHILPOTT LAKE DECEMBER 2003 ELEVATION,NGVD29 CHANGE IN CONTENTS FLOW, CFS ________________ __________________ _________ TOTAL (2) GUIDE RESERVOIR CONTENTS ACRE - DAY-SEC-FEET (3) DATE HOUR CURVE LEVEL AF FEET STORED DRAWDOWN OUTFLOW INFLOW __________________________________________________________________________ 971.50 972.71 162471.0 1 971.50 972.51 161899.0 -572.0 -288. 533. 245 2 971.50 972.35 161441.0 -458.0 -231. 461. 230 3 971.50 972.09 160697.0 -744.0 -375. 581. 206 4 971.50 972.02 160497.0 -200.0 -101. 516. 415 5 971.50 971.93 160243.0 -254.0 -128. 515. 387 6 971.50 972.15 160869.0 626.0 316. 29. 345 7 971.50 972.35 161441.0 572.0 288. 30. 318 8 971.50 972.43 161670.0 229.0 115. 195. 310 9 971.50 972.49 161841.0 171.0 86. 195. 281 10 971.50 973.27 164080.0 2239.0 1129. 194. 1323 11 971.50 973.99 166161.0 2081.0 1049. 193. 1242 12 971.50 973.80 165612.0 -549.0 -277. 859. 582 13 971.50 973.55 164889.0 -723.0 -365. 860. 495 14 971.50 973.34 164283.0 -606.0 -306. 862. 556 15 971.50 973.03 163387.0 -896.0 -452. 857. 405 16 971.50 973.00 163300.0 -87.0 -44. 462. 418 17 971.50 973.10 163589.0 289.0 146. 468. 614 18 971.50 973.25 164023.0 434.0 219. 299. 518 19 971.50 973.51 164774.0 751.0 379. 29. 408 20 971.50 973.72 165381.0 607.0 306. 29. 335 21 971.50 973.90 165901.0 520.0 262. 29. 291 22 971.50 974.10 166482.0 581.0 293. 29. 322 23 971.50 974.30 167066.0 584.0 294. 29. 323 24 971.50 974.49 167621.0 555.0 280. 29. 309 25 971.50 974.29 167037.0 -584.0 -294. 588. 294 26 971.50 974.10 166482.0 -555.0 -280. 582. 302 27 971.50 974.24 166891.0 409.0 206. 29. 235 28 971.50 974.33 167154.0 263.0 133. 147. 280 29 971.50 973.90 165901.0 -1253.0 -632. 882. 250 30 971.50 973.46 164629.0 -1272.0 -641. 935. 294 31 971.50 972.95 163157.0 -1472.0 -742. 968. 226 __________________________________________________________________________ TOTAL FOR MONTH................ 686.0 5501. -5156. 12414. 12759. NET CHANGE IN DAY-SECOND-FEET.. 346. 345. 345. AVERAGE FLOW IN C.F.S.......... 11. 400. 412. CHANGE IN CONTENTS FOR MO.(4).. 686.0 (1) COMPUTATIONS BASED ON THE APRIL 1989 CAPACITY TABLE. (2) BY 24-HOUR CLOCK, TIME IS 2400(MIDN.) OF DAY INDICATED UNLESS OTHERWISE NOTED. AVERAGE FLOW OR CHANGE IN RESERVOIR CONTENTS ARE FOR PERIOD ENDING AT TIME INDICATED. (3) BASED ON PROJECT RECORDS. DOES NOT INCLUDE EVAPORATION LOSSES. (4) BASED ON TOTAL CONTENTS AT BEGINNING AND END OF MONTH. RESERVOIR INFLOW COMPUTATIONS (1) SMITH RIVER, VA. PHILPOTT LAKE JANUARY 2004 ELEVATION,NGVD29 CHANGE IN CONTENTS FLOW, CFS ________________ __________________ _________ TOTAL (2) GUIDE RESERVOIR CONTENTS ACRE - DAY-SEC-FEET (3) DATE HOUR CURVE LEVEL AF FEET STORED DRAWDOWN OUTFLOW INFLOW __________________________________________________________________________ 971.50 972.95 163157.0 1 971.50 972.48 161813.0 -1344.0 -678. 929. 251 2 971.50 972.01 160469.0 -1344.0 -678. 935. 257 3 971.50 972.15 160869.0 400.0 202. 31. 233 4 971.50 972.31 161327.0 458.0 231. 29. 260 5 971.50 972.21 161041.0 -286.0 -144. 481. 337 6 971.50 972.05 160583.0 -458.0 -231. 481. 250 7 971.50 971.89 160131.0 -452.0 -228. 468. 240 8 971.50 971.71 159625.0 -506.0 -255. 476. 221 9 971.50 971.55 159175.0 -450.0 -227. 473. 246 10 971.50 971.69 159569.0 394.0 199. 29. 228 11 971.50 971.83 159962.0 393.0 198. 29. 227 12 971.50 971.77 159794.0 -168.0 -85. 308. 223 13 971.50 971.71 159625.0 -169.0 -85. 309. 224 14 971.50 971.68 159541.0 -84.0 -42. 310. 268 15 971.50 971.63 159400.0 -141.0 -71. 309. 238 16 971.50 971.60 159316.0 -84.0 -42. 309. 267 17 971.50 971.76 159766.0 450.0 227. 29. 256 18 971.50 971.96 160328.0 562.0 283. 29. 312 19 971.50 972.00 160440.0 112.0 56. 198. 254 20 971.50 972.02 160497.0 57.0 29. 202. 231 21 971.50 972.07 160640.0 143.0 72. 189. 261 22 971.50 972.03 160526.0 -114.0 -57. 302. 245 23 971.50 972.05 160583.0 57.0 29. 202. 231 24 971.50 972.14 160840.0 257.0 130. 29. 159 25 971.50 972.30 161298.0 458.0 231. 29. 260 26 971.50 972.34 161412.0 114.0 57. 172. 229 27 971.50 972.27 161212.0 -200.0 -101. 307. 206 28 971.50 972.06 160612.0 -600.0 -302. 432. 130 29 971.50 971.90 160159.0 -453.0 -228. 416. 188 30 971.50 971.84 159990.0 -169.0 -85. 307. 222 31 971.50 971.92 160215.0 225.0 113. 29. 142 __________________________________________________________________________ TOTAL FOR MONTH................ -2942.0 2057. -3539. 8778. 7296. NET CHANGE IN DAY-SECOND-FEET.. -1483. -1482. 1482. AVERAGE FLOW IN C.F.S.......... -48. 283. 235. CHANGE IN CONTENTS FOR MO.(4).. -2942.0 (1) COMPUTATIONS BASED ON THE APRIL 1989 CAPACITY TABLE. (2) BY 24-HOUR CLOCK, TIME IS 2400(MIDN.) OF DAY INDICATED UNLESS OTHERWISE NOTED. AVERAGE FLOW OR CHANGE IN RESERVOIR CONTENTS ARE FOR PERIOD ENDING AT TIME INDICATED. (3) BASED ON PROJECT RECORDS. DOES NOT INCLUDE EVAPORATION LOSSES. (4) BASED ON TOTAL CONTENTS AT BEGINNING AND END OF MONTH. RESERVOIR INFLOW COMPUTATIONS (1) SMITH RIVER, VA. PHILPOTT LAKE FEBRUARY 2004 ELEVATION,NGVD29 CHANGE IN CONTENTS FLOW, CFS ________________ __________________ _________ TOTAL (2) GUIDE RESERVOIR CONTENTS ACRE - DAY-SEC-FEET (3) DATE HOUR CURVE LEVEL AF FEET STORED DRAWDOWN OUTFLOW INFLOW __________________________________________________________________________ 971.59 971.92 160215.0 1 971.62 972.01 160469.0 254.0 128. 29. 157 2 971.64 972.02 160497.0 28.0 14. 183. 197 3 971.67 972.26 161184.0 687.0 346. 237. 583 4 971.69 972.35 161441.0 257.0 130. 204. 334 5 971.72 972.42 161641.0 200.0 101. 197. 298 6 971.74 973.06 163473.0 1832.0 924. 202. 1126 7 971.77 973.61 165063.0 1590.0 802. 29. 831 8 971.79 973.90 165901.0 838.0 422. 29. 451 9 971.82 973.95 166046.0 145.0 73. 317. 390 10 971.84 973.77 165525.0 -521.0 -263. 611. 348 11 971.87 973.59 165005.0 -520.0 -262. 620. 358 12 971.89 973.41 164485.0 -520.0 -262. 598. 336 13 971.92 973.23 163965.0 -520.0 -262. 590. 328 14 971.94 973.45 164601.0 636.0 321. 28. 349 15 971.97 973.71 165352.0 751.0 379. 28. 407 16 972.01 973.63 165121.0 -231.0 -116. 462. 346 17 972.05 973.54 164861.0 -260.0 -131. 462. 331 18 972.08 973.46 164629.0 -232.0 -117. 463. 346 19 972.12 973.36 164340.0 -289.0 -146. 462. 316 20 972.16 973.26 164051.0 -289.0 -146. 466. 320 21 972.20 973.45 164601.0 550.0 277. 28. 305 22 972.23 973.59 165005.0 404.0 204. 28. 232 23 972.27 973.54 164861.0 -144.0 -73. 359. 286 24 972.31 973.47 164658.0 -203.0 -102. 359. 257 25 972.35 973.40 164456.0 -202.0 -102. 360. 258 26 972.39 973.38 164398.0 -58.0 -29. 270. 241 27 972.42 973.30 164167.0 -231.0 -116. 360. 244 28 972.46 973.41 164485.0 318.0 160. 28. 188 29 972.50 973.52 164803.0 318.0 160. 28. 188 __________________________________________________________________________ TOTAL FOR MONTH................ 4588.0 4441. -2127. 8037. 10351. NET CHANGE IN DAY-SECOND-FEET.. 2313. 2314. 2314. AVERAGE FLOW IN C.F.S.......... 80. 277. 357. CHANGE IN CONTENTS FOR MO.(4).. 4588.0 (1) COMPUTATIONS BASED ON THE APRIL 1989 CAPACITY TABLE. (2) BY 24-HOUR CLOCK, TIME IS 2400(MIDN.) OF DAY INDICATED UNLESS OTHERWISE NOTED. AVERAGE FLOW OR CHANGE IN RESERVOIR CONTENTS ARE FOR PERIOD ENDING AT TIME INDICATED. (3) BASED ON PROJECT RECORDS. DOES NOT INCLUDE EVAPORATION LOSSES. (4) BASED ON TOTAL CONTENTS AT BEGINNING AND END OF MONTH. RESERVOIR INFLOW COMPUTATIONS (1) SMITH RIVER, VA. PHILPOTT LAKE MARCH 2004 ELEVATION,NGVD29 CHANGE IN CONTENTS FLOW, CFS ________________ __________________ _________ TOTAL (2) GUIDE RESERVOIR CONTENTS ACRE - DAY-SEC-FEET (3) DATE HOUR CURVE LEVEL AF FEET STORED DRAWDOWN OUTFLOW INFLOW __________________________________________________________________________ 972.50 973.52 164803.0 1 972.50 973.42 164514.0 -289.0 -146. 360. 214 2 972.50 973.34 164283.0 -231.0 -116. 360. 244 3 972.50 973.23 163965.0 -318.0 -160. 359. 199 4 972.50 973.13 163676.0 -289.0 -146. 358. 212 5 972.50 973.03 163387.0 -289.0 -146. 357. 211 6 972.50 973.15 163733.0 346.0 174. 31. 205 7 972.50 973.28 164109.0 376.0 190. 30. 220 8 972.50 973.27 164080.0 -29.0 -15. 193. 178 9 972.50 973.27 164080.0 0.0 0. 193. 193 10 972.50 973.27 164080.0 0.0 0. 194. 194 11 972.50 973.26 164051.0 -29.0 -15. 195. 180 12 972.50 973.25 164023.0 -28.0 -14. 196. 182 13 972.50 973.34 164283.0 260.0 131. 31. 162 14 972.50 973.43 164543.0 260.0 131. 30. 161 15 972.50 973.44 164572.0 29.0 15. 195. 210 16 972.56 973.55 164889.0 317.0 160. 196. 356 17 972.62 973.59 165005.0 116.0 58. 195. 253 18 972.69 973.63 165121.0 116.0 58. 195. 253 19 972.75 973.60 165034.0 -87.0 -44. 195. 151 20 972.81 973.71 165352.0 318.0 160. 30. 190 21 972.88 973.80 165612.0 260.0 131. 30. 161 22 972.94 973.76 165496.0 -116.0 -58. 195. 137 23 973.00 973.77 165525.0 29.0 15. 195. 210 24 973.06 973.75 165468.0 -57.0 -29. 195. 166 25 973.12 973.75 165468.0 0.0 0. 195. 195 26 973.19 973.75 165468.0 0.0 0. 195. 195 27 973.25 973.86 165785.0 317.0 160. 30. 190 28 973.31 973.95 166046.0 261.0 132. 30. 162 29 973.38 973.94 166017.0 -29.0 -15. 195. 180 30 973.44 973.96 166074.0 57.0 29. 195. 224 31 973.50 974.03 166278.0 204.0 103. 195. 298 __________________________________________________________________________ TOTAL FOR MONTH................ 1475.0 1647. -904. 5543. 6286. NET CHANGE IN DAY-SECOND-FEET.. 744. 743. 743. AVERAGE FLOW IN C.F.S.......... 24. 179. 203. CHANGE IN CONTENTS FOR MO.(4).. 1475.0 (1) COMPUTATIONS BASED ON THE APRIL 1989 CAPACITY TABLE. (2) BY 24-HOUR CLOCK, TIME IS 2400(MIDN.) OF DAY INDICATED UNLESS OTHERWISE NOTED. AVERAGE FLOW OR CHANGE IN RESERVOIR CONTENTS ARE FOR PERIOD ENDING AT TIME INDICATED. (3) BASED ON PROJECT RECORDS. DOES NOT INCLUDE EVAPORATION LOSSES. (4) BASED ON TOTAL CONTENTS AT BEGINNING AND END OF MONTH. RESERVOIR INFLOW COMPUTATIONS (1) SMITH RIVER, VA. PHILPOTT LAKE APRIL 2004 ELEVATION,NGVD29 CHANGE IN CONTENTS FLOW, CFS ________________ __________________ _________ TOTAL (2) GUIDE RESERVOIR CONTENTS ACRE - DAY-SEC-FEET (3) DATE HOUR CURVE LEVEL AF FEET STORED DRAWDOWN OUTFLOW INFLOW __________________________________________________________________________ 973.50 974.03 166278.0 1 973.50 974.04 166307.0 29.0 15. 192. 207 2 973.50 974.05 166336.0 29.0 15. 195. 210 3 973.50 974.13 166570.0 234.0 118. 31. 149 4 973.50 974.23 166862.0 292.0 154.(5) 30. 184 5 973.50 974.08 166424.0 -438.0 -221. 347. 126 6 973.50 973.95 166046.0 -378.0 -191. 347. 156 7 973.50 973.85 165757.0 -289.0 -146. 347. 201 8 973.50 973.74 165439.0 -318.0 -160. 348. 188 9 973.50 973.62 165092.0 -347.0 -175. 348. 173 10 973.50 973.71 165352.0 260.0 131. 31. 162 11 973.50 973.84 165728.0 376.0 190. 30. 220 12 973.50 974.34 167183.0 1455.0 734. 193. 927 13 973.50 975.63 170975.0 3792.0 1912. 192. 2104 14 973.50 976.15 172520.0 1545.0 779. 702. 1481 15 973.50 976.18 172610.0 90.0 45. 712. 757 16 973.50 976.07 172280.0 -330.0 -166. 640. 474 17 973.50 975.87 171685.0 -595.0 -300. 700. 400 18 973.50 975.62 170945.0 -740.0 -373. 700. 327 19 973.50 975.37 170205.0 -740.0 -373. 699. 326 20 973.50 975.12 169465.0 -740.0 -373. 699. 326 21 973.50 974.87 168730.0 -735.0 -371. 701. 330 22 973.50 974.57 167854.0 -876.0 -442. 701. 259 23 973.50 974.33 167154.0 -700.0 -353. 639. 286 24 973.50 974.49 167621.0 467.0 235. 29. 264 25 973.50 974.63 168030.0 409.0 206. 30. 236 26 973.50 974.60 167942.0 -88.0 -44. 445. 401 27 973.50 974.52 167708.0 -234.0 -118. 445. 327 28 973.50 974.35 167212.0 -496.0 -250. 447. 197 29 973.50 974.21 166803.0 -409.0 -206. 447. 241 30 973.50 974.07 166394.0 -409.0 -206. 448. 242 __________________________________________________________________________ TOTAL FOR MONTH................ 116.0 4534. -4468. 11815. 11881. NET CHANGE IN DAY-SECOND-FEET.. 66. 66. 66. AVERAGE FLOW IN C.F.S.......... 2. 394. 396. CHANGE IN CONTENTS FOR MO.(4).. 116.0 (1) COMPUTATIONS BASED ON THE APRIL 1989 CAPACITY TABLE. (2) BY 24-HOUR CLOCK, TIME IS 2400(MIDN.) OF DAY INDICATED UNLESS OTHERWISE NOTED. AVERAGE FLOW OR CHANGE IN RESERVOIR CONTENTS ARE FOR PERIOD ENDING AT TIME INDICATED. (3) BASED ON PROJECT RECORDS. DOES NOT INCLUDE EVAPORATION LOSSES. (4) BASED ON TOTAL CONTENTS AT BEGINNING AND END OF MONTH. (5) ADJUSTED FOR 23-HOUR DAY (CONVERTING FROM EST TO EDT). RESERVOIR INFLOW COMPUTATIONS (1) SMITH RIVER, VA. PHILPOTT LAKE MAY 2004 ELEVATION,NGVD29 CHANGE IN CONTENTS FLOW, CFS ________________ __________________ _________ TOTAL (2) GUIDE RESERVOIR CONTENTS ACRE - DAY-SEC-FEET (3) DATE HOUR CURVE LEVEL AF FEET STORED DRAWDOWN OUTFLOW INFLOW __________________________________________________________________________ 973.50 974.07 166394.0 1 973.50 974.26 166949.0 555.0 280. 30. 310 2 973.50 974.46 167533.0 584.0 294. 30. 324 3 973.50 974.39 167329.0 -204.0 -103. 340. 237 4 973.50 974.31 167095.0 -234.0 -118. 340. 222 5 973.50 974.24 166891.0 -204.0 -103. 340. 237 6 973.50 974.14 166599.0 -292.0 -147. 340. 193 7 973.50 974.06 166365.0 -234.0 -118. 340. 222 8 973.50 974.15 166628.0 263.0 133. 30. 163 9 973.50 974.26 166949.0 321.0 162. 30. 192 10 973.50 974.27 166978.0 29.0 15. 198. 213 11 973.50 974.27 166978.0 0.0 0. 198. 198 12 973.50 974.26 166949.0 -29.0 -15. 198. 183 13 973.50 974.25 166920.0 -29.0 -15. 198. 183 14 973.50 974.27 166978.0 58.0 29. 127. 156 15 973.50 974.35 167212.0 234.0 118. 30. 148 16 973.50 974.45 167504.0 292.0 147. 30. 177 17 973.50 974.49 167621.0 117.0 59. 198. 257 18 973.50 974.48 167592.0 -29.0 -15. 245. 230 19 973.50 974.48 167592.0 0.0 0. 245. 245 20 973.50 974.54 167767.0 175.0 88. 245. 333 21 973.50 974.50 167650.0 -117.0 -59. 245. 186 22 973.50 974.60 167942.0 292.0 147. 30. 177 23 973.50 974.71 168263.0 321.0 162. 30. 192 24 973.50 974.70 168234.0 -29.0 -15. 219. 204 25 973.50 974.51 167679.0 -555.0 -280. 468. 188 26 973.50 974.41 167387.0 -292.0 -147. 345. 198 27 973.50 974.31 167095.0 -292.0 -147. 345. 198 28 973.50 974.20 166774.0 -321.0 -162. 345. 183 29 973.50 974.26 166949.0 175.0 88. 30. 118 30 973.50 974.33 167154.0 205.0 103. 30. 133 31 973.50 974.26 166949.0 -205.0 -103. 294. 191 __________________________________________________________________________ TOTAL FOR MONTH................ 555.0 1825. -1547. 6113. 6391. NET CHANGE IN DAY-SECOND-FEET.. 280. 278. 278. AVERAGE FLOW IN C.F.S.......... 9. 197. 206. CHANGE IN CONTENTS FOR MO.(4).. 555.0 (1) COMPUTATIONS BASED ON THE APRIL 1989 CAPACITY TABLE. (2) BY 24-HOUR CLOCK, TIME IS 2400(MIDN.) OF DAY INDICATED UNLESS OTHERWISE NOTED. AVERAGE FLOW OR CHANGE IN RESERVOIR CONTENTS ARE FOR PERIOD ENDING AT TIME INDICATED. (3) BASED ON PROJECT RECORDS. DOES NOT INCLUDE EVAPORATION LOSSES. (4) BASED ON TOTAL CONTENTS AT BEGINNING AND END OF MONTH. RESERVOIR INFLOW COMPUTATIONS (1) SMITH RIVER, VA. PHILPOTT LAKE JUNE 2004 ELEVATION,NGVD29 CHANGE IN CONTENTS FLOW, CFS ________________ __________________ _________ TOTAL (2) GUIDE RESERVOIR CONTENTS ACRE - DAY-SEC-FEET (3) DATE HOUR CURVE LEVEL AF FEET STORED DRAWDOWN OUTFLOW INFLOW __________________________________________________________________________ 973.50 974.26 166949.0 1 973.50 974.14 166599.0 -350.0 -176. 295. 119 2 973.50 974.03 166278.0 -321.0 -162. 293. 131 3 973.50 973.93 165988.0 -290.0 -146. 289. 143 4 973.50 974.05 166336.0 348.0 175. 294. 469 5 973.50 974.21 166803.0 467.0 235. 30. 265 6 973.50 974.31 167095.0 292.0 147. 30. 177 7 973.50 974.26 166949.0 -146.0 -74. 242. 168 8 973.50 974.26 166949.0 0.0 0. 243. 243 9 973.50 974.25 166920.0 -29.0 -15. 243. 228 10 973.50 974.25 166920.0 0.0 0. 242. 242 11 973.50 974.20 166774.0 -146.0 -74. 242. 168 12 973.50 974.27 166978.0 204.0 103. 30. 133 13 973.50 974.34 167183.0 205.0 103. 30. 133 14 973.50 974.29 167037.0 -146.0 -74. 243. 169 15 973.50 974.33 167154.0 117.0 59. 243. 302 16 973.50 974.40 167358.0 204.0 103. 242. 345 17 973.50 974.46 167533.0 175.0 88. 242. 330 18 973.50 974.40 167358.0 -175.0 -88. 242. 154 19 973.50 974.50 167650.0 292.0 147. 30. 177 20 973.50 974.55 167796.0 146.0 74. 30. 104 21 973.50 974.29 167037.0 -759.0 -383. 549. 166 22 973.50 974.01 166219.0 -818.0 -412. 549. 137 23 973.50 973.84 165728.0 -491.0 -248. 425. 177 24 973.50 973.68 165265.0 -463.0 -233. 555. 322 25 973.50 973.53 164832.0 -433.0 -218. 660. 442 26 973.50 974.00 166190.0 1358.0 685. 30. 715 27 973.50 974.14 166599.0 409.0 206. 30. 236 28 973.50 974.10 166482.0 -117.0 -59. 242. 183 29 973.50 974.06 166365.0 -117.0 -59. 242. 183 30 973.50 974.00 166190.0 -175.0 -88. 242. 154 __________________________________________________________________________ TOTAL FOR MONTH................ -759.0 2125. -2509. 7299. 6915. NET CHANGE IN DAY-SECOND-FEET.. -383. -384. 384. AVERAGE FLOW IN C.F.S.......... -13. 243. 230. CHANGE IN CONTENTS FOR MO.(4).. -759.0 (1) COMPUTATIONS BASED ON THE APRIL 1989 CAPACITY TABLE. (2) BY 24-HOUR CLOCK, TIME IS 2400(MIDN.) OF DAY INDICATED UNLESS OTHERWISE NOTED. AVERAGE FLOW OR CHANGE IN RESERVOIR CONTENTS ARE FOR PERIOD ENDING AT TIME INDICATED. (3) BASED ON PROJECT RECORDS. DOES NOT INCLUDE EVAPORATION LOSSES. (4) BASED ON TOTAL CONTENTS AT BEGINNING AND END OF MONTH. RESERVOIR INFLOW COMPUTATIONS (1) SMITH RIVER, VA. PHILPOTT LAKE JULY 2004 ELEVATION,NGVD29 CHANGE IN CONTENTS FLOW, CFS ________________ __________________ _________ TOTAL (2) GUIDE RESERVOIR CONTENTS ACRE - DAY-SEC-FEET (3) DATE HOUR CURVE LEVEL AF FEET STORED DRAWDOWN OUTFLOW INFLOW __________________________________________________________________________ 973.50 974.00 166190.0 1 973.50 973.95 166046.0 -144.0 -73. 241. 168 2 973.50 973.92 165959.0 -87.0 -44. 244. 200 3 973.50 974.01 166219.0 260.0 131. 30. 161 4 973.50 974.08 166424.0 205.0 103. 30. 133 5 973.50 973.97 166103.0 -321.0 -162. 296. 134 6 973.50 973.74 165439.0 -664.0 -335. 450. 115 7 973.50 973.74 165439.0 0.0 0. 138. 138 8 973.50 973.61 165063.0 -376.0 -190. 296. 106 9 973.50 973.48 164687.0 -376.0 -190. 296. 106 10 973.50 973.68 165265.0 578.0 291. 30. 321 11 973.50 973.80 165612.0 347.0 175. 30. 205 12 973.50 973.79 165583.0 -29.0 -15. 322. 307 13 973.50 973.72 165381.0 -202.0 -102. 293. 191 14 973.50 973.60 165034.0 -347.0 -175. 302. 127 15 973.50 973.45 164601.0 -433.0 -218. 299. 81 16 973.50 973.31 164196.0 -405.0 -204. 295. 91 17 973.50 973.35 164312.0 116.0 58. 31. 89 18 973.50 973.40 164456.0 144.0 73. 30. 103 19 973.50 973.30 164167.0 -289.0 -146. 297. 151 20 973.50 973.17 163791.0 -376.0 -190. 297. 107 21 973.50 973.04 163416.0 -375.0 -189. 296. 107 22 973.50 972.91 163043.0 -373.0 -188. 296. 108 23 973.50 972.79 162699.0 -344.0 -173. 296. 123 24 973.50 972.82 162785.0 86.0 43. 30. 73 25 973.50 972.85 162871.0 86.0 43. 30. 73 26 973.50 972.74 162556.0 -315.0 -159. 296. 137 27 973.50 972.71 162471.0 -85.0 -43. 296. 253 28 973.50 972.61 162185.0 -286.0 -144. 296. 152 29 973.50 972.50 161870.0 -315.0 -159. 296. 137 30 973.50 972.39 161555.0 -315.0 -159. 297. 138 31 973.50 972.43 161670.0 115.0 58. 30. 88 __________________________________________________________________________ TOTAL FOR MONTH................ -4520.0 975. -3258. 6706. 4423. NET CHANGE IN DAY-SECOND-FEET.. -2279. -2283. 2283. AVERAGE FLOW IN C.F.S.......... -74. 216. 143. CHANGE IN CONTENTS FOR MO.(4).. -4520.0 (1) COMPUTATIONS BASED ON THE APRIL 1989 CAPACITY TABLE. (2) BY 24-HOUR CLOCK, TIME IS 2400(MIDN.) OF DAY INDICATED UNLESS OTHERWISE NOTED. AVERAGE FLOW OR CHANGE IN RESERVOIR CONTENTS ARE FOR PERIOD ENDING AT TIME INDICATED. (3) BASED ON PROJECT RECORDS. DOES NOT INCLUDE EVAPORATION LOSSES. (4) BASED ON TOTAL CONTENTS AT BEGINNING AND END OF MONTH. RESERVOIR INFLOW COMPUTATIONS (1) SMITH RIVER, VA. PHILPOTT LAKE AUGUST 2004 ELEVATION,NGVD29 CHANGE IN CONTENTS FLOW, CFS ________________ __________________ _________ TOTAL (2) GUIDE RESERVOIR CONTENTS ACRE - DAY-SEC-FEET (3) DATE HOUR CURVE LEVEL AF FEET STORED DRAWDOWN OUTFLOW INFLOW __________________________________________________________________________ 973.50 972.43 161670.0 1 973.47 972.54 161984.0 314.0 158. 31. 189 2 973.43 972.87 162928.0 944.0 476. 206. 682 3 973.40 972.92 163071.0 143.0 72. 298. 370 4 973.37 972.81 162757.0 -314.0 -158. 298. 140 5 973.33 972.72 162499.0 -258.0 -130. 298. 168 6 973.30 972.58 162099.0 -400.0 -202. 298. 96 7 973.27 972.61 162185.0 86.0 43. 30. 73 8 973.23 972.64 162270.0 85.0 43. 30. 73 9 973.20 972.60 162156.0 -114.0 -57. 143. 86 10 973.17 972.55 162013.0 -143.0 -72. 142. 70 11 973.13 972.56 162042.0 29.0 15. 142. 157 12 973.10 972.66 162328.0 286.0 144. 142. 286 13 973.07 972.67 162356.0 28.0 14. 143. 157 14 973.03 972.72 162499.0 143.0 72. 30. 102 15 973.00 972.76 162614.0 115.0 58. 30. 88 16 972.97 972.74 162556.0 -58.0 -29. 142. 113 17 972.94 972.83 162814.0 258.0 130. 142. 272 18 972.91 972.84 162842.0 28.0 14. 142. 156 19 972.88 972.82 162785.0 -57.0 -29. 142. 113 20 972.84 972.79 162699.0 -86.0 -43. 142. 99 21 972.81 972.88 162957.0 258.0 130. 30. 160 22 972.78 972.93 163100.0 143.0 72. 31. 103 23 972.75 972.90 163014.0 -86.0 -43. 142. 99 24 972.72 972.87 162928.0 -86.0 -43. 142. 99 25 972.69 972.83 162814.0 -114.0 -57. 142. 85 26 972.66 972.79 162699.0 -115.0 -58. 142. 84 27 972.62 972.74 162556.0 -143.0 -72. 142. 70 28 972.59 972.79 162699.0 143.0 72. 31. 103 29 972.56 972.83 162814.0 115.0 58. 30. 88 30 972.53 972.71 162471.0 -343.0 -173. 244. 71 31 972.50 972.59 162127.0 -344.0 -173. 245. 72 __________________________________________________________________________ TOTAL FOR MONTH................ 457.0 1571. -1339. 4292. 4524. NET CHANGE IN DAY-SECOND-FEET.. 230. 232. 232. AVERAGE FLOW IN C.F.S.......... 7. 138. 146. CHANGE IN CONTENTS FOR MO.(4).. 457.0 (1) COMPUTATIONS BASED ON THE APRIL 1989 CAPACITY TABLE. (2) BY 24-HOUR CLOCK, TIME IS 2400(MIDN.) OF DAY INDICATED UNLESS OTHERWISE NOTED. AVERAGE FLOW OR CHANGE IN RESERVOIR CONTENTS ARE FOR PERIOD ENDING AT TIME INDICATED. (3) BASED ON PROJECT RECORDS. DOES NOT INCLUDE EVAPORATION LOSSES. (4) BASED ON TOTAL CONTENTS AT BEGINNING AND END OF MONTH. RESERVOIR INFLOW COMPUTATIONS (1) SMITH RIVER, VA. PHILPOTT LAKE SEPTEMBER 2004 ELEVATION,NGVD29 CHANGE IN CONTENTS FLOW, CFS ________________ __________________ _________ TOTAL (2) GUIDE RESERVOIR CONTENTS ACRE - DAY-SEC-FEET (3) DATE HOUR CURVE LEVEL AF FEET STORED DRAWDOWN OUTFLOW INFLOW __________________________________________________________________________ 972.50 972.59 162127.0 1 972.47 972.46 161756.0 -371.0 -187. 245. 58 2 972.43 972.34 161412.0 -344.0 -173. 245. 72 3 972.40 972.22 161069.0 -343.0 -173. 245. 72 4 972.37 972.24 161126.0 57.0 29. 30. 59 5 972.33 972.26 161184.0 58.0 29. 30. 59 6 972.30 972.14 160840.0 -344.0 -173. 245. 72 7 972.27 972.14 160840.0 0.0 0. 245. 245 8 972.23 973.95 166046.0 5206.0 2625. 29. 2654 9 972.20 974.03 166278.0 232.0 117. 600. 717 10 972.17 973.39 164427.0 -1851.0 -933. 1261. 328 11 972.13 973.09 163560.0 -867.0 -437. 648. 211 12 972.10 972.94 163128.0 -432.0 -218. 399. 181 13 972.07 972.79 162699.0 -429.0 -216. 399. 183 14 972.03 972.61 162185.0 -514.0 -259. 400. 141 15 972.00 972.43 161670.0 -515.0 -260. 399. 139 16 971.97 972.25 161155.0 -515.0 -260. 400. 140 17 971.93 972.34 161412.0 257.0 130. 395. 525 18 971.90 972.59 162127.0 715.0 360. 31. 391 19 971.87 972.73 162528.0 401.0 202. 30. 232 20 971.83 972.69 162413.0 -115.0 -58. 245. 187 21 971.80 972.63 162242.0 -171.0 -86. 245. 159 22 971.77 972.55 162013.0 -229.0 -115. 245. 130 23 971.73 972.49 161841.0 -172.0 -87. 245. 158 24 971.70 972.41 161613.0 -228.0 -115. 246. 131 25 971.67 972.47 161784.0 171.0 86. 31. 117 26 971.63 972.53 161956.0 172.0 87. 30. 117 27 971.60 972.53 161956.0 0.0 0. 245. 245 28 971.57 977.28 175918.0 13962.0 7039. 30. 7069 29 971.53 977.66 177070.0 1152.0 581. 539. 1120 30 971.50 977.22 175737.0 -1333.0 -672. 1238. 566 __________________________________________________________________________ TOTAL FOR MONTH................ 13610.0 11285. -4422. 9615. 16478. NET CHANGE IN DAY-SECOND-FEET.. 6862. 6863. 6863. AVERAGE FLOW IN C.F.S.......... 229. 320. 549. CHANGE IN CONTENTS FOR MO.(4).. 13610.0 (1) COMPUTATIONS BASED ON THE APRIL 1989 CAPACITY TABLE. (2) BY 24-HOUR CLOCK, TIME IS 2400(MIDN.) OF DAY INDICATED UNLESS OTHERWISE NOTED. AVERAGE FLOW OR CHANGE IN RESERVOIR CONTENTS ARE FOR PERIOD ENDING AT TIME INDICATED. (3) BASED ON PROJECT RECORDS. DOES NOT INCLUDE EVAPORATION LOSSES. (4) BASED ON TOTAL CONTENTS AT BEGINNING AND END OF MONTH. RESERVOIR INFLOW COMPUTATIONS (1) SMITH RIVER, VA. PHILPOTT LAKE OCTOBER 2004 ELEVATION,NGVD29 CHANGE IN CONTENTS FLOW, CFS ________________ __________________ _________ TOTAL (2) GUIDE RESERVOIR CONTENTS ACRE - DAY-SEC-FEET (3) DATE HOUR CURVE LEVEL AF FEET STORED DRAWDOWN OUTFLOW INFLOW __________________________________________________________________________ 971.50 977.22 175737.0 1 971.50 976.74 174290.0 -1447.0 -730. 1117. 387 2 971.50 976.17 172580.0 -1710.0 -862. 1243. 381 3 971.50 975.55 170738.0 -1842.0 -929. 1247. 318 4 971.50 974.92 168876.0 -1862.0 -939. 1250. 311 5 971.50 974.29 167037.0 -1839.0 -927. 1154. 227 6 971.50 974.14 166599.0 -438.0 -221. 447. 226 7 971.50 974.01 166219.0 -380.0 -192. 448. 256 8 971.50 973.86 165785.0 -434.0 -219. 448. 229 9 971.50 973.95 166046.0 261.0 132. 30. 162 10 971.50 974.08 166424.0 378.0 191. 30. 221 11 971.50 973.90 165901.0 -523.0 -264. 447. 183 12 971.50 973.73 165410.0 -491.0 -248. 449. 201 13 971.50 973.85 165757.0 347.0 175. 448. 623 14 971.50 973.85 165757.0 0.0 0. 448. 448 15 971.50 973.73 165410.0 -347.0 -175. 448. 273 16 971.50 973.82 165670.0 260.0 131. 30. 161 17 971.50 973.95 166046.0 376.0 190. 30. 220 18 971.50 973.75 165468.0 -578.0 -291. 499. 208 19 971.50 973.49 164716.0 -752.0 -379. 654. 275 20 971.50 973.20 163878.0 -838.0 -422. 645. 223 21 971.50 972.91 163043.0 -835.0 -421. 663. 242 22 971.50 972.59 162127.0 -916.0 -462. 658. 196 23 971.50 972.72 162499.0 372.0 188. 31. 219 24 971.50 972.86 162900.0 401.0 202. 30. 232 25 971.50 972.74 162556.0 -344.0 -173. 399. 226 26 971.50 972.60 162156.0 -400.0 -202. 400. 198 27 971.50 972.46 161756.0 -400.0 -202. 400. 198 28 971.50 972.33 161384.0 -372.0 -188. 400. 212 29 971.50 972.19 160983.0 -401.0 -202. 400. 198 30 971.50 972.29 161269.0 286.0 144. 30. 174 31 971.50 972.40 161584.0 315.0 152.(5) 30. 182 __________________________________________________________________________ TOTAL FOR MONTH................ -14153.0 1505. -8648. 14953. 7810. NET CHANGE IN DAY-SECOND-FEET.. -7143. -7143. 7143. AVERAGE FLOW IN C.F.S.......... -230. 482. 252. CHANGE IN CONTENTS FOR MO.(4).. -14153.0 (1) COMPUTATIONS BASED ON THE APRIL 1989 CAPACITY TABLE. (2) BY 24-HOUR CLOCK, TIME IS 2400(MIDN.) OF DAY INDICATED UNLESS OTHERWISE NOTED. AVERAGE FLOW OR CHANGE IN RESERVOIR CONTENTS ARE FOR PERIOD ENDING AT TIME INDICATED. (3) BASED ON PROJECT RECORDS. DOES NOT INCLUDE EVAPORATION LOSSES. (4) BASED ON TOTAL CONTENTS AT BEGINNING AND END OF MONTH. (5) ADJUSTED FOR 25-HOUR DAY (CONVERTING FROM EDT TO EST). RESERVOIR INFLOW COMPUTATIONS (1) SMITH RIVER, VA. PHILPOTT LAKE NOVEMBER 2004 ELEVATION,NGVD29 CHANGE IN CONTENTS FLOW, CFS ________________ __________________ _________ TOTAL (2) GUIDE RESERVOIR CONTENTS ACRE - DAY-SEC-FEET (3) DATE HOUR CURVE LEVEL AF FEET STORED DRAWDOWN OUTFLOW INFLOW __________________________________________________________________________ 971.50 972.40 161584.0 1 971.50 972.24 161126.0 -458.0 -231. 400. 169 2 971.50 972.08 160669.0 -457.0 -230. 400. 170 3 971.50 971.93 160243.0 -426.0 -215. 400. 185 4 971.50 971.85 160019.0 -224.0 -113. 400. 287 5 971.50 971.71 159625.0 -394.0 -199. 401. 202 6 971.50 971.80 159878.0 253.0 128. 30. 158 7 971.50 971.90 160159.0 281.0 142. 30. 172 8 971.50 971.89 160131.0 -28.0 -14. 192. 178 9 971.50 971.86 160047.0 -84.0 -42. 193. 151 10 971.50 971.84 159990.0 -57.0 -29. 193. 164 11 971.50 971.82 159934.0 -56.0 -28. 193. 165 12 971.50 972.00 160440.0 506.0 255. 194. 449 13 971.50 972.24 161126.0 686.0 346. 30. 376 14 971.50 972.39 161555.0 429.0 216. 31. 247 15 971.50 972.41 161613.0 58.0 29. 194. 223 16 971.50 972.32 161355.0 -258.0 -130. 357. 227 17 971.50 972.21 161041.0 -314.0 -158. 357. 199 18 971.50 972.10 160726.0 -315.0 -159. 357. 198 19 971.50 971.99 160412.0 -314.0 -158. 357. 199 20 971.50 972.10 160726.0 314.0 158. 30. 188 21 971.50 972.21 161041.0 315.0 159. 30. 189 22 971.50 972.14 160840.0 -201.0 -101. 297. 196 23 971.50 972.23 161098.0 258.0 130. 296. 426 24 971.50 972.88 162957.0 1859.0 937. 296. 1233 25 971.50 973.27 164080.0 1123.0 566. 295. 861 26 971.50 973.38 164398.0 318.0 160. 296. 456 27 971.50 973.66 165207.0 809.0 408. 30. 438 28 971.50 973.96 166074.0 867.0 437. 30. 467 29 971.50 973.99 166161.0 87.0 44. 354. 398 30 971.50 973.97 166103.0 -58.0 -29. 354. 325 __________________________________________________________________________ TOTAL FOR MONTH................ 4519.0 4115. -1836. 7017. 9296. NET CHANGE IN DAY-SECOND-FEET.. 2278. 2279. 2279. AVERAGE FLOW IN C.F.S.......... 76. 234. 310. CHANGE IN CONTENTS FOR MO.(4).. 4519.0 (1) COMPUTATIONS BASED ON THE APRIL 1989 CAPACITY TABLE. (2) BY 24-HOUR CLOCK, TIME IS 2400(MIDN.) OF DAY INDICATED UNLESS OTHERWISE NOTED. AVERAGE FLOW OR CHANGE IN RESERVOIR CONTENTS ARE FOR PERIOD ENDING AT TIME INDICATED. (3) BASED ON PROJECT RECORDS. DOES NOT INCLUDE EVAPORATION LOSSES. (4) BASED ON TOTAL CONTENTS AT BEGINNING AND END OF MONTH. RESERVOIR INFLOW COMPUTATIONS (1) SMITH RIVER, VA. PHILPOTT LAKE DECEMBER 2004 ELEVATION,NGVD29 CHANGE IN CONTENTS FLOW, CFS ________________ __________________ _________ TOTAL (2) GUIDE RESERVOIR CONTENTS ACRE - DAY-SEC-FEET (3) DATE HOUR CURVE LEVEL AF FEET STORED DRAWDOWN OUTFLOW INFLOW __________________________________________________________________________ 971.50 973.97 166103.0 1 971.50 974.10 166482.0 379.0 191. 192. 383 2 971.50 973.94 166017.0 -465.0 -234. 555. 321 3 971.50 973.62 165092.0 -925.0 -466. 757. 291 4 971.50 973.35 164312.0 -780.0 -393. 663. 270 5 971.50 973.09 163560.0 -752.0 -379. 663. 284 6 971.50 972.85 162871.0 -689.0 -347. 665. 318 7 971.50 972.60 162156.0 -715.0 -360. 665. 305 8 971.50 972.53 161956.0 -200.0 -101. 355. 254 9 971.50 972.58 162099.0 143.0 72. 356. 428 10 971.50 972.83 162814.0 715.0 360. 356. 716 11 971.50 973.09 163560.0 746.0 376. 30. 406 12 971.50 973.30 164167.0 607.0 306. 30. 336 13 971.50 973.13 163676.0 -491.0 -248. 556. 308 14 971.50 972.86 162900.0 -776.0 -391. 655. 264 15 971.50 972.56 162042.0 -858.0 -433. 666. 233 16 971.50 972.28 161241.0 -801.0 -404. 667. 263 17 971.50 971.97 160356.0 -885.0 -446. 668. 222 18 971.50 972.11 160755.0 399.0 201. 30. 231 19 971.50 972.24 161126.0 371.0 187. 30. 217 20 971.50 972.15 160869.0 -257.0 -130. 297. 167 21 971.50 972.10 160726.0 -143.0 -72. 297. 225 22 971.50 972.05 160583.0 -143.0 -72. 287. 215 23 971.50 972.69 162413.0 1830.0 923. 314. 1237 24 971.50 972.95 163157.0 744.0 375. 297. 672 25 971.50 973.22 163936.0 779.0 393. 30. 423 26 971.50 973.44 164572.0 636.0 321. 30. 351 27 971.50 973.47 164658.0 86.0 43. 243. 286 28 971.50 973.49 164716.0 58.0 29. 243. 272 29 971.50 973.52 164803.0 87.0 44. 243. 287 30 971.50 973.41 164485.0 -318.0 -160. 452. 292 31 971.50 973.29 164138.0 -347.0 -175. 457. 282 __________________________________________________________________________ TOTAL FOR MONTH................ -1965.0 3821. -4811. 11749. 10759. NET CHANGE IN DAY-SECOND-FEET.. -991. -990. 990. AVERAGE FLOW IN C.F.S.......... -32. 379. 347. CHANGE IN CONTENTS FOR MO.(4).. -1965.0 (1) COMPUTATIONS BASED ON THE APRIL 1989 CAPACITY TABLE. (2) BY 24-HOUR CLOCK, TIME IS 2400(MIDN.) OF DAY INDICATED UNLESS OTHERWISE NOTED. AVERAGE FLOW OR CHANGE IN RESERVOIR CONTENTS ARE FOR PERIOD ENDING AT TIME INDICATED. (3) BASED ON PROJECT RECORDS. DOES NOT INCLUDE EVAPORATION LOSSES. (4) BASED ON TOTAL CONTENTS AT BEGINNING AND END OF MONTH. RESERVOIR INFLOW COMPUTATIONS (1) SMITH RIVER, VA. PHILPOTT LAKE JANUARY 2005 ELEVATION,NGVD29 CHANGE IN CONTENTS FLOW, CFS ________________ __________________ _________ TOTAL (2) GUIDE RESERVOIR CONTENTS ACRE - DAY-SEC-FEET (3) DATE HOUR CURVE LEVEL AF FEET STORED DRAWDOWN OUTFLOW INFLOW __________________________________________________________________________ 971.50 973.29 164138.0 1 971.50 973.43 164543.0 405.0 204. 30. 234 2 971.50 973.57 164947.0 404.0 204. 29. 233 3 971.50 973.30 164167.0 -780.0 -393. 651. 258 4 971.50 973.01 163329.0 -838.0 -422. 669. 247 5 971.50 972.72 162499.0 -830.0 -418. 675. 257 6 971.50 972.41 161613.0 -886.0 -447. 666. 219 7 971.50 972.12 160783.0 -830.0 -418. 666. 248 8 971.50 972.25 161155.0 372.0 188. 29. 217 9 971.50 972.36 161470.0 315.0 159. 30. 189 10 971.50 972.28 161241.0 -229.0 -115. 356. 241 11 971.50 972.18 160955.0 -286.0 -144. 356. 212 12 971.50 972.09 160697.0 -258.0 -130. 356. 226 13 971.50 972.02 160497.0 -200.0 -101. 356. 255 14 971.50 973.85 165757.0 5260.0 2652. 354. 3006 15 971.50 974.30 167066.0 1309.0 660. 29. 689 16 971.50 974.17 166686.0 -380.0 -192. 659. 467 17 971.50 974.00 166190.0 -496.0 -250. 659. 409 18 971.50 973.77 165525.0 -665.0 -335. 661. 326 19 971.50 973.53 164832.0 -693.0 -349. 662. 313 20 971.50 973.33 164254.0 -578.0 -291. 663. 372 21 971.50 973.09 163560.0 -694.0 -350. 663. 313 22 971.50 973.29 164138.0 578.0 291. 30. 321 23 971.50 973.43 164543.0 405.0 204. 30. 234 24 971.50 973.17 163791.0 -752.0 -379. 611. 232 25 971.50 972.94 163128.0 -663.0 -334. 611. 277 26 971.50 972.73 162528.0 -600.0 -302. 612. 310 27 971.50 972.46 161756.0 -772.0 -389. 614. 225 28 971.50 972.20 161012.0 -744.0 -375. 615. 240 29 971.50 972.40 161584.0 572.0 288. 30. 318 30 971.50 972.58 162099.0 515.0 260. 30. 290 31 971.50 972.65 162299.0 200.0 101. 192. 293 __________________________________________________________________________ TOTAL FOR MONTH................ -1839.0 5211. -6134. 12594. 11671. NET CHANGE IN DAY-SECOND-FEET.. -927. -923. 923. AVERAGE FLOW IN C.F.S.......... -30. 406. 376. CHANGE IN CONTENTS FOR MO.(4).. -1839.0 (1) COMPUTATIONS BASED ON THE APRIL 1989 CAPACITY TABLE. (2) BY 24-HOUR CLOCK, TIME IS 2400(MIDN.) OF DAY INDICATED UNLESS OTHERWISE NOTED. AVERAGE FLOW OR CHANGE IN RESERVOIR CONTENTS ARE FOR PERIOD ENDING AT TIME INDICATED. (3) BASED ON PROJECT RECORDS. DOES NOT INCLUDE EVAPORATION LOSSES. (4) BASED ON TOTAL CONTENTS AT BEGINNING AND END OF MONTH. RESERVOIR INFLOW COMPUTATIONS (1) SMITH RIVER, VA. PHILPOTT LAKE FEBRUARY 2005 ELEVATION,NGVD29 CHANGE IN CONTENTS FLOW, CFS ________________ __________________ _________ TOTAL (2) GUIDE RESERVOIR CONTENTS ACRE - DAY-SEC-FEET (3) DATE HOUR CURVE LEVEL AF FEET STORED DRAWDOWN OUTFLOW INFLOW __________________________________________________________________________ 971.50 972.65 162299.0 1 971.53 972.71 162471.0 172.0 87. 192. 279 2 971.57 972.75 162585.0 114.0 57. 192. 249 3 971.60 972.85 162871.0 286.0 144. 193. 337 4 971.63 972.91 163043.0 172.0 87. 193. 280 5 971.67 973.08 163531.0 488.0 246. 30. 276 6 971.70 973.25 164023.0 492.0 248. 29. 277 7 971.73 973.26 164051.0 28.0 14. 242. 256 8 971.77 973.28 164109.0 58.0 29. 244. 273 9 971.80 973.30 164167.0 58.0 29. 242. 271 10 971.83 973.34 164283.0 116.0 58. 243. 301 11 971.87 973.27 164080.0 -203.0 -102. 243. 141 12 971.90 973.43 164543.0 463.0 233. 30. 263 13 971.93 973.56 164918.0 375.0 189. 29. 218 14 971.97 973.58 164976.0 58.0 29. 294. 323 15 972.00 973.57 164947.0 -29.0 -15. 294. 279 16 972.04 973.57 164947.0 0.0 0. 294. 294 17 972.08 973.50 164745.0 -202.0 -102. 351. 249 18 972.12 973.40 164456.0 -289.0 -146. 295. 149 19 972.15 973.54 164861.0 405.0 204. 30. 234 20 972.19 973.63 165121.0 260.0 131. 29. 160 21 972.23 973.61 165063.0 -58.0 -29. 293. 264 22 972.27 973.55 164889.0 -174.0 -88. 294. 206 23 972.31 973.51 164774.0 -115.0 -58. 294. 236 24 972.35 973.48 164687.0 -87.0 -44. 295. 251 25 972.38 973.43 164543.0 -144.0 -73. 294. 221 26 972.42 973.55 164889.0 346.0 174. 30. 204 27 972.46 973.69 165294.0 405.0 204. 29. 233 28 972.50 973.76 165496.0 202.0 102. 302. 404 __________________________________________________________________________ TOTAL FOR MONTH................ 3197.0 2265. -657. 5520. 7128. NET CHANGE IN DAY-SECOND-FEET.. 1612. 1608. 1608. AVERAGE FLOW IN C.F.S.......... 57. 197. 255. CHANGE IN CONTENTS FOR MO.(4).. 3197.0 (1) COMPUTATIONS BASED ON THE APRIL 1989 CAPACITY TABLE. (2) BY 24-HOUR CLOCK, TIME IS 2400(MIDN.) OF DAY INDICATED UNLESS OTHERWISE NOTED. AVERAGE FLOW OR CHANGE IN RESERVOIR CONTENTS ARE FOR PERIOD ENDING AT TIME INDICATED. (3) BASED ON PROJECT RECORDS. DOES NOT INCLUDE EVAPORATION LOSSES. (4) BASED ON TOTAL CONTENTS AT BEGINNING AND END OF MONTH. RESERVOIR INFLOW COMPUTATIONS (1) SMITH RIVER, VA. PHILPOTT LAKE MARCH 2005 ELEVATION,NGVD29 CHANGE IN CONTENTS FLOW, CFS ________________ __________________ _________ TOTAL (2) GUIDE RESERVOIR CONTENTS ACRE - DAY-SEC-FEET (3) DATE HOUR CURVE LEVEL AF FEET STORED DRAWDOWN OUTFLOW INFLOW __________________________________________________________________________ 972.50 973.35 164312.0 1 972.50 972.89 162985.0 -1327.0 -669. 303. -366 2 972.50 973.63 165121.0 2136.0 1077. 302. 1379 3 972.50 973.58 164976.0 -145.0 -73. 303. 230 4 972.50 973.54 164861.0 -115.0 -58. 303. 245 5 972.50 973.79 165583.0 722.0 364. 29. 393 6 972.50 973.99 166161.0 578.0 291. 29. 320 7 972.50 974.07 166394.0 233.0 117. 302. 419 8 972.50 974.30 167066.0 672.0 339. 302. 641 9 972.50 974.25 166920.0 -146.0 -74. 455. 381 10 972.50 974.19 166745.0 -175.0 -88. 454. 366 11 972.50 974.13 166570.0 -175.0 -88. 455. 367 12 972.50 974.30 167066.0 496.0 250. 30. 280 13 972.50 974.55 167796.0 730.0 368. 30. 398 14 972.50 974.42 167416.0 -380.0 -192. 557. 365 15 972.50 974.21 166803.0 -613.0 -309. 557. 248 16 972.56 974.04 166307.0 -496.0 -250. 558. 308 17 972.62 974.01 166219.0 -88.0 -44. 340. 296 18 972.69 973.88 165843.0 -376.0 -190. 600. 410 19 972.75 973.92 165959.0 116.0 58. 141. 199 20 972.81 974.07 166394.0 435.0 219. 30. 249 21 972.88 973.99 166161.0 -233.0 -117. 557. 440 22 972.94 973.76 165496.0 -665.0 -335. 557. 222 23 973.00 973.74 165439.0 -57.0 -29. 562. 533 24 973.06 973.68 165265.0 -174.0 -88. 563. 475 25 973.12 973.57 164947.0 -318.0 -160. 559. 399 26 973.19 973.78 165554.0 607.0 306. 30. 336 27 973.25 974.06 166365.0 811.0 409. 30. 439 28 973.31 975.56 170768.0 4403.0 2220. 403. 2623 29 973.38 975.83 171567.0 799.0 403. 657. 1060 30 973.44 975.87 171685.0 118.0 59. 656. 715 31 973.50 975.78 171419.0 -266.0 -134. 656. 522 __________________________________________________________________________ TOTAL FOR MONTH................ 7107.0 6480. -2898. 11310. 14892. NET CHANGE IN DAY-SECOND-FEET.. 3583. 3582. 3582. AVERAGE FLOW IN C.F.S.......... 116. 365. 480. CHANGE IN CONTENTS FOR MO.(4).. 7107.0 (1) COMPUTATIONS BASED ON THE APRIL 1989 CAPACITY TABLE. (2) BY 24-HOUR CLOCK, TIME IS 2400(MIDN.) OF DAY INDICATED UNLESS OTHERWISE NOTED. AVERAGE FLOW OR CHANGE IN RESERVOIR CONTENTS ARE FOR PERIOD ENDING AT TIME INDICATED. (3) BASED ON PROJECT RECORDS. DOES NOT INCLUDE EVAPORATION LOSSES. (4) BASED ON TOTAL CONTENTS AT BEGINNING AND END OF MONTH. RESERVOIR INFLOW COMPUTATIONS (1) SMITH RIVER, VA. PHILPOTT LAKE APRIL 2005 ELEVATION,NGVD29 CHANGE IN CONTENTS FLOW, CFS ________________ __________________ _________ TOTAL (2) GUIDE RESERVOIR CONTENTS ACRE - DAY-SEC-FEET (3) DATE HOUR CURVE LEVEL AF FEET STORED DRAWDOWN OUTFLOW INFLOW __________________________________________________________________________ 973.50 975.78 171419.0 1 973.50 975.67 171093.0 -326.0 -164. 751. 587 2 973.50 976.24 172790.0 1697.0 856. 758. 1614 3 973.50 976.18 172610.0 -180.0(5) -95. 791. 696 4 973.50 976.08 172310.0 -300.0 -151. 758. 607 5 973.50 975.90 171774.0 -536.0 -270. 758. 488 6 973.50 975.69 171152.0 -622.0 -314. 759. 445 7 973.50 975.48 170531.0 -621.0 -313. 760. 447 8 973.50 975.28 169939.0 -592.0 -298. 763. 465 9 973.50 975.03 169199.0 -740.0 -373. 765. 392 10 973.50 974.76 168409.0 -790.0 -398. 765. 367 11 973.50 974.48 167592.0 -817.0 -412. 766. 354 12 973.50 974.21 166803.0 -789.0 -398. 767. 369 13 973.50 973.94 166017.0 -786.0 -396. 769. 373 14 973.50 973.79 165583.0 -434.0 -219. 555. 336 15 973.50 973.63 165121.0 -462.0 -233. 558. 325 16 973.50 973.78 165554.0 433.0 218. 30. 248 17 973.50 973.97 166103.0 549.0 277. 29. 306 18 973.50 973.87 165814.0 -289.0 -146. 456. 310 19 973.50 973.76 165496.0 -318.0 -160. 456. 296 20 973.50 973.64 165150.0 -346.0 -174. 456. 282 21 973.50 973.53 164832.0 -318.0 -160. 457. 297 22 973.50 973.50 164745.0 -87.0 -44. 458. 414 23 973.50 973.71 165352.0 607.0 306. 29. 335 24 973.50 973.90 165901.0 549.0 277. 29. 306 25 973.50 973.92 165959.0 58.0 29. 243. 272 26 973.50 973.93 165988.0 29.0 15. 243. 258 27 973.50 973.95 166046.0 58.0 29. 243. 272 28 973.50 973.84 165728.0 -318.0 -160. 405. 245 29 973.50 973.79 165583.0 -145.0 -73. 406. 333 30 973.50 973.97 166103.0 520.0 262. 30. 292 __________________________________________________________________________ TOTAL FOR MONTH................ -5316.0 2269. -4951. 15013. 12331. NET CHANGE IN DAY-SECOND-FEET.. -2682. -2682. 2682. AVERAGE FLOW IN C.F.S.......... -89. 500. 411. CHANGE IN CONTENTS FOR MO.(4).. -5316.0 (1) COMPUTATIONS BASED ON THE APRIL 1989 CAPACITY TABLE. (2) BY 24-HOUR CLOCK, TIME IS 2400(MIDN.) OF DAY INDICATED UNLESS OTHERWISE NOTED. AVERAGE FLOW OR CHANGE IN RESERVOIR CONTENTS ARE FOR PERIOD ENDING AT TIME INDICATED. (3) BASED ON PROJECT RECORDS. DOES NOT INCLUDE EVAPORATION LOSSES. (4) BASED ON TOTAL CONTENTS AT BEGINNING AND END OF MONTH. (5) ADJUSTED FOR 23-HOUR DAY (CONVERTING FROM EST TO EDT). RESERVOIR INFLOW COMPUTATIONS (1) SMITH RIVER, VA. PHILPOTT LAKE MAY 2005 ELEVATION,NGVD29 CHANGE IN CONTENTS FLOW, CFS ________________ __________________ _________ TOTAL (2) GUIDE RESERVOIR CONTENTS ACRE - DAY-SEC-FEET (3) DATE HOUR CURVE LEVEL AF FEET STORED DRAWDOWN OUTFLOW INFLOW __________________________________________________________________________ 973.50 973.97 166103.0 1 973.50 974.13 166570.0 467.0 235. 30. 265 2 973.50 974.10 166482.0 -88.0 -44. 301. 257 3 973.50 974.06 166365.0 -117.0 -59. 301. 242 4 973.50 974.02 166248.0 -117.0 -59. 299. 240 5 973.50 973.83 165699.0 -549.0 -277. 508. 231 6 973.50 973.64 165150.0 -549.0 -277. 509. 232 7 973.50 973.77 165525.0 375.0 189. 29. 218 8 973.50 973.90 165901.0 376.0 190. 30. 220 9 973.50 973.81 165641.0 -260.0 -131. 353. 222 10 973.50 973.72 165381.0 -260.0 -131. 352. 221 11 973.50 973.63 165121.0 -260.0 -131. 353. 222 12 973.50 973.54 164861.0 -260.0 -131. 352. 221 13 973.50 973.53 164832.0 -29.0 -15. 243. 228 14 973.50 973.67 165236.0 404.0 204. 30. 234 15 973.50 973.82 165670.0 434.0 219. 29. 248 16 973.50 973.78 165554.0 -116.0 -58. 250. 192 17 973.50 973.76 165496.0 -58.0 -29. 249. 220 18 973.50 973.72 165381.0 -115.0 -58. 245. 187 19 973.50 973.77 165525.0 144.0 73. 142. 215 20 973.50 973.98 166132.0 607.0 306. 29. 335 21 973.50 974.22 166832.0 700.0 353. 29. 382 22 973.50 974.34 167183.0 351.0 177. 29. 206 23 973.50 974.46 167533.0 350.0 176. 30. 206 24 973.50 974.57 167854.0 321.0 162. 29. 191 25 973.50 974.44 167475.0 -379.0 -191. 403. 212 26 973.50 974.18 166716.0 -759.0 -383. 558. 175 27 973.50 973.87 165814.0 -902.0 -455. 656. 201 28 973.50 973.55 164889.0 -925.0 -466. 658. 192 29 973.50 973.63 165121.0 232.0 117. 30. 147 30 973.50 973.72 165381.0 260.0 131. 30. 161 31 973.50 973.42 164514.0 -867.0 -437. 614. 177 __________________________________________________________________________ TOTAL FOR MONTH................ -1589.0 2532. -3332. 7700. 6900. NET CHANGE IN DAY-SECOND-FEET.. -801. -800. 800. AVERAGE FLOW IN C.F.S.......... -26. 248. 223. CHANGE IN CONTENTS FOR MO.(4).. -1589.0 (1) COMPUTATIONS BASED ON THE APRIL 1989 CAPACITY TABLE. (2) BY 24-HOUR CLOCK, TIME IS 2400(MIDN.) OF DAY INDICATED UNLESS OTHERWISE NOTED. AVERAGE FLOW OR CHANGE IN RESERVOIR CONTENTS ARE FOR PERIOD ENDING AT TIME INDICATED. (3) BASED ON PROJECT RECORDS. DOES NOT INCLUDE EVAPORATION LOSSES. (4) BASED ON TOTAL CONTENTS AT BEGINNING AND END OF MONTH. RESERVOIR INFLOW COMPUTATIONS (1) SMITH RIVER, VA. PHILPOTT LAKE JUNE 2005 ELEVATION,NGVD29 CHANGE IN CONTENTS FLOW, CFS ________________ __________________ _________ TOTAL (2) GUIDE RESERVOIR CONTENTS ACRE - DAY-SEC-FEET (3) DATE HOUR CURVE LEVEL AF FEET STORED DRAWDOWN OUTFLOW INFLOW __________________________________________________________________________ 973.50 973.42 164514.0 1 973.50 973.23 163965.0 -549.0 -277. 459. 182 2 973.50 973.50 164745.0 780.0 393. 30. 423 3 973.50 973.57 164947.0 202.0 102. 244. 346 4 973.50 973.72 165381.0 434.0 219. 29. 248 5 973.50 973.85 165757.0 376.0 190. 29. 219 6 973.50 973.83 165699.0 -58.0 -29. 223. 194 7 973.50 973.78 165554.0 -145.0 -73. 236. 163 8 973.50 973.79 165583.0 29.0 15. 243. 258 9 973.50 973.77 165525.0 -58.0 -29. 243. 214 10 973.50 973.73 165410.0 -115.0 -58. 243. 185 11 973.50 973.86 165785.0 375.0 189. 30. 219 12 973.50 973.97 166103.0 318.0 160. 29. 189 13 973.50 973.85 165757.0 -346.0 -174. 399. 225 14 973.50 973.74 165439.0 -318.0 -160. 347. 187 15 973.50 973.58 164976.0 -463.0 -233. 400. 167 16 973.50 973.52 164803.0 -173.0 -87. 245. 158 17 973.50 973.51 164774.0 -29.0 -15. 141. 126 18 973.50 973.57 164947.0 173.0 87. 30. 117 19 973.50 973.65 165178.0 231.0 116. 30. 146 20 973.50 973.54 164861.0 -317.0 -160. 296. 136 21 973.50 973.49 164716.0 -145.0 -73. 243. 170 22 973.50 973.42 164514.0 -202.0 -102. 244. 142 23 973.50 973.37 164369.0 -145.0 -73. 192. 119 24 973.50 973.32 164225.0 -144.0 -73. 193. 120 25 973.50 973.38 164398.0 173.0 87. 30. 117 26 973.50 973.43 164543.0 145.0 73. 30. 103 27 973.50 973.34 164283.0 -260.0 -131. 243. 112 28 973.50 973.28 164109.0 -174.0 -88. 244. 156 29 973.50 973.37 164369.0 260.0 131. 203. 334 30 973.50 973.32 164225.0 -144.0 -73. 195. 122 __________________________________________________________________________ TOTAL FOR MONTH................ -289.0 1762. -1908. 5743. 5597. NET CHANGE IN DAY-SECOND-FEET.. -146. -146. 146. AVERAGE FLOW IN C.F.S.......... -5. 191. 187. CHANGE IN CONTENTS FOR MO.(4).. -289.0 (1) COMPUTATIONS BASED ON THE APRIL 1989 CAPACITY TABLE. (2) BY 24-HOUR CLOCK, TIME IS 2400(MIDN.) OF DAY INDICATED UNLESS OTHERWISE NOTED. AVERAGE FLOW OR CHANGE IN RESERVOIR CONTENTS ARE FOR PERIOD ENDING AT TIME INDICATED. (3) BASED ON PROJECT RECORDS. DOES NOT INCLUDE EVAPORATION LOSSES. (4) BASED ON TOTAL CONTENTS AT BEGINNING AND END OF MONTH. RESERVOIR INFLOW COMPUTATIONS (1) SMITH RIVER, VA. PHILPOTT LAKE JULY 2005 ELEVATION,NGVD29 CHANGE IN CONTENTS FLOW, CFS ________________ __________________ _________ TOTAL (2) GUIDE RESERVOIR CONTENTS ACRE - DAY-SEC-FEET (3) DATE HOUR CURVE LEVEL AF FEET STORED DRAWDOWN OUTFLOW INFLOW __________________________________________________________________________ 973.50 973.32 164225.0 1 973.50 973.40 164456.0 231.0 116. 185. 301 2 973.50 973.51 164774.0 318.0 160. 30. 190 3 973.50 973.64 165150.0 376.0 190. 30. 220 4 973.50 973.65 165178.0 28.0 14. 244. 258 5 973.50 973.54 164861.0 -317.0 -160. 347. 187 6 973.50 973.43 164543.0 -318.0 -160. 344. 184 7 973.50 973.58 164976.0 433.0 218. 294. 512 8 973.50 973.82 165670.0 694.0 350. 242. 592 9 973.50 973.93 165988.0 318.0 160. 29. 189 10 973.50 974.02 166248.0 260.0 131. 29. 160 11 973.50 973.88 165843.0 -405.0 -204. 348. 144 12 973.50 973.76 165496.0 -347.0 -175. 347. 172 13 973.50 973.69 165294.0 -202.0 -102. 296. 194 14 973.50 973.76 165496.0 202.0 102. 192. 294 15 973.50 973.81 165641.0 145.0 73. 264. 337 16 973.50 973.91 165930.0 289.0 146. 30. 176 17 973.50 974.01 166219.0 289.0 146. 29. 175 18 973.50 973.96 166074.0 -145.0 -73. 298. 225 19 973.50 973.89 165872.0 -202.0 -102. 295. 193 20 973.50 973.84 165728.0 -144.0 -73. 244. 171 21 973.50 973.69 165294.0 -434.0 -219. 357. 138 22 973.50 973.65 165178.0 -116.0 -58. 296. 238 23 973.50 973.66 165207.0 29.0 15. 30. 45 24 973.50 973.73 165410.0 203.0 102. 30. 132 25 973.50 973.59 165005.0 -405.0 -204. 296. 92 26 973.50 973.54 164861.0 -144.0 -73. 345. 272 27 973.50 973.29 164138.0 -723.0 -365. 297. -68 28 973.50 973.15 163733.0 -405.0 -204. 295. 91 29 973.50 973.06 163473.0 -260.0 -131. 297. 166 30 973.50 973.22 163936.0 463.0 233. 30. 263 31 973.50 973.49 164716.0 780.0 393. 30. 423 __________________________________________________________________________ TOTAL FOR MONTH................ 491.0 2549. -2303. 6420. 6666. NET CHANGE IN DAY-SECOND-FEET.. 248. 246. 246. AVERAGE FLOW IN C.F.S.......... 8. 207. 215. CHANGE IN CONTENTS FOR MO.(4).. 491.0 (1) COMPUTATIONS BASED ON THE APRIL 1989 CAPACITY TABLE. (2) BY 24-HOUR CLOCK, TIME IS 2400(MIDN.) OF DAY INDICATED UNLESS OTHERWISE NOTED. AVERAGE FLOW OR CHANGE IN RESERVOIR CONTENTS ARE FOR PERIOD ENDING AT TIME INDICATED. (3) BASED ON PROJECT RECORDS. DOES NOT INCLUDE EVAPORATION LOSSES. (4) BASED ON TOTAL CONTENTS AT BEGINNING AND END OF MONTH. RESERVOIR INFLOW COMPUTATIONS (1) SMITH RIVER, VA. PHILPOTT LAKE AUGUST 2005 ELEVATION,NGVD29 CHANGE IN CONTENTS FLOW, CFS ________________ __________________ _________ TOTAL (2) GUIDE RESERVOIR CONTENTS ACRE - DAY-SEC-FEET (3) DATE HOUR CURVE LEVEL AF FEET STORED DRAWDOWN OUTFLOW INFLOW __________________________________________________________________________ 973.50 973.49 164716.0 1 973.50 973.53 164832.0 116.0 58. 193. 251 2 973.50 973.43 164543.0 -289.0 -146. 349. 203 3 973.50 973.27 164080.0 -463.0 -233. 348. 115 4 973.50 973.10 163589.0 -491.0 -248. 348. 100 5 973.50 973.01 163329.0 -260.0 -131. 245. 114 6 973.50 973.04 163416.0 87.0 44. 29. 73 7 973.50 973.08 163531.0 115.0 58. 30. 88 8 973.50 973.03 163387.0 -144.0 -73. 245. 172 9 973.50 973.09 163560.0 173.0 87. 349. 436 10 973.50 973.09 163560.0 0.0 0. 297. 297 11 973.50 972.93 163100.0 -460.0 -232. 401. 169 12 973.50 972.89 162985.0 -115.0 -58. 193. 135 13 973.50 972.95 163157.0 172.0 87. 29. 116 14 973.50 972.99 163271.0 114.0 57. 29. 86 15 973.50 972.79 162699.0 -572.0 -288. 402. 114 16 973.50 972.75 162585.0 -114.0 -57. 402. 345 17 973.50 972.78 162671.0 86.0 43. 297. 340 18 973.50 972.77 162642.0 -29.0 -15. 193. 178 19 973.50 972.73 162528.0 -114.0 -57. 193. 136 20 973.50 972.80 162728.0 200.0 101. 30. 131 21 973.50 972.85 162871.0 143.0 72. 30. 102 22 973.50 972.72 162499.0 -372.0 -188. 297. 109 23 973.50 972.67 162356.0 -143.0 -72. 245. 173 24 973.50 972.51 161899.0 -457.0 -230. 349. 119 25 973.50 972.34 161412.0 -487.0 -246. 350. 104 26 973.50 972.23 161098.0 -314.0 -158. 245. 87 27 973.50 972.30 161298.0 200.0 101. 30. 131 28 973.50 972.35 161441.0 143.0 72. 29. 101 29 973.50 972.17 160926.0 -515.0 -260. 350. 90 30 973.50 972.03 160526.0 -400.0 -202. 351. 149 31 973.50 971.97 160356.0 -170.0 -86. 246. 160 __________________________________________________________________________ TOTAL FOR MONTH................ -4360.0 780. -2980. 7124. 4924. NET CHANGE IN DAY-SECOND-FEET.. -2198. -2200. 2200. AVERAGE FLOW IN C.F.S.......... -71. 230. 159. CHANGE IN CONTENTS FOR MO.(4).. -4360.0 (1) COMPUTATIONS BASED ON THE APRIL 1989 CAPACITY TABLE. (2) BY 24-HOUR CLOCK, TIME IS 2400(MIDN.) OF DAY INDICATED UNLESS OTHERWISE NOTED. AVERAGE FLOW OR CHANGE IN RESERVOIR CONTENTS ARE FOR PERIOD ENDING AT TIME INDICATED. (3) BASED ON PROJECT RECORDS. DOES NOT INCLUDE EVAPORATION LOSSES. (4) BASED ON TOTAL CONTENTS AT BEGINNING AND END OF MONTH. RESERVOIR INFLOW COMPUTATIONS (1) SMITH RIVER, VA. PHILPOTT LAKE SEPTEMBER 2005 ELEVATION,NGVD29 CHANGE IN CONTENTS FLOW, CFS ________________ __________________ _________ TOTAL (2) GUIDE RESERVOIR CONTENTS ACRE - DAY-SEC-FEET (3) DATE HOUR CURVE LEVEL AF FEET STORED DRAWDOWN OUTFLOW INFLOW __________________________________________________________________________ 972.50 971.97 160356.0 1 972.47 971.83 159962.0 -394.0 -199. 299. 100 2 972.43 971.72 159653.0 -309.0 -156. 247. 91 3 972.40 971.74 159709.0 56.0 28. 30. 58 4 972.37 971.77 159794.0 85.0 43. 29. 72 5 972.33 971.67 159513.0 -281.0 -142. 194. 52 6 972.30 971.54 159147.0 -366.0 -185. 247. 62 7 972.27 971.41 158782.0 -365.0 -184. 248. 64 8 972.23 971.24 158304.0 -478.0 -241. 300. 59 9 972.20 971.11 157939.0 -365.0 -184. 248. 64 10 972.17 971.12 157967.0 28.0 14. 30. 44 11 972.13 971.14 158023.0 56.0 28. 30. 58 12 972.10 971.00 157630.0 -393.0 -198. 248. 50 13 972.07 970.83 157156.0 -474.0 -239. 300. 61 14 972.03 970.67 156709.0 -447.0 -225. 301. 76 15 972.00 970.57 156430.0 -279.0 -141. 195. 54 16 971.97 970.59 156486.0 56.0 28. 196. 224 17 971.93 970.62 156570.0 84.0 42. 30. 72 18 971.90 970.63 156598.0 28.0 14. 30. 44 19 971.87 970.47 156151.0 -447.0 -225. 298. 73 20 971.83 970.39 155928.0 -223.0 -112. 301. 189 21 971.80 970.28 155621.0 -307.0 -155. 249. 94 22 971.77 970.17 155314.0 -307.0 -155. 196. 41 23 971.73 970.08 155063.0 -251.0 -127. 196. 69 24 971.70 970.09 155091.0 28.0 14. 30. 44 25 971.67 970.12 155175.0 84.0 42. 30. 72 26 971.63 969.97 154758.0 -417.0 -210. 302. 92 27 971.60 969.84 154400.0 -358.0 -180. 246. 66 28 971.57 969.71 154043.0 -357.0 -180. 259. 79 29 971.53 969.56 153630.0 -413.0 -208. 259. 51 30 971.50 969.44 153300.0 -330.0 -166. 204. 38 __________________________________________________________________________ TOTAL FOR MONTH................ -7056.0 253. -3812. 5772. 2213. NET CHANGE IN DAY-SECOND-FEET.. -3557. -3559. 3559. AVERAGE FLOW IN C.F.S.......... -119. 192. 74. CHANGE IN CONTENTS FOR MO.(4).. -7056.0 (1) COMPUTATIONS BASED ON THE APRIL 1989 CAPACITY TABLE. (2) BY 24-HOUR CLOCK, TIME IS 2400(MIDN.) OF DAY INDICATED UNLESS OTHERWISE NOTED. AVERAGE FLOW OR CHANGE IN RESERVOIR CONTENTS ARE FOR PERIOD ENDING AT TIME INDICATED. (3) BASED ON PROJECT RECORDS. DOES NOT INCLUDE EVAPORATION LOSSES. (4) BASED ON TOTAL CONTENTS AT BEGINNING AND END OF MONTH. RESERVOIR INFLOW COMPUTATIONS (1) SMITH RIVER, VA. PHILPOTT LAKE OCTOBER 2005 ELEVATION,NGVD29 CHANGE IN CONTENTS FLOW, CFS ________________ __________________ _________ TOTAL (2) GUIDE RESERVOIR CONTENTS ACRE - DAY-SEC-FEET (3) DATE HOUR CURVE LEVEL AF FEET STORED DRAWDOWN OUTFLOW INFLOW __________________________________________________________________________ 971.50 969.44 153300.0 1 971.50 969.47 153383.0 83.0 42. 28. 70 2 971.50 969.49 153438.0 55.0 28. 28. 56 3 971.50 969.47 153383.0 -55.0 -28. 28. 0 4 971.50 969.33 152998.0 -385.0 -194. 198. 4 5 971.50 969.35 153053.0 55.0 28. 29. 57 6 971.50 969.45 153328.0 275.0 139. 30. 169 7 971.50 970.35 155817.0 2489.0 1255. 30. 1285 8 971.50 971.90 160159.0 4342.0 2189. 30. 2219 9 971.50 972.17 160926.0 767.0 387. 30. 417 10 971.50 972.24 161126.0 200.0 101. 193. 294 11 971.50 972.66 162328.0 1202.0 606. 193. 799 12 971.50 972.79 162699.0 371.0 187. 193. 380 13 971.50 972.83 162814.0 115.0 58. 193. 251 14 971.50 972.83 162814.0 0.0 0. 196. 196 15 971.50 972.91 163043.0 229.0 115. 30. 145 16 971.50 972.99 163271.0 228.0 115. 30. 145 17 971.50 972.94 163128.0 -143.0 -72. 193. 121 18 971.50 972.90 163014.0 -114.0 -57. 193. 136 19 971.50 972.86 162900.0 -114.0 -57. 193. 136 20 971.50 972.83 162814.0 -86.0 -43. 193. 150 21 971.50 972.83 162814.0 0.0 0. 135. 135 22 971.50 972.87 162928.0 114.0 57. 30. 87 23 971.50 972.93 163100.0 172.0 87. 30. 117 24 971.50 972.84 162842.0 -258.0 -130. 211. 81 25 971.50 972.79 162699.0 -143.0 -72. 186. 114 26 971.50 972.72 162499.0 -200.0 -101. 196. 95 27 971.50 972.64 162270.0 -229.0 -115. 192. 77 28 971.50 972.58 162099.0 -171.0 -86. 194. 108 29 971.50 972.63 162242.0 143.0 72. 29. 101 30 971.50 972.66 162328.0 86.0 43. 29. 72 31 971.50 972.60 162156.0 -172.0 -87. 194. 107 __________________________________________________________________________ TOTAL FOR MONTH................ 8856.0 5509. -1042. 3657. 8124. NET CHANGE IN DAY-SECOND-FEET.. 4465. 4467. 4467. AVERAGE FLOW IN C.F.S.......... 144. 118. 262. CHANGE IN CONTENTS FOR MO.(4).. 8856.0 (1) COMPUTATIONS BASED ON THE APRIL 1989 CAPACITY TABLE. (2) BY 24-HOUR CLOCK, TIME IS 2400(MIDN.) OF DAY INDICATED UNLESS OTHERWISE NOTED. AVERAGE FLOW OR CHANGE IN RESERVOIR CONTENTS ARE FOR PERIOD ENDING AT TIME INDICATED. (3) BASED ON PROJECT RECORDS. DOES NOT INCLUDE EVAPORATION LOSSES. (4) BASED ON TOTAL CONTENTS AT BEGINNING AND END OF MONTH. RESERVOIR INFLOW COMPUTATIONS (1) SMITH RIVER, VA. PHILPOTT LAKE NOVEMBER 2005 ELEVATION,NGVD29 CHANGE IN CONTENTS FLOW, CFS ________________ __________________ _________ TOTAL (2) GUIDE RESERVOIR CONTENTS ACRE - DAY-SEC-FEET (3) DATE HOUR CURVE LEVEL AF FEET STORED DRAWDOWN OUTFLOW INFLOW __________________________________________________________________________ 971.50 972.60 162156.0 1 971.50 972.54 161984.0 -172.0 -87. 185. 98 2 971.50 972.48 161813.0 -171.0 -86. 194. 108 3 971.50 972.40 161584.0 -229.0 -115. 193. 78 4 971.50 972.34 161412.0 -172.0 -87. 194. 107 5 971.50 972.38 161527.0 115.0 58. 29. 87 6 971.50 972.43 161670.0 143.0 72. 29. 101 7 971.50 972.36 161470.0 -200.0 -101. 194. 93 8 971.50 972.29 161269.0 -201.0 -101. 194. 93 9 971.50 972.21 161041.0 -228.0 -115. 190. 75 10 971.50 972.14 160840.0 -201.0 -101. 188. 87 11 971.50 972.11 160755.0 -85.0 -43. 193. 150 12 971.50 972.04 160554.0 -201.0 -101. 29. -72 13 971.50 972.09 160697.0 143.0 72. 30. 102 14 971.50 972.11 160755.0 58.0 29. 194. 223 15 971.50 971.95 160300.0 -455.0 -229. 193. -36 16 971.50 971.95 160300.0 0.0 0. 194. 194 17 971.50 971.96 160328.0 28.0 14. 195. 209 18 971.50 971.92 160215.0 -113.0 -57. 195. 138 19 971.50 971.85 160019.0 -196.0 -99. 30. -69 20 971.50 971.90 160159.0 140.0 71. 30. 101 21 971.50 972.09 160697.0 538.0 271. 194. 465 22 971.50 972.18 160955.0 258.0 130. 194. 324 23 971.50 972.12 160783.0 -172.0 -87. 187. 100 24 971.50 972.10 160726.0 -57.0 -29. 185. 156 25 971.50 972.03 160526.0 -200.0 -101. 188. 87 26 971.50 972.08 160669.0 143.0 72. 29. 101 27 971.50 972.15 160869.0 200.0 101. 29. 130 28 971.50 972.24 161126.0 257.0 130. 200. 330 29 971.50 973.64 165150.0 4024.0 2029. 193. 2222 30 971.50 974.02 166248.0 1098.0 554. 192. 746 __________________________________________________________________________ TOTAL FOR MONTH................ 4092.0 3603. -1539. 4464. 6528. NET CHANGE IN DAY-SECOND-FEET.. 2063. 2064. 2064. AVERAGE FLOW IN C.F.S.......... 69. 149. 218. CHANGE IN CONTENTS FOR MO.(4).. 4092.0 (1) COMPUTATIONS BASED ON THE APRIL 1989 CAPACITY TABLE. (2) BY 24-HOUR CLOCK, TIME IS 2400(MIDN.) OF DAY INDICATED UNLESS OTHERWISE NOTED. AVERAGE FLOW OR CHANGE IN RESERVOIR CONTENTS ARE FOR PERIOD ENDING AT TIME INDICATED. (3) BASED ON PROJECT RECORDS. DOES NOT INCLUDE EVAPORATION LOSSES. (4) BASED ON TOTAL CONTENTS AT BEGINNING AND END OF MONTH. RESERVOIR INFLOW COMPUTATIONS (1) SMITH RIVER, VA. PHILPOTT LAKE DECEMBER 2005 ELEVATION,NGVD29 CHANGE IN CONTENTS FLOW, CFS ________________ __________________ _________ TOTAL (2) GUIDE RESERVOIR CONTENTS ACRE - DAY-SEC-FEET (3) DATE HOUR CURVE LEVEL AF FEET STORED DRAWDOWN OUTFLOW INFLOW __________________________________________________________________________ 971.50 974.02 166248.0 1 971.50 974.14 166599.0 351.0 177. 193. 370 2 971.50 974.19 166745.0 146.0 74. 193. 267 3 971.50 974.05 166336.0 -409.0 -206. 459. 253 4 971.50 973.92 165959.0 -377.0 -190. 459. 269 5 971.50 973.84 165728.0 -231.0 -116. 460. 344 6 971.50 973.73 165410.0 -318.0 -160. 460. 300 7 971.50 973.57 164947.0 -463.0 -233. 461. 228 8 971.50 973.40 164456.0 -491.0 -248. 462. 214 9 971.50 973.34 164283.0 -173.0 -87. 466. 379 10 971.50 973.51 164774.0 491.0 248. 30. 278 11 971.50 973.64 165150.0 376.0 190. 30. 220 12 971.50 973.49 164716.0 -434.0 -219. 469. 250 13 971.50 973.31 164196.0 -520.0 -262. 463. 201 14 971.50 973.12 163647.0 -549.0 -277. 462. 185 15 971.50 973.12 163647.0 0.0 0. 462. 462 16 971.50 973.06 163473.0 -174.0 -88. 462. 374 17 971.50 973.26 164051.0 578.0 291. 30. 321 18 971.50 973.43 164543.0 492.0 248. 30. 278 19 971.50 973.38 164398.0 -145.0 -73. 357. 284 20 971.50 973.30 164167.0 -231.0 -116. 357. 241 21 971.50 973.19 163849.0 -318.0 -160. 373. 213 22 971.50 973.12 163647.0 -202.0 -102. 305. 203 23 971.50 973.04 163416.0 -231.0 -116. 304. 188 24 971.50 973.15 163733.0 317.0 160. 30. 190 25 971.50 973.35 164312.0 579.0 292. 29. 321 26 971.50 973.26 164051.0 -261.0 -132. 409. 277 27 971.50 973.16 163762.0 -289.0 -146. 407. 261 28 971.50 973.04 163416.0 -346.0 -174. 409. 235 29 971.50 973.03 163387.0 -29.0 -15. 409. 394 30 971.50 972.97 163214.0 -173.0 -87. 410. 323 31 971.50 973.12 163647.0 433.0 218. 30. 248 __________________________________________________________________________ TOTAL FOR MONTH................ -2601.0 1898. -3207. 9880. 8571. NET CHANGE IN DAY-SECOND-FEET.. -1311. -1309. 1309. AVERAGE FLOW IN C.F.S.......... -42. 319. 276. CHANGE IN CONTENTS FOR MO.(4).. -2601.0 (1) COMPUTATIONS BASED ON THE APRIL 1989 CAPACITY TABLE. (2) BY 24-HOUR CLOCK, TIME IS 2400(MIDN.) OF DAY INDICATED UNLESS OTHERWISE NOTED. AVERAGE FLOW OR CHANGE IN RESERVOIR CONTENTS ARE FOR PERIOD ENDING AT TIME INDICATED. (3) BASED ON PROJECT RECORDS. DOES NOT INCLUDE EVAPORATION LOSSES. (4) BASED ON TOTAL CONTENTS AT BEGINNING AND END OF MONTH. RESERVOIR INFLOW COMPUTATIONS (1) SMITH RIVER, VA. PHILPOTT LAKE JANUARY 2006 ELEVATION,NGVD29 CHANGE IN CONTENTS FLOW, CFS ________________ __________________ _________ TOTAL (2) GUIDE RESERVOIR CONTENTS ACRE - DAY-SEC-FEET (3) DATE HOUR CURVE LEVEL AF FEET STORED DRAWDOWN OUTFLOW INFLOW __________________________________________________________________________ 971.50 973.12 163647.0 1 971.50 973.26 164051.0 404.0 204. 30. 234 2 971.50 973.40 164456.0 405.0 204. 141. 345 3 971.50 973.38 164398.0 -58.0 -29. 357. 328 4 971.50 973.33 164254.0 -144.0 -73. 357. 284 5 971.50 973.19 163849.0 -405.0 -204. 461. 257 6 971.50 973.02 163358.0 -491.0 -248. 462. 214 7 971.50 973.14 163705.0 347.0 175. 30. 205 8 971.50 973.23 163965.0 260.0 131. 30. 161 9 971.50 973.10 163589.0 -376.0 -190. 409. 219 10 971.50 972.95 163157.0 -432.0 -218. 409. 191 11 971.50 972.94 163128.0 -29.0 -15. 409. 394 12 971.50 972.85 162871.0 -257.0 -130. 410. 280 13 971.50 973.19 163849.0 978.0 493. 409. 902 14 971.50 974.66 168117.0 4268.0 2152. 29. 2181 15 971.50 975.03 169199.0 1082.0 546. 29. 575 16 971.50 975.23 169791.0 592.0 298. 140. 438 17 971.50 975.15 169554.0 -237.0 -119. 508. 389 18 971.50 975.15 169554.0 0.0 0. 507. 507 19 971.50 975.08 169347.0 -207.0 -104. 508. 404 20 971.50 974.78 168468.0 -879.0 -443. 792. 349 21 971.50 974.97 169022.0 554.0 279. 29. 308 22 971.50 975.15 169554.0 532.0 268. 29. 297 23 971.50 974.64 168059.0 -1495.0 -754. 1041. 287 24 971.50 974.17 166686.0 -1373.0 -692. 1044. 352 25 971.50 973.62 165092.0 -1594.0 -804. 1049. 245 26 971.50 973.01 163329.0 -1763.0 -889. 1078. 189 27 971.50 972.43 161670.0 -1659.0 -836. 1057. 221 28 971.50 972.57 162070.0 400.0 202. 29. 231 29 971.50 972.73 162528.0 458.0 231. 29. 260 30 971.50 972.63 162242.0 -286.0 -144. 410. 266 31 971.50 972.52 161927.0 -315.0 -159. 410. 251 __________________________________________________________________________ TOTAL FOR MONTH................ -1720.0 5183. -6051. 12632. 11764. NET CHANGE IN DAY-SECOND-FEET.. -867. -868. 868. AVERAGE FLOW IN C.F.S.......... -28. 407. 379. CHANGE IN CONTENTS FOR MO.(4).. -1720.0 (1) COMPUTATIONS BASED ON THE APRIL 1989 CAPACITY TABLE. (2) BY 24-HOUR CLOCK, TIME IS 2400(MIDN.) OF DAY INDICATED UNLESS OTHERWISE NOTED. AVERAGE FLOW OR CHANGE IN RESERVOIR CONTENTS ARE FOR PERIOD ENDING AT TIME INDICATED. (3) BASED ON PROJECT RECORDS. DOES NOT INCLUDE EVAPORATION LOSSES. (4) BASED ON TOTAL CONTENTS AT BEGINNING AND END OF MONTH. RESERVOIR INFLOW COMPUTATIONS (1) SMITH RIVER, VA. PHILPOTT LAKE FEBRUARY 2006 ELEVATION,NGVD29 CHANGE IN CONTENTS FLOW, CFS ________________ __________________ _________ TOTAL (2) GUIDE RESERVOIR CONTENTS ACRE - DAY-SEC-FEET (3) DATE HOUR CURVE LEVEL AF FEET STORED DRAWDOWN OUTFLOW INFLOW __________________________________________________________________________ 971.50 972.52 161927.0 1 971.53 972.38 161527.0 -400.0 -202. 411. 209 2 971.57 972.27 161212.0 -315.0 -159. 410. 251 3 971.60 972.18 160955.0 -257.0 -130. 411. 281 4 971.63 972.39 161555.0 600.0 302. 29. 331 5 971.67 972.60 162156.0 601.0 303. 29. 332 6 971.70 972.66 162328.0 172.0 87. 179. 266 7 971.73 972.70 162442.0 114.0 57. 203. 260 8 971.77 972.73 162528.0 86.0 43. 204. 247 9 971.80 972.76 162614.0 86.0 43. 179. 222 10 971.83 972.78 162671.0 57.0 29. 179. 208 11 971.87 972.97 163214.0 543.0 274. 30. 304 12 971.90 973.09 163560.0 346.0 174. 30. 204 13 971.93 973.08 163531.0 -29.0 -15. 252. 237 14 971.97 973.04 163416.0 -115.0 -58. 252. 194 15 972.00 973.03 163387.0 -29.0 -15. 248. 233 16 972.04 973.02 163358.0 -29.0 -15. 227. 212 17 972.08 973.00 163300.0 -58.0 -29. 227. 198 18 972.12 973.13 163676.0 376.0 190. 30. 220 19 972.15 973.23 163965.0 289.0 146. 25. 171 20 972.19 973.24 163994.0 29.0 15. 188. 203 21 972.23 973.23 163965.0 -29.0 -15. 200. 185 22 972.27 973.23 163965.0 0.0 0. 203. 203 23 972.31 973.25 164023.0 58.0 29. 180. 209 24 972.35 973.24 163994.0 -29.0 -15. 180. 165 25 972.38 973.34 164283.0 289.0 146. 30. 176 26 972.42 973.44 164572.0 289.0 146. 30. 176 27 972.46 973.40 164456.0 -116.0 -58. 200. 142 28 972.50 973.40 164456.0 0.0 0. 203. 203 __________________________________________________________________________ TOTAL FOR MONTH................ 2529.0 1984. -711. 4969. 6242. NET CHANGE IN DAY-SECOND-FEET.. 1275. 1273. 1273. AVERAGE FLOW IN C.F.S.......... 45. 177. 223. CHANGE IN CONTENTS FOR MO.(4).. 2529.0 (1) COMPUTATIONS BASED ON THE APRIL 1989 CAPACITY TABLE. (2) BY 24-HOUR CLOCK, TIME IS 2400(MIDN.) OF DAY INDICATED UNLESS OTHERWISE NOTED. AVERAGE FLOW OR CHANGE IN RESERVOIR CONTENTS ARE FOR PERIOD ENDING AT TIME INDICATED. (3) BASED ON PROJECT RECORDS. DOES NOT INCLUDE EVAPORATION LOSSES. (4) BASED ON TOTAL CONTENTS AT BEGINNING AND END OF MONTH. RESERVOIR INFLOW COMPUTATIONS (1) SMITH RIVER, VA. PHILPOTT LAKE MARCH 2006 ELEVATION,NGVD29 CHANGE IN CONTENTS FLOW, CFS ________________ __________________ _________ TOTAL (2) GUIDE RESERVOIR CONTENTS ACRE - DAY-SEC-FEET (3) DATE HOUR CURVE LEVEL AF FEET STORED DRAWDOWN OUTFLOW INFLOW __________________________________________________________________________ 972.50 973.40 164456.0 1 972.53 973.40 164456.0 0.0 0. 179. 179 2 972.57 973.38 164398.0 -58.0 -29. 179. 150 3 972.60 973.39 164427.0 29.0 15. 179. 194 4 972.63 973.46 164629.0 202.0 102. 30. 132 5 972.67 973.55 164889.0 260.0 131. 30. 161 6 972.70 973.54 164861.0 -28.0 -14. 203. 189 7 972.73 973.52 164803.0 -58.0 -29. 205. 176 8 972.77 973.50 164745.0 -58.0 -29. 179. 150 9 972.80 973.51 164774.0 29.0 15. 179. 194 10 972.83 973.49 164716.0 -58.0 -29. 178. 149 11 972.87 973.57 164947.0 231.0 116. 30. 146 12 972.90 973.65 165178.0 231.0 116. 30. 146 13 972.93 973.67 165236.0 58.0 29. 154. 183 14 972.97 973.64 165150.0 -86.0 -43. 178. 135 15 973.00 973.62 165092.0 -58.0 -29. 202. 173 16 973.03 973.58 164976.0 -116.0 -58. 202. 144 17 973.06 973.55 164889.0 -87.0 -44. 202. 158 18 973.09 973.62 165092.0 203.0 102. 30. 132 19 973.12 973.69 165294.0 202.0 102. 29. 131 20 973.16 973.63 165121.0 -173.0 -87. 250. 163 21 973.19 973.74 165439.0 318.0 160. 55. 215 22 973.22 973.82 165670.0 231.0 116. 20. 136 23 973.25 973.88 165843.0 173.0 87. 37. 124 24 973.28 973.79 165583.0 -260.0 -131. 286. 155 25 973.31 973.86 165785.0 202.0 102. 30. 132 26 973.34 973.94 166017.0 232.0 117. 30. 147 27 973.38 973.89 165872.0 -145.0 -73. 217. 144 28 973.41 973.88 165843.0 -29.0 -15. 190. 175 29 973.44 973.84 165728.0 -115.0 -58. 180. 122 30 973.47 973.81 165641.0 -87.0 -44. 190. 146 31 973.50 973.80 165612.0 -29.0 -15. 166. 151 __________________________________________________________________________ TOTAL FOR MONTH................ 1156.0 1310. -727. 4249. 4832. NET CHANGE IN DAY-SECOND-FEET.. 583. 583. 583. AVERAGE FLOW IN C.F.S.......... 19. 137. 156. CHANGE IN CONTENTS FOR MO.(4).. 1156.0 (1) COMPUTATIONS BASED ON THE APRIL 1989 CAPACITY TABLE. (2) BY 24-HOUR CLOCK, TIME IS 2400(MIDN.) OF DAY INDICATED UNLESS OTHERWISE NOTED. AVERAGE FLOW OR CHANGE IN RESERVOIR CONTENTS ARE FOR PERIOD ENDING AT TIME INDICATED. (3) BASED ON PROJECT RECORDS. DOES NOT INCLUDE EVAPORATION LOSSES. (4) BASED ON TOTAL CONTENTS AT BEGINNING AND END OF MONTH. RESERVOIR INFLOW COMPUTATIONS (1) SMITH RIVER, VA. PHILPOTT LAKE APRIL 2006 ELEVATION,NGVD29 CHANGE IN CONTENTS FLOW, CFS ________________ __________________ _________ TOTAL (2) GUIDE RESERVOIR CONTENTS ACRE - DAY-SEC-FEET (3) DATE HOUR CURVE LEVEL AF FEET STORED DRAWDOWN OUTFLOW INFLOW __________________________________________________________________________ 973.50 973.80 165612.0 1 973.50 973.86 165785.0 173.0 87. 29. 116 2 973.50 973.93 165988.0 203.0 102. 29. 131 3 973.50 973.92 165959.0 -29.0 -15. 153. 138 4 973.50 973.90 165901.0 -58.0 -29. 178. 149 5 973.50 973.84 165728.0 -173.0 -87. 200. 113 6 973.50 973.80 165612.0 -116.0 -58. 201. 143 7 973.50 973.79 165583.0 -29.0 -15. 201. 186 8 973.50 973.84 165728.0 145.0 73. 29. 102 9 973.50 973.91 165930.0 202.0 102. 29. 131 10 973.50 973.86 165785.0 -145.0 -73. 201. 128 11 973.50 973.81 165641.0 -144.0 -73. 201. 128 12 973.50 973.76 165496.0 -145.0 -73. 201. 128 13 973.50 973.73 165410.0 -86.0 -43. 178. 135 14 973.50 973.72 165381.0 -29.0 -15. 153. 138 15 973.50 973.78 165554.0 173.0 87. 29. 116 16 973.50 973.84 165728.0 174.0 88. 30. 118 17 973.50 973.85 165757.0 29.0 15. 154. 169 18 973.50 973.82 165670.0 -87.0 -44. 201. 157 19 973.50 973.77 165525.0 -145.0 -73. 200. 127 20 973.50 973.71 165352.0 -173.0 -87. 200. 113 21 973.50 973.69 165294.0 -58.0 -29. 177. 148 22 973.50 973.84 165728.0 434.0 219. 30. 249 23 973.50 973.93 165988.0 260.0 131. 30. 161 24 973.50 974.00 166190.0 202.0 102. 34. 136 25 973.50 974.07 166394.0 204.0 103. 32. 135 26 973.50 973.99 166161.0 -233.0 -117. 270. 153 27 973.50 974.02 166248.0 87.0 44. 296. 340 28 973.50 973.96 166074.0 -174.0 -88. 296. 208 29 973.50 974.04 166307.0 233.0 117. 29. 146 30 973.50 974.11 166511.0 204.0 103. 29. 132 __________________________________________________________________________ TOTAL FOR MONTH................ 899.0 1373. -919. 4020. 4474. NET CHANGE IN DAY-SECOND-FEET.. 453. 454. 454. AVERAGE FLOW IN C.F.S.......... 15. 134. 149. CHANGE IN CONTENTS FOR MO.(4).. 899.0 (1) COMPUTATIONS BASED ON THE APRIL 1989 CAPACITY TABLE. (2) BY 24-HOUR CLOCK, TIME IS 2400(MIDN.) OF DAY INDICATED UNLESS OTHERWISE NOTED. AVERAGE FLOW OR CHANGE IN RESERVOIR CONTENTS ARE FOR PERIOD ENDING AT TIME INDICATED. (3) BASED ON PROJECT RECORDS. DOES NOT INCLUDE EVAPORATION LOSSES. (4) BASED ON TOTAL CONTENTS AT BEGINNING AND END OF MONTH. RESERVOIR INFLOW COMPUTATIONS (1) SMITH RIVER, VA. PHILPOTT LAKE MAY 2006 ELEVATION,NGVD29 CHANGE IN CONTENTS FLOW, CFS ________________ __________________ _________ TOTAL (2) GUIDE RESERVOIR CONTENTS ACRE - DAY-SEC-FEET (3) DATE HOUR CURVE LEVEL AF FEET STORED DRAWDOWN OUTFLOW INFLOW __________________________________________________________________________ 973.50 974.11 166511.0 1 973.50 974.06 166365.0 -146.0 -74. 201. 127 2 973.50 974.03 166278.0 -87.0 -44. 173. 129 3 973.50 973.99 166161.0 -117.0 -59. 176. 117 4 973.50 973.94 166017.0 -144.0 -73. 200. 127 5 973.50 973.93 165988.0 -29.0 -15. 177. 162 6 973.50 973.98 166132.0 144.0 73. 30. 103 7 973.50 974.09 166453.0 321.0 162. 29. 191 8 973.50 974.10 166482.0 29.0 15. 153. 168 9 973.50 974.05 166336.0 -146.0 -74. 198. 124 10 973.50 974.01 166219.0 -117.0 -59. 198. 139 11 973.50 973.98 166132.0 -87.0 -44. 199. 155 12 973.50 974.04 166307.0 175.0 88. 25. 113 13 973.50 974.08 166424.0 117.0 59. 48. 107 14 973.50 974.22 166832.0 408.0 206. 37. 243 15 973.50 974.32 167124.0 292.0 147. 47. 194 16 973.50 974.39 167329.0 205.0 103. 22. 125 17 973.50 974.43 167446.0 117.0 59. 41. 100 18 973.50 974.48 167592.0 146.0 74. 44. 118 19 973.50 974.43 167446.0 -146.0 -74. 185. 111 20 973.50 974.45 167504.0 58.0 29. 43. 72 21 973.50 974.48 167592.0 88.0 44. 34. 78 22 973.50 974.34 167183.0 -409.0 -206. 294. 88 23 973.50 974.19 166745.0 -438.0 -221. 295. 74 24 973.50 974.04 166307.0 -438.0 -221. 298. 77 25 973.50 973.90 165901.0 -406.0 -205. 299. 94 26 973.50 973.84 165728.0 -173.0 -87. 247. 160 27 973.50 973.89 165872.0 144.0 73. 32. 105 28 973.50 973.92 165959.0 87.0 44. 32. 76 29 973.50 973.87 165814.0 -145.0 -73. 141. 68 30 973.50 973.83 165699.0 -115.0 -58. 141. 83 31 973.50 973.78 165554.0 -145.0 -73. 191. 118 __________________________________________________________________________ TOTAL FOR MONTH................ -957.0 1176. -1660. 4230. 3746. NET CHANGE IN DAY-SECOND-FEET.. -482. -484. 484. AVERAGE FLOW IN C.F.S.......... -16. 136. 121. CHANGE IN CONTENTS FOR MO.(4).. -957.0 (1) COMPUTATIONS BASED ON THE APRIL 1989 CAPACITY TABLE. (2) BY 24-HOUR CLOCK, TIME IS 2400(MIDN.) OF DAY INDICATED UNLESS OTHERWISE NOTED. AVERAGE FLOW OR CHANGE IN RESERVOIR CONTENTS ARE FOR PERIOD ENDING AT TIME INDICATED. (3) BASED ON PROJECT RECORDS. DOES NOT INCLUDE EVAPORATION LOSSES. (4) BASED ON TOTAL CONTENTS AT BEGINNING AND END OF MONTH. RESERVOIR INFLOW COMPUTATIONS (1) SMITH RIVER, VA. PHILPOTT LAKE JUNE 2006 ELEVATION,NGVD29 CHANGE IN CONTENTS FLOW, CFS ________________ __________________ _________ TOTAL (2) GUIDE RESERVOIR CONTENTS ACRE - DAY-SEC-FEET (3) DATE HOUR CURVE LEVEL AF FEET STORED DRAWDOWN OUTFLOW INFLOW __________________________________________________________________________ 973.50 973.78 165554.0 1 973.50 973.72 165381.0 -173.0 -87. 296. 209 2 973.50 973.71 165352.0 -29.0 -15. 193. 178 3 973.50 973.73 165410.0 58.0 29. 32. 61 4 973.50 973.76 165496.0 86.0 43. 32. 75 5 973.50 973.69 165294.0 -202.0 -102. 142. 40 6 973.50 973.61 165063.0 -231.0 -116. 194. 78 7 973.50 973.44 164572.0 -491.0 -248. 291. 43 8 973.50 973.32 164225.0 -347.0 -175. 299. 124 9 973.50 973.14 163705.0 -520.0 -262. 298. 36 10 973.50 973.17 163791.0 86.0 43. 32. 75 11 973.50 973.23 163965.0 174.0 88. 32. 120 12 973.50 973.23 163965.0 0.0 0. 142. 142 13 973.50 973.15 163733.0 -232.0 -117. 195. 78 14 973.50 973.02 163358.0 -375.0 -189. 298. 109 15 973.50 972.84 162842.0 -516.0 -260. 298. 38 16 973.50 972.68 162385.0 -457.0 -230. 298. 68 17 973.50 972.69 162413.0 28.0 14. 32. 46 18 973.50 972.69 162413.0 0.0 0. 32. 32 19 973.50 972.55 162013.0 -400.0 -202. 247. 45 20 973.50 972.43 161670.0 -343.0 -173. 247. 74 21 973.50 972.29 161269.0 -401.0 -202. 245. 43 22 973.50 972.14 160840.0 -429.0 -216. 247. 31 23 973.50 972.03 160526.0 -314.0 -158. 241. 83 24 973.50 972.03 160526.0 0.0 0. 32. 32 25 973.50 972.27 161212.0 686.0 346. 32. 378 26 973.50 973.42 164514.0 3302.0 1665. 197. 1862 27 973.50 974.72 168292.0 3778.0 1905. 246. 2151 28 973.50 975.06 169288.0 996.0 502. 244. 746 29 973.50 975.11 169436.0 148.0 75. 285. 360 30 973.50 975.11 169436.0 0.0 0. 238. 238 __________________________________________________________________________ TOTAL FOR MONTH................ 3882.0 4710. -2752. 5637. 7595. NET CHANGE IN DAY-SECOND-FEET.. 1957. 1958. 1958. AVERAGE FLOW IN C.F.S.......... 65. 188. 253. CHANGE IN CONTENTS FOR MO.(4).. 3882.0 (1) COMPUTATIONS BASED ON THE APRIL 1989 CAPACITY TABLE. (2) BY 24-HOUR CLOCK, TIME IS 2400(MIDN.) OF DAY INDICATED UNLESS OTHERWISE NOTED. AVERAGE FLOW OR CHANGE IN RESERVOIR CONTENTS ARE FOR PERIOD ENDING AT TIME INDICATED. (3) BASED ON PROJECT RECORDS. DOES NOT INCLUDE EVAPORATION LOSSES. (4) BASED ON TOTAL CONTENTS AT BEGINNING AND END OF MONTH. RESERVOIR INFLOW COMPUTATIONS (1) SMITH RIVER, VA. PHILPOTT LAKE JULY 2006 ELEVATION,NGVD29 CHANGE IN CONTENTS FLOW, CFS ________________ __________________ _________ TOTAL (2) GUIDE RESERVOIR CONTENTS ACRE - DAY-SEC-FEET (3) DATE HOUR CURVE LEVEL AF FEET STORED DRAWDOWN OUTFLOW INFLOW __________________________________________________________________________ 973.50 975.11 169436.0 1 973.50 975.20 169702.0 266.0 134. 32. 166 2 973.50 975.28 169939.0 237.0 119. 32. 151 3 973.50 975.07 169317.0 -622.0 -314. 446. 132 4 973.50 974.97 169022.0 -295.0 -149. 343. 194 5 973.50 974.81 168555.0 -467.0 -235. 398. 163 6 973.50 974.65 168088.0 -467.0 -235. 398. 163 7 973.50 974.48 167592.0 -496.0 -250. 398. 148 8 973.50 974.51 167679.0 87.0 44. 32. 76 9 973.50 974.55 167796.0 117.0 59. 32. 91 10 973.50 974.42 167416.0 -380.0 -192. 348. 156 11 973.50 974.24 166891.0 -525.0 -265. 344. 79 12 973.50 974.09 166453.0 -438.0 -221. 348. 127 13 973.50 974.01 166219.0 -234.0 -118. 347. 229 14 973.50 974.08 166424.0 205.0 103. 84. 187 15 973.50 974.12 166540.0 116.0 58. 57. 115 16 973.50 974.14 166599.0 59.0 30. 58. 88 17 973.50 973.99 166161.0 -438.0 -221. 297. 76 18 973.50 973.83 165699.0 -462.0 -233. 297. 64 19 973.50 973.75 165468.0 -231.0 -116. 297. 181 20 973.50 973.57 164947.0 -521.0 -263. 349. 86 21 973.50 973.51 164774.0 -173.0 -87. 196. 109 22 973.50 973.51 164774.0 0.0 0. 58. 58 23 973.50 973.52 164803.0 29.0 15. 57. 72 24 973.50 973.39 164427.0 -376.0 -190. 246. 56 25 973.50 973.31 164196.0 -231.0 -116. 297. 181 26 973.50 973.19 163849.0 -347.0 -175. 297. 122 27 973.50 973.02 163358.0 -491.0 -248. 350. 102 28 973.50 972.86 162900.0 -458.0 -231. 298. 67 29 973.50 972.89 162985.0 85.0 43. 32. 75 30 973.50 972.90 163014.0 29.0 15. 32. 47 31 973.50 972.73 162528.0 -486.0 -245. 298. 53 __________________________________________________________________________ TOTAL FOR MONTH................ -6908.0 620. -4104. 7098. 3614. NET CHANGE IN DAY-SECOND-FEET.. -3483. -3484. 3484. AVERAGE FLOW IN C.F.S.......... -112. 229. 117. CHANGE IN CONTENTS FOR MO.(4).. -6908.0 (1) COMPUTATIONS BASED ON THE APRIL 1989 CAPACITY TABLE. (2) BY 24-HOUR CLOCK, TIME IS 2400(MIDN.) OF DAY INDICATED UNLESS OTHERWISE NOTED. AVERAGE FLOW OR CHANGE IN RESERVOIR CONTENTS ARE FOR PERIOD ENDING AT TIME INDICATED. (3) BASED ON PROJECT RECORDS. DOES NOT INCLUDE EVAPORATION LOSSES. (4) BASED ON TOTAL CONTENTS AT BEGINNING AND END OF MONTH. RESERVOIR INFLOW COMPUTATIONS (1) SMITH RIVER, VA. PHILPOTT LAKE AUGUST 2006 ELEVATION,NGVD29 CHANGE IN CONTENTS FLOW, CFS ________________ __________________ _________ TOTAL (2) GUIDE RESERVOIR CONTENTS ACRE - DAY-SEC-FEET (3) DATE HOUR CURVE LEVEL AF FEET STORED DRAWDOWN OUTFLOW INFLOW __________________________________________________________________________ 973.50 972.73 162528.0 1 973.47 972.55 162013.0 -515.0 -260. 299. 39 2 973.43 972.38 161527.0 -486.0 -245. 299. 54 3 973.40 972.25 161155.0 -372.0 -188. 299. 111 4 973.37 972.07 160640.0 -515.0 -260. 300. 40 5 973.33 972.04 160554.0 -86.0 -43. 58. 15 6 973.30 972.04 160554.0 0.0 0. 57. 57 7 973.27 971.91 160187.0 -367.0 -185. 303. 118 8 973.23 971.71 159625.0 -562.0 -283. 300. 17 9 973.20 971.53 159119.0 -506.0 -255. 299. 44 10 973.17 971.22 158248.0 -871.0 -439. 301. -138 11 973.13 971.05 157770.0 -478.0 -241. 302. 61 12 973.10 971.09 157883.0 113.0 57. 58. 115 13 973.07 971.09 157883.0 0.0 0. 58. 58 14 973.03 970.90 157351.0 -532.0 -268. 297. 29 15 973.00 970.99 157602.0 251.0 127. 27. 154 16 972.97 970.83 157156.0 -446.0 -225. 301. 76 17 972.94 970.51 156263.0 -893.0 -450. 460. 10 18 972.91 970.25 155538.0 -725.0 -366. 408. 42 19 972.88 970.27 155593.0 55.0 28. 32. 60 20 972.84 970.33 155761.0 168.0 85. 32. 117 21 972.81 970.15 155258.0 -503.0 -254. 302. 48 22 972.78 969.98 154785.0 -473.0 -238. 302. 64 23 972.75 969.80 154290.0 -495.0 -250. 303. 53 24 972.72 969.59 153713.0 -577.0 -291. 303. 12 25 972.69 969.39 153162.0 -551.0 -278. 303. 25 26 972.66 969.37 153108.0 -54.0 -27. 60. 33 27 972.62 969.33 152998.0 -110.0 -55. 58. 3 28 972.59 969.11 152393.0 -605.0 -305. 304. -1 29 972.56 968.90 151819.0 -574.0 -289. 305. 16 30 972.53 968.80 151548.0 -271.0 -137. 279. 142 31 972.50 969.38 153135.0 1587.0 800. 305. 1105 __________________________________________________________________________ TOTAL FOR MONTH................ -9393.0 1097. -5832. 7314. 2579. NET CHANGE IN DAY-SECOND-FEET.. -4736. -4735. 4735. AVERAGE FLOW IN C.F.S.......... -153. 236. 83. CHANGE IN CONTENTS FOR MO.(4).. -9393.0 (1) COMPUTATIONS BASED ON THE APRIL 1989 CAPACITY TABLE. (2) BY 24-HOUR CLOCK, TIME IS 2400(MIDN.) OF DAY INDICATED UNLESS OTHERWISE NOTED. AVERAGE FLOW OR CHANGE IN RESERVOIR CONTENTS ARE FOR PERIOD ENDING AT TIME INDICATED. (3) BASED ON PROJECT RECORDS. DOES NOT INCLUDE EVAPORATION LOSSES. (4) BASED ON TOTAL CONTENTS AT BEGINNING AND END OF MONTH. RESERVOIR INFLOW COMPUTATIONS (1) SMITH RIVER, VA. PHILPOTT LAKE SEPTEMBER 2006 ELEVATION,NGVD29 CHANGE IN CONTENTS FLOW, CFS ________________ __________________ _________ TOTAL (2) GUIDE RESERVOIR CONTENTS ACRE - DAY-SEC-FEET (3) DATE HOUR CURVE LEVEL AF FEET STORED DRAWDOWN OUTFLOW INFLOW __________________________________________________________________________ 972.50 969.38 153135.0 1 972.47 969.57 153658.0 523.0 264. 250. 514 2 972.43 969.66 153905.0 247.0 125. 58. 183 3 972.40 969.70 154015.0 110.0 55. 58. 113 4 972.37 969.97 154758.0 743.0 375. 255. 630 5 972.33 970.70 156793.0 2035.0 1026. 249. 1275 6 972.30 970.77 156988.0 195.0 98. 249. 347 7 972.27 970.73 156877.0 -111.0 -56. 250. 194 8 972.23 970.71 156821.0 -56.0 -28. 197. 169 9 972.20 970.80 157072.0 251.0 127. 32. 159 10 972.17 970.89 157323.0 251.0 127. 32. 159 11 972.13 970.80 157072.0 -251.0 -127. 249. 122 12 972.10 970.70 156793.0 -279.0 -141. 249. 108 13 972.07 970.83 157156.0 363.0 183. 248. 431 14 972.03 971.03 157714.0 558.0 281. 249. 530 15 972.00 971.02 157686.0 -28.0 -14. 249. 235 16 971.97 971.11 157939.0 253.0 128. 32. 160 17 971.93 971.19 158164.0 225.0 113. 32. 145 18 971.90 971.05 157770.0 -394.0 -199. 300. 101 19 971.87 970.96 157518.0 -252.0 -127. 249. 122 20 971.83 970.84 157184.0 -334.0 -168. 249. 81 21 971.80 970.71 156821.0 -363.0 -183. 249. 66 22 971.77 970.64 156626.0 -195.0 -98. 197. 99 23 971.73 970.68 156737.0 111.0 56. 32. 88 24 971.70 970.76 156960.0 223.0 112. 32. 144 25 971.67 970.66 156681.0 -279.0 -141. 249. 108 26 971.63 970.55 156374.0 -307.0 -155. 249. 94 27 971.60 970.41 155984.0 -390.0 -197. 250. 53 28 971.57 970.31 155705.0 -279.0 -141. 249. 108 29 971.53 970.21 155426.0 -279.0 -141. 250. 109 30 971.50 970.23 155482.0 56.0 28. 31. 59 __________________________________________________________________________ TOTAL FOR MONTH................ 2347.0 3098. -1916. 5524. 6706. NET CHANGE IN DAY-SECOND-FEET.. 1183. 1182. 1182. AVERAGE FLOW IN C.F.S.......... 39. 184. 224. CHANGE IN CONTENTS FOR MO.(4).. 2347.0 (1) COMPUTATIONS BASED ON THE APRIL 1989 CAPACITY TABLE. (2) BY 24-HOUR CLOCK, TIME IS 2400(MIDN.) OF DAY INDICATED UNLESS OTHERWISE NOTED. AVERAGE FLOW OR CHANGE IN RESERVOIR CONTENTS ARE FOR PERIOD ENDING AT TIME INDICATED. (3) BASED ON PROJECT RECORDS. DOES NOT INCLUDE EVAPORATION LOSSES. (4) BASED ON TOTAL CONTENTS AT BEGINNING AND END OF MONTH. RESERVOIR INFLOW COMPUTATIONS (1) SMITH RIVER, VA. PHILPOTT LAKE OCTOBER 2006 ELEVATION,NGVD29 CHANGE IN CONTENTS FLOW, CFS ________________ __________________ _________ TOTAL (2) GUIDE RESERVOIR CONTENTS ACRE - DAY-SEC-FEET (3) DATE HOUR CURVE LEVEL AF FEET STORED DRAWDOWN OUTFLOW INFLOW __________________________________________________________________________ 971.50 970.23 155482.0 1 971.50 970.28 155621.0 139.0 70. 32. 102 2 971.50 970.23 155482.0 -139.0 -70. 144. 74 3 971.50 970.13 155203.0 -279.0 -141. 197. 56 4 971.50 969.96 154730.0 -473.0 -238. 303. 65 5 971.50 969.90 154565.0 -165.0 -83. 197. 114 6 971.50 969.89 154537.0 -28.0 -14. 144. 130 7 971.50 970.00 154840.0 303.0 153. 32. 185 8 971.50 970.10 155119.0 279.0 141. 32. 173 9 971.50 970.10 155119.0 0.0 0. 145. 145 10 971.50 970.06 155007.0 -112.0 -56. 144. 88 11 971.50 970.06 155007.0 0.0 0. 145. 145 12 971.50 970.06 155007.0 0.0 0. 144. 144 13 971.50 970.04 154952.0 -55.0 -28. 145. 117 14 971.50 970.06 155007.0 55.0 28. 32. 60 15 971.50 970.09 155091.0 84.0 42. 32. 74 16 971.50 970.02 154896.0 -195.0 -98. 179. 81 17 971.50 970.15 155258.0 362.0 183. 146. 329 18 971.50 970.18 155342.0 84.0 42. 144. 186 19 971.50 970.17 155314.0 -28.0 -14. 144. 130 20 971.50 970.21 155426.0 112.0 56. 145. 201 21 971.50 970.28 155621.0 195.0 98. 32. 130 22 971.50 970.34 155789.0 168.0 85. 32. 117 23 971.50 970.26 155565.0 -224.0 -113. 145. 32 24 971.50 970.24 155510.0 -55.0 -28. 144. 116 25 971.50 970.20 155398.0 -112.0 -56. 145. 89 26 971.50 970.16 155286.0 -112.0 -56. 145. 89 27 971.50 970.38 155900.0 614.0 310. 145. 455 28 971.50 971.13 157995.0 2095.0 1056. 32. 1088 29 971.50 971.31 158501.0 506.0 255. 32. 287 30 971.50 971.38 158698.0 197.0 99. 151. 250 31 971.50 971.40 158754.0 56.0 28. 150. 178 __________________________________________________________________________ TOTAL FOR MONTH................ 3272.0 2646. -995. 3779. 5430. NET CHANGE IN DAY-SECOND-FEET.. 1650. 1651. 1651. AVERAGE FLOW IN C.F.S.......... 53. 122. 175. CHANGE IN CONTENTS FOR MO.(4).. 3272.0 (1) COMPUTATIONS BASED ON THE APRIL 1989 CAPACITY TABLE. (2) BY 24-HOUR CLOCK, TIME IS 2400(MIDN.) OF DAY INDICATED UNLESS OTHERWISE NOTED. AVERAGE FLOW OR CHANGE IN RESERVOIR CONTENTS ARE FOR PERIOD ENDING AT TIME INDICATED. (3) BASED ON PROJECT RECORDS. DOES NOT INCLUDE EVAPORATION LOSSES. (4) BASED ON TOTAL CONTENTS AT BEGINNING AND END OF MONTH. RESERVOIR INFLOW COMPUTATIONS (1) SMITH RIVER, VA. PHILPOTT LAKE NOVEMBER 2006 ELEVATION,NGVD29 CHANGE IN CONTENTS FLOW, CFS ________________ __________________ _________ TOTAL (2) GUIDE RESERVOIR CONTENTS ACRE - DAY-SEC-FEET (3) DATE HOUR CURVE LEVEL AF FEET STORED DRAWDOWN OUTFLOW INFLOW __________________________________________________________________________ 971.50 971.40 158754.0 1 971.50 971.43 158838.0 84.0 42. 151. 193 2 971.50 971.47 158951.0 113.0 57. 151. 208 3 971.50 971.40 158754.0 -197.0 -99. 151. 52 4 971.50 971.47 158951.0 197.0 99. 29. 128 5 971.50 971.53 159119.0 168.0 85. 29. 114 6 971.50 971.51 159063.0 -56.0 -28. 150. 122 7 971.50 971.61 159344.0 281.0 142. 149. 291 8 971.50 971.97 160356.0 1012.0 510. 151. 661 9 971.50 972.12 160783.0 427.0 215. 152. 367 10 971.50 972.17 160926.0 143.0 72. 151. 223 11 971.50 972.35 161441.0 515.0 260. 29. 289 12 971.50 972.45 161727.0 286.0 144. 29. 173 13 971.50 972.40 161584.0 -143.0 -72. 275. 203 14 971.50 972.34 161412.0 -172.0 -87. 274. 187 15 971.50 972.20 161012.0 -400.0 -202. 384. 182 16 971.50 974.24 166891.0 5879.0 2964. 381. 3345 17 971.50 974.58 167884.0 993.0 501. 326. 827 18 971.50 974.29 167037.0 -847.0 -427. 913. 486 19 971.50 973.64 165150.0 -1887.0 -951. 1300. 349 20 971.50 973.04 163416.0 -1734.0 -874. 1176. 302 21 971.50 972.89 162985.0 -431.0 -217. 491. 274 22 971.50 972.87 162928.0 -57.0 -29. 437. 408 23 971.50 972.96 163186.0 258.0 130. 327. 457 24 971.50 972.95 163157.0 -29.0 -15. 382. 367 25 971.50 973.11 163618.0 461.0 232. 29. 261 26 971.50 973.26 164051.0 433.0 218. 29. 247 27 971.50 973.13 163676.0 -375.0 -189. 436. 247 28 971.50 972.99 163271.0 -405.0 -204. 439. 235 29 971.50 972.81 162757.0 -514.0 -259. 491. 232 30 971.50 972.58 162099.0 -658.0 -332. 546. 214 __________________________________________________________________________ TOTAL FOR MONTH................ 3345.0 5671. -3985. 9958. 11644. NET CHANGE IN DAY-SECOND-FEET.. 1686. 1686. 1686. AVERAGE FLOW IN C.F.S.......... 56. 332. 388. CHANGE IN CONTENTS FOR MO.(4).. 3345.0 (1) COMPUTATIONS BASED ON THE APRIL 1989 CAPACITY TABLE. (2) BY 24-HOUR CLOCK, TIME IS 2400(MIDN.) OF DAY INDICATED UNLESS OTHERWISE NOTED. AVERAGE FLOW OR CHANGE IN RESERVOIR CONTENTS ARE FOR PERIOD ENDING AT TIME INDICATED. (3) BASED ON PROJECT RECORDS. DOES NOT INCLUDE EVAPORATION LOSSES. (4) BASED ON TOTAL CONTENTS AT BEGINNING AND END OF MONTH. RESERVOIR INFLOW COMPUTATIONS (1) SMITH RIVER, VA. PHILPOTT LAKE DECEMBER 2006 ELEVATION,NGVD29 CHANGE IN CONTENTS FLOW, CFS ________________ __________________ _________ TOTAL (2) GUIDE RESERVOIR CONTENTS ACRE - DAY-SEC-FEET (3) DATE HOUR CURVE LEVEL AF FEET STORED DRAWDOWN OUTFLOW INFLOW __________________________________________________________________________ 971.50 972.58 162099.0 1 971.50 972.37 161498.0 -601.0 -303. 546. 243 2 971.50 972.48 161813.0 315.0 159. 29. 188 3 971.50 972.60 162156.0 343.0 173. 29. 202 4 971.50 972.36 161470.0 -686.0 -346. 493. 147 5 971.50 972.16 160898.0 -572.0 -288. 493. 205 6 971.50 971.93 160243.0 -655.0 -330. 492. 162 7 971.50 971.70 159597.0 -646.0 -326. 495. 169 8 971.50 971.45 158895.0 -702.0 -354. 496. 142 9 971.50 971.55 159175.0 280.0 141. 29. 170 10 971.50 971.63 159400.0 225.0 113. 29. 142 11 971.50 971.52 159091.0 -309.0 -156. 331. 175 12 971.50 971.39 158726.0 -365.0 -184. 323. 139 13 971.50 971.30 158473.0 -253.0 -128. 247. 119 14 971.50 971.26 158361.0 -112.0 -56. 208. 152 15 971.50 971.22 158248.0 -113.0 -57. 207. 150 16 971.50 971.31 158501.0 253.0 128. 29. 157 17 971.50 971.39 158726.0 225.0 113. 29. 142 18 971.50 971.34 158585.0 -141.0 -71. 207. 136 19 971.50 971.31 158501.0 -84.0 -42. 207. 165 20 971.50 971.25 158333.0 -168.0 -85. 208. 123 21 971.50 971.20 158192.0 -141.0 -71. 208. 137 22 971.50 971.53 159119.0 927.0 467. 207. 674 23 971.50 972.03 160526.0 1407.0 709. 29. 738 24 971.50 972.25 161155.0 629.0 317. 29. 346 25 971.50 972.65 162299.0 1144.0 577. 152. 729 26 971.50 972.98 163243.0 944.0 476. 213. 689 27 971.50 973.06 163473.0 230.0 116. 274. 390 28 971.50 973.12 163647.0 174.0 88. 213. 301 29 971.50 973.18 163820.0 173.0 87. 213. 300 30 971.50 973.32 164225.0 405.0 204. 29. 233 31 971.50 973.58 164976.0 751.0 379. 29. 408 __________________________________________________________________________ TOTAL FOR MONTH................ 2877.0 4247. -2797. 6723. 8173. NET CHANGE IN DAY-SECOND-FEET.. 1450. 1450. 1450. AVERAGE FLOW IN C.F.S.......... 47. 217. 264. CHANGE IN CONTENTS FOR MO.(4).. 2877.0 (1) COMPUTATIONS BASED ON THE APRIL 1989 CAPACITY TABLE. (2) BY 24-HOUR CLOCK, TIME IS 2400(MIDN.) OF DAY INDICATED UNLESS OTHERWISE NOTED. AVERAGE FLOW OR CHANGE IN RESERVOIR CONTENTS ARE FOR PERIOD ENDING AT TIME INDICATED. (3) BASED ON PROJECT RECORDS. DOES NOT INCLUDE EVAPORATION LOSSES. (4) BASED ON TOTAL CONTENTS AT BEGINNING AND END OF MONTH. RESERVOIR INFLOW COMPUTATIONS (1) SMITH RIVER, VA. PHILPOTT LAKE JANUARY 2007 ELEVATION,NGVD29 CHANGE IN CONTENTS FLOW, CFS ________________ __________________ _________ TOTAL (2) GUIDE RESERVOIR CONTENTS ACRE - DAY-SEC-FEET (3) DATE HOUR CURVE LEVEL AF FEET STORED DRAWDOWN OUTFLOW INFLOW __________________________________________________________________________ 971.50 973.58 164976.0 1 971.50 974.91 168847.0 3871.0 1952. 259. 2211 2 971.50 975.04 169228.0 381.0 192. 544. 736 3 971.50 974.97 169022.0 -206.0 -104. 598. 494 4 971.50 974.87 168730.0 -292.0 -147. 542. 395 5 971.50 974.87 168730.0 0.0 0. 481. 481 6 971.50 974.72 168292.0 -438.0 -221. 676. 455 7 971.50 974.63 168030.0 -262.0 -132. 706. 574 8 971.50 975.03 169199.0 1169.0 589. 692. 1281 9 971.50 975.03 169199.0 0.0 0. 692. 692 10 971.50 974.89 168789.0 -410.0 -207. 692. 485 11 971.50 974.70 168234.0 -555.0 -280. 694. 414 12 971.50 974.48 167592.0 -642.0 -324. 693. 369 13 971.50 974.69 168205.0 613.0 309. 30. 339 14 971.50 974.87 168730.0 525.0 265. 30. 295 15 971.50 974.51 167679.0 -1051.0 -530. 888. 358 16 971.50 974.06 166365.0 -1314.0 -662. 943. 281 17 971.50 973.61 165063.0 -1302.0 -656. 946. 290 18 971.50 973.13 163676.0 -1387.0 -699. 949. 250 19 971.50 972.64 162270.0 -1406.0 -709. 950. 241 20 971.50 972.80 162728.0 458.0 231. 29. 260 21 971.50 973.00 163300.0 572.0 288. 29. 317 22 971.50 973.06 163473.0 173.0 87. 204. 291 23 971.50 973.11 163618.0 145.0 73. 203. 276 24 971.50 973.12 163647.0 29.0 15. 207. 222 25 971.50 973.14 163705.0 58.0 29. 207. 236 26 971.50 973.15 163733.0 28.0 14. 207. 221 27 971.50 973.29 164138.0 405.0 204. 29. 233 28 971.50 973.42 164514.0 376.0 190. 29. 219 29 971.50 973.40 164456.0 -58.0 -29. 203. 174 30 971.50 973.41 164485.0 29.0 15. 204. 219 31 971.50 973.41 164485.0 0.0 0. 207. 207 __________________________________________________________________________ TOTAL FOR MONTH................ -491.0 4453. -4700. 13763. 13516. NET CHANGE IN DAY-SECOND-FEET.. -248. -247. 247. AVERAGE FLOW IN C.F.S.......... -8. 444. 436. CHANGE IN CONTENTS FOR MO.(4).. -491.0 (1) COMPUTATIONS BASED ON THE APRIL 1989 CAPACITY TABLE. (2) BY 24-HOUR CLOCK, TIME IS 2400(MIDN.) OF DAY INDICATED UNLESS OTHERWISE NOTED. AVERAGE FLOW OR CHANGE IN RESERVOIR CONTENTS ARE FOR PERIOD ENDING AT TIME INDICATED. (3) BASED ON PROJECT RECORDS. DOES NOT INCLUDE EVAPORATION LOSSES. (4) BASED ON TOTAL CONTENTS AT BEGINNING AND END OF MONTH. RESERVOIR INFLOW COMPUTATIONS (1) SMITH RIVER, VA. PHILPOTT LAKE FEBRUARY 2007 ELEVATION,NGVD29 CHANGE IN CONTENTS FLOW, CFS ________________ __________________ _________ TOTAL (2) GUIDE RESERVOIR CONTENTS ACRE - DAY-SEC-FEET (3) DATE HOUR CURVE LEVEL AF FEET STORED DRAWDOWN OUTFLOW INFLOW __________________________________________________________________________ 971.50 973.41 164485.0 1 971.53 973.40 164456.0 -29.0 -15. 207. 192 2 971.57 973.40 164456.0 0.0 0. 207. 207 3 971.60 973.50 164745.0 289.0 146. 29. 175 4 971.63 973.61 165063.0 318.0 160. 29. 189 5 971.67 973.58 164976.0 -87.0 -44. 207. 163 6 971.70 973.57 164947.0 -29.0 -15. 207. 192 7 971.73 973.55 164889.0 -58.0 -29. 207. 178 8 971.77 973.53 164832.0 -57.0 -29. 207. 178 9 971.80 973.51 164774.0 -58.0 -29. 207. 178 10 971.83 973.60 165034.0 260.0 131. 29. 160 11 971.87 973.71 165352.0 318.0 160. 29. 189 12 971.90 973.68 165265.0 -87.0 -44. 207. 163 13 971.93 973.85 165757.0 492.0 248. 206. 454 14 971.97 974.25 166920.0 1163.0 586. 207. 793 15 972.00 974.36 167241.0 321.0 162. 206. 368 16 972.04 974.41 167387.0 146.0 74. 207. 281 17 972.08 974.20 166774.0 -613.0 -309. 535. 226 18 972.12 974.03 166278.0 -496.0 -250. 487. 237 19 972.15 973.78 165554.0 -724.0 -365. 595. 230 20 972.19 973.61 165063.0 -491.0 -248. 495. 247 21 972.23 973.47 164658.0 -405.0 -204. 439. 235 22 972.27 973.25 164023.0 -635.0 -320. 440. 120 23 972.31 973.18 163820.0 -203.0 -102. 440. 338 24 972.35 973.31 164196.0 376.0 190. 29. 219 25 972.38 973.52 164803.0 607.0 306. 29. 335 26 972.42 973.52 164803.0 0.0 0. 325. 325 27 972.46 973.48 164687.0 -116.0 -58. 326. 268 28 972.50 973.44 164572.0 -115.0 -58. 326. 268 __________________________________________________________________________ TOTAL FOR MONTH................ 87.0 2163. -2119. 7064. 7108. NET CHANGE IN DAY-SECOND-FEET.. 44. 44. 44. AVERAGE FLOW IN C.F.S.......... 2. 252. 254. CHANGE IN CONTENTS FOR MO.(4).. 87.0 (1) COMPUTATIONS BASED ON THE APRIL 1989 CAPACITY TABLE. (2) BY 24-HOUR CLOCK, TIME IS 2400(MIDN.) OF DAY INDICATED UNLESS OTHERWISE NOTED. AVERAGE FLOW OR CHANGE IN RESERVOIR CONTENTS ARE FOR PERIOD ENDING AT TIME INDICATED. (3) BASED ON PROJECT RECORDS. DOES NOT INCLUDE EVAPORATION LOSSES. (4) BASED ON TOTAL CONTENTS AT BEGINNING AND END OF MONTH. RESERVOIR INFLOW COMPUTATIONS (1) SMITH RIVER, VA. PHILPOTT LAKE MARCH 2007 ELEVATION,NGVD29 CHANGE IN CONTENTS FLOW, CFS ________________ __________________ _________ TOTAL (2) GUIDE RESERVOIR CONTENTS ACRE - DAY-SEC-FEET (3) DATE HOUR CURVE LEVEL AF FEET STORED DRAWDOWN OUTFLOW INFLOW __________________________________________________________________________ 972.50 973.44 164572.0 1 972.53 973.59 165005.0 433.0 218. 326. 544 2 972.57 975.34 170116.0 5111.0 2577. 324. 2901 3 972.60 975.83 171567.0 1451.0 732. 30. 762 4 972.63 976.11 172400.0 833.0 420. 30. 450 5 972.67 975.95 171922.0 -478.0 -241. 695. 454 6 972.70 975.75 171330.0 -592.0 -298. 696. 398 7 972.73 975.52 170649.0 -681.0 -343. 696. 353 8 972.77 975.31 170028.0 -621.0 -313. 697. 384 9 972.80 975.06 169288.0 -740.0 -373. 698. 325 10 972.83 975.03 169199.0 -89.0 -45. 373. 328 11 972.87 975.05 169258.0 59.0 30. 274. 304 12 972.90 974.95 168964.0 -294.0 -148. 435. 287 13 972.93 974.76 168409.0 -555.0 -280. 586. 306 14 972.97 974.56 167825.0 -584.0 -294. 586. 292 15 973.00 974.39 167329.0 -496.0 -250. 585. 335 16 973.03 975.41 170324.0 2995.0 1510. 534. 2044 17 973.06 975.72 171241.0 917.0 462. 426. 888 18 973.09 975.83 171567.0 326.0 164. 427. 591 19 973.12 975.76 171360.0 -207.0 -104. 584. 480 20 973.16 975.53 170679.0 -681.0 -343. 741. 398 21 973.19 975.32 170057.0 -622.0 -314. 741. 427 22 973.22 975.11 169436.0 -621.0 -313. 690. 377 23 973.25 974.90 168818.0 -618.0 -312. 690. 378 24 973.28 975.00 169110.0 292.0 147. 202. 349 25 973.31 975.08 169347.0 237.0 119. 202. 321 26 973.34 974.86 168701.0 -646.0 -326. 638. 312 27 973.38 974.68 168176.0 -525.0 -265. 638. 373 28 973.41 974.51 167679.0 -497.0 -251. 628. 377 29 973.44 974.43 167446.0 -233.0 -117. 641. 524 30 973.47 974.27 166978.0 -468.0 -236. 587. 351 31 973.50 974.46 167533.0 555.0 280. 29. 309 __________________________________________________________________________ TOTAL FOR MONTH................ 2961.0 6659. -5166. 15429. 16922. NET CHANGE IN DAY-SECOND-FEET.. 1493. 1493. 1493. AVERAGE FLOW IN C.F.S.......... 48. 498. 546. CHANGE IN CONTENTS FOR MO.(4).. 2961.0 (1) COMPUTATIONS BASED ON THE APRIL 1989 CAPACITY TABLE. (2) BY 24-HOUR CLOCK, TIME IS 2400(MIDN.) OF DAY INDICATED UNLESS OTHERWISE NOTED. AVERAGE FLOW OR CHANGE IN RESERVOIR CONTENTS ARE FOR PERIOD ENDING AT TIME INDICATED. (3) BASED ON PROJECT RECORDS. DOES NOT INCLUDE EVAPORATION LOSSES. (4) BASED ON TOTAL CONTENTS AT BEGINNING AND END OF MONTH. RESERVOIR INFLOW COMPUTATIONS (1) SMITH RIVER, VA. PHILPOTT LAKE APRIL 2007 ELEVATION,NGVD29 CHANGE IN CONTENTS FLOW, CFS ________________ __________________ _________ TOTAL (2) GUIDE RESERVOIR CONTENTS ACRE - DAY-SEC-FEET (3) DATE HOUR CURVE LEVEL AF FEET STORED DRAWDOWN OUTFLOW INFLOW __________________________________________________________________________ 973.50 974.46 167533.0 1 973.50 974.64 168059.0 526.0 265. 30. 295 2 973.50 974.55 167796.0 -263.0 -133. 429. 296 3 973.50 974.43 167446.0 -350.0 -176. 427. 251 4 973.50 974.32 167124.0 -322.0 -162. 427. 265 5 973.50 974.16 166657.0 -467.0 -235. 429. 194 6 973.50 974.04 166307.0 -350.0 -176. 429. 253 7 973.50 974.15 166628.0 321.0 162. 29. 191 8 973.50 974.27 166978.0 350.0 176. 29. 205 9 973.50 974.06 166365.0 -613.0 -309. 534. 225 10 973.50 973.89 165872.0 -493.0 -249. 482. 233 11 973.50 973.88 165843.0 -29.0 -15. 376. 361 12 973.50 974.02 166248.0 405.0 204. 375. 579 13 973.50 974.01 166219.0 -29.0 -15. 375. 360 14 973.50 974.19 166745.0 526.0 265. 29. 294 15 973.50 974.63 168030.0 1285.0 648. 29. 677 16 973.50 974.85 168672.0 642.0 324. 270. 594 17 973.50 974.98 169052.0 380.0 192. 269. 461 18 973.50 974.75 168380.0 -672.0 -339. 739. 400 19 973.50 974.47 167562.0 -818.0 -412. 792. 380 20 973.50 974.25 166920.0 -642.0 -324. 688. 364 21 973.50 974.32 167124.0 204.0 103. 200. 303 22 973.50 974.37 167270.0 146.0 74. 200. 274 23 973.50 974.23 166862.0 -408.0 -206. 473. 267 24 973.50 974.09 166453.0 -409.0 -206. 461. 255 25 973.50 973.95 166046.0 -407.0 -205. 461. 256 26 973.50 973.84 165728.0 -318.0 -160. 468. 308 27 973.50 973.75 165468.0 -260.0 -131. 469. 338 28 973.50 973.91 165930.0 462.0 233. 29. 262 29 973.50 974.09 166453.0 523.0 264. 29. 293 30 973.50 973.95 166046.0 -407.0 -205. 29. -176 __________________________________________________________________________ TOTAL FOR MONTH................ -1487.0 2910. -3658. 10006. 9258. NET CHANGE IN DAY-SECOND-FEET.. -750. -748. 748. AVERAGE FLOW IN C.F.S.......... -25. 334. 309. CHANGE IN CONTENTS FOR MO.(4).. -1487.0 (1) COMPUTATIONS BASED ON THE APRIL 1989 CAPACITY TABLE. (2) BY 24-HOUR CLOCK, TIME IS 2400(MIDN.) OF DAY INDICATED UNLESS OTHERWISE NOTED. AVERAGE FLOW OR CHANGE IN RESERVOIR CONTENTS ARE FOR PERIOD ENDING AT TIME INDICATED. (3) BASED ON PROJECT RECORDS. DOES NOT INCLUDE EVAPORATION LOSSES. (4) BASED ON TOTAL CONTENTS AT BEGINNING AND END OF MONTH. RESERVOIR INFLOW COMPUTATIONS (1) SMITH RIVER, VA. PHILPOTT LAKE MAY 2007 ELEVATION,NGVD29 CHANGE IN CONTENTS FLOW, CFS ________________ __________________ _________ TOTAL (2) GUIDE RESERVOIR CONTENTS ACRE - DAY-SEC-FEET (3) DATE HOUR CURVE LEVEL AF FEET STORED DRAWDOWN OUTFLOW INFLOW __________________________________________________________________________ 973.50 973.95 166046.0 1 973.50 974.10 166482.0 436.0 220. 197. 417 2 973.50 974.12 166540.0 58.0 29. 197. 226 3 973.50 974.15 166628.0 88.0 44. 196. 240 4 973.50 974.18 166716.0 88.0 44. 197. 241 5 973.50 974.33 167154.0 438.0 221. 29. 250 6 973.50 974.45 167504.0 350.0 176. 29. 205 7 973.50 974.45 167504.0 0.0 0. 197. 197 8 973.50 974.46 167533.0 29.0 15. 197. 212 9 973.50 974.48 167592.0 59.0 30. 197. 227 10 973.50 974.48 167592.0 0.0 0. 198. 198 11 973.50 974.50 167650.0 58.0 29. 198. 227 12 973.50 974.63 168030.0 380.0 192. 30. 222 13 973.50 974.73 168322.0 292.0 147. 30. 177 14 973.50 974.64 168059.0 -263.0 -133. 306. 173 15 973.50 974.55 167796.0 -263.0 -133. 306. 173 16 973.50 974.48 167592.0 -204.0 -103. 305. 202 17 973.50 974.33 167154.0 -438.0 -221. 413. 192 18 973.50 974.23 166862.0 -292.0 -147. 360. 213 19 973.50 974.09 166453.0 -409.0 -206. 358. 152 20 973.50 974.00 166190.0 -263.0 -133. 305. 172 21 973.50 974.09 166453.0 263.0 133. 25. 158 22 973.50 974.17 166686.0 233.0 117. 33. 150 23 973.50 974.14 166599.0 -87.0 -44. 211. 167 24 973.50 974.11 166511.0 -88.0 -44. 198. 154 25 973.50 974.08 166424.0 -87.0 -44. 198. 154 26 973.50 974.15 166628.0 204.0 103. 29. 132 27 973.50 974.23 166862.0 234.0 118. 29. 147 28 973.50 974.24 166891.0 29.0 15. 151. 166 29 973.50 974.21 166803.0 -88.0 -44. 202. 158 30 973.50 974.13 166570.0 -233.0 -117. 254. 137 31 973.50 974.15 166628.0 58.0 29. 202. 231 __________________________________________________________________________ TOTAL FOR MONTH................ 582.0 1662. -1369. 5777. 6070. NET CHANGE IN DAY-SECOND-FEET.. 293. 293. 293. AVERAGE FLOW IN C.F.S.......... 9. 186. 196. CHANGE IN CONTENTS FOR MO.(4).. 582.0 (1) COMPUTATIONS BASED ON THE APRIL 1989 CAPACITY TABLE. (2) BY 24-HOUR CLOCK, TIME IS 2400(MIDN.) OF DAY INDICATED UNLESS OTHERWISE NOTED. AVERAGE FLOW OR CHANGE IN RESERVOIR CONTENTS ARE FOR PERIOD ENDING AT TIME INDICATED. (3) BASED ON PROJECT RECORDS. DOES NOT INCLUDE EVAPORATION LOSSES. (4) BASED ON TOTAL CONTENTS AT BEGINNING AND END OF MONTH. RESERVOIR INFLOW COMPUTATIONS (1) SMITH RIVER, VA. PHILPOTT LAKE JUNE 2007 ELEVATION,NGVD29 CHANGE IN CONTENTS FLOW, CFS ________________ __________________ _________ TOTAL (2) GUIDE RESERVOIR CONTENTS ACRE - DAY-SEC-FEET (3) DATE HOUR CURVE LEVEL AF FEET STORED DRAWDOWN OUTFLOW INFLOW __________________________________________________________________________ 973.50 974.15 166628.0 1 973.50 974.23 166862.0 234.0 118. 202. 320 2 973.50 974.32 167124.0 262.0 132. 29. 161 3 973.50 974.67 168146.0 1022.0 515. 29. 544 4 973.50 974.70 168234.0 88.0 44. 254. 298 5 973.50 974.68 168176.0 -58.0 -29. 255. 226 6 973.50 974.62 168000.0 -176.0 -89. 255. 166 7 973.50 974.59 167913.0 -87.0 -44. 202. 158 8 973.50 974.49 167621.0 -292.0 -147. 307. 160 9 973.50 974.55 167796.0 175.0 88. 30. 118 10 973.50 974.61 167971.0 175.0 88. 30. 118 11 973.50 974.75 168380.0 409.0 206. 255. 461 12 973.50 974.75 168380.0 0.0 0. 262. 262 13 973.50 974.75 168380.0 0.0 0. 262. 262 14 973.50 974.95 168964.0 584.0 294. 262. 556 15 973.50 974.55 167796.0 -1168.0 -589. 263. -326 16 973.50 974.54 167767.0 -29.0 -15. 30. 15 17 973.50 974.57 167854.0 87.0 44. 30. 74 18 973.50 974.50 167650.0 -204.0 -103. 315. 212 19 973.50 974.36 167241.0 -409.0 -206. 361. 155 20 973.50 974.31 167095.0 -146.0 -74. 312. 238 21 973.50 974.17 166686.0 -409.0 -206. 308. 102 22 973.50 974.06 166365.0 -321.0 -162. 255. 93 23 973.50 974.11 166511.0 146.0 74. 29. 103 24 973.50 974.15 166628.0 117.0 59. 29. 88 25 973.50 974.08 166424.0 -204.0 -103. 202. 99 26 973.50 974.01 166219.0 -205.0 -103. 243. 140 27 973.50 973.90 165901.0 -318.0 -160. 296. 136 28 973.50 973.86 165785.0 -116.0 -58. 247. 189 29 973.50 973.82 165670.0 -115.0 -58. 243. 185 30 973.50 973.93 165988.0 318.0 160. 29. 189 __________________________________________________________________________ TOTAL FOR MONTH................ -640.0 1822. -2146. 5826. 5502. NET CHANGE IN DAY-SECOND-FEET.. -323. -324. 324. AVERAGE FLOW IN C.F.S.......... -11. 194. 183. CHANGE IN CONTENTS FOR MO.(4).. -640.0 (1) COMPUTATIONS BASED ON THE APRIL 1989 CAPACITY TABLE. (2) BY 24-HOUR CLOCK, TIME IS 2400(MIDN.) OF DAY INDICATED UNLESS OTHERWISE NOTED. AVERAGE FLOW OR CHANGE IN RESERVOIR CONTENTS ARE FOR PERIOD ENDING AT TIME INDICATED. (3) BASED ON PROJECT RECORDS. DOES NOT INCLUDE EVAPORATION LOSSES. (4) BASED ON TOTAL CONTENTS AT BEGINNING AND END OF MONTH. RESERVOIR INFLOW COMPUTATIONS (1) SMITH RIVER, VA. PHILPOTT LAKE JULY 2007 ELEVATION,NGVD29 CHANGE IN CONTENTS FLOW, CFS ________________ __________________ _________ TOTAL (2) GUIDE RESERVOIR CONTENTS ACRE - DAY-SEC-FEET (3) DATE HOUR CURVE LEVEL AF FEET STORED DRAWDOWN OUTFLOW INFLOW __________________________________________________________________________ 973.50 973.93 165988.0 1 973.50 974.00 166190.0 202.0 102. 30. 132 2 973.50 973.86 165785.0 -405.0 -204. 296. 92 3 973.50 973.72 165381.0 -404.0 -204. 295. 91 4 973.50 973.57 164947.0 -434.0 -219. 308. 89 5 973.50 973.45 164601.0 -346.0 -174. 296. 122 6 973.50 973.33 164254.0 -347.0 -175. 297. 122 7 973.50 973.36 164340.0 86.0 43. 30. 73 8 973.50 973.39 164427.0 87.0 44. 30. 74 9 973.50 973.21 163907.0 -520.0 -262. 349. 87 10 973.50 973.06 163473.0 -434.0 -219. 298. 79 11 973.50 972.98 163243.0 -230.0 -116. 298. 182 12 973.50 972.85 162871.0 -372.0 -188. 298. 110 13 973.50 972.74 162556.0 -315.0 -159. 247. 88 14 973.50 972.77 162642.0 86.0 43. 30. 73 15 973.50 972.80 162728.0 86.0 43. 30. 73 16 973.50 972.71 162471.0 -257.0 -130. 299. 169 17 973.50 972.72 162499.0 28.0 14. 350. 364 18 973.50 972.61 162185.0 -314.0 -158. 351. 193 19 973.50 972.51 161899.0 -286.0 -144. 246. 102 20 973.50 972.40 161584.0 -315.0 -159. 248. 89 21 973.50 972.42 161641.0 57.0 29. 29. 58 22 973.50 972.44 161698.0 57.0 29. 29. 58 23 973.50 972.28 161241.0 -457.0 -230. 297. 67 24 973.50 972.19 160983.0 -258.0 -130. 298. 168 25 973.50 972.17 160926.0 -57.0 -29. 296. 267 26 973.50 972.05 160583.0 -343.0 -173. 299. 126 27 973.50 971.95 160300.0 -283.0 -143. 298. 155 28 973.50 972.02 160497.0 197.0 99. 29. 128 29 973.50 972.07 160640.0 143.0 72. 29. 101 30 973.50 971.93 160243.0 -397.0 -200. 298. 98 31 973.50 971.79 159850.0 -393.0 -198. 298. 100 __________________________________________________________________________ TOTAL FOR MONTH................ -6138.0 518. -3614. 6826. 3730. NET CHANGE IN DAY-SECOND-FEET.. -3095. -3096. 3096. AVERAGE FLOW IN C.F.S.......... -100. 220. 120. CHANGE IN CONTENTS FOR MO.(4).. -6138.0 (1) COMPUTATIONS BASED ON THE APRIL 1989 CAPACITY TABLE. (2) BY 24-HOUR CLOCK, TIME IS 2400(MIDN.) OF DAY INDICATED UNLESS OTHERWISE NOTED. AVERAGE FLOW OR CHANGE IN RESERVOIR CONTENTS ARE FOR PERIOD ENDING AT TIME INDICATED. (3) BASED ON PROJECT RECORDS. DOES NOT INCLUDE EVAPORATION LOSSES. (4) BASED ON TOTAL CONTENTS AT BEGINNING AND END OF MONTH. RESERVOIR INFLOW COMPUTATIONS (1) SMITH RIVER, VA. PHILPOTT LAKE AUGUST 2007 ELEVATION,NGVD29 CHANGE IN CONTENTS FLOW, CFS ________________ __________________ _________ TOTAL (2) GUIDE RESERVOIR CONTENTS ACRE - DAY-SEC-FEET (3) DATE HOUR CURVE LEVEL AF FEET STORED DRAWDOWN OUTFLOW INFLOW __________________________________________________________________________ 973.50 971.79 159850.0 1 973.47 971.63 159400.0 -450.0 -227. 298. 71 2 973.43 971.47 158951.0 -449.0 -226. 299. 73 3 973.40 971.31 158501.0 -450.0 -227. 300. 73 4 973.37 971.33 158557.0 56.0 28. 30. 58 5 973.33 971.36 158642.0 85.0 43. 30. 73 6 973.30 971.20 158192.0 -450.0 -227. 299. 72 7 973.27 971.03 157714.0 -478.0 -241. 299. 58 8 973.23 970.86 157239.0 -475.0 -239. 300. 61 9 973.20 970.68 156737.0 -502.0 -253. 300. 47 10 973.17 970.50 156235.0 -502.0 -253. 300. 47 11 973.13 970.50 156235.0 0.0 0. 30. 30 12 973.10 970.50 156235.0 0.0 0. 30. 30 13 973.07 970.31 155705.0 -530.0 -267. 301. 34 14 973.03 970.11 155147.0 -558.0 -281. 300. 19 15 973.00 969.91 154592.0 -555.0 -280. 301. 21 16 972.97 969.75 154153.0 -439.0 -221. 302. 81 17 972.94 969.54 153575.0 -578.0 -291. 302. 11 18 972.91 969.54 153575.0 0.0 0. 30. 30 19 972.88 969.53 153547.0 -28.0 -14. 30. 16 20 972.84 969.36 153080.0 -467.0 -235. 249. 14 21 972.81 969.21 152668.0 -412.0 -208. 249. 41 22 972.78 969.09 152338.0 -330.0 -166. 249. 83 23 972.75 968.88 151765.0 -573.0 -289. 357. 68 24 972.72 968.60 151006.0 -759.0 -383. 410. 27 25 972.69 968.50 150735.0 -271.0 -137. 197. 60 26 972.66 968.52 150789.0 54.0 27. 30. 57 27 972.62 968.37 150383.0 -406.0 -205. 251. 46 28 972.59 968.25 150058.0 -325.0 -164. 306. 142 29 972.56 968.05 149515.0 -543.0 -274. 304. 30 30 972.53 967.98 149326.0 -189.0 -95. 251. 156 31 972.50 967.94 149219.0 -107.0 -54. 252. 198 __________________________________________________________________________ TOTAL FOR MONTH................ -10631.0 98. -5457. 7186. 1827. NET CHANGE IN DAY-SECOND-FEET.. -5360. -5359. 5359. AVERAGE FLOW IN C.F.S.......... -173. 232. 59. CHANGE IN CONTENTS FOR MO.(4).. -10631.0 (1) COMPUTATIONS BASED ON THE APRIL 1989 CAPACITY TABLE. (2) BY 24-HOUR CLOCK, TIME IS 2400(MIDN.) OF DAY INDICATED UNLESS OTHERWISE NOTED. AVERAGE FLOW OR CHANGE IN RESERVOIR CONTENTS ARE FOR PERIOD ENDING AT TIME INDICATED. (3) BASED ON PROJECT RECORDS. DOES NOT INCLUDE EVAPORATION LOSSES. (4) BASED ON TOTAL CONTENTS AT BEGINNING AND END OF MONTH. RESERVOIR INFLOW COMPUTATIONS (1) SMITH RIVER, VA. PHILPOTT LAKE SEPTEMBER 2007 ELEVATION,NGVD29 CHANGE IN CONTENTS FLOW, CFS ________________ __________________ _________ TOTAL (2) GUIDE RESERVOIR CONTENTS ACRE - DAY-SEC-FEET (3) DATE HOUR CURVE LEVEL AF FEET STORED DRAWDOWN OUTFLOW INFLOW __________________________________________________________________________ 972.50 967.94 149219.0 1 972.47 968.46 150627.0 1408.0 710. 30. 740 2 972.43 968.51 150762.0 135.0 68. 30. 98 3 972.40 968.46 150627.0 -135.0 -68. 144. 76 4 972.37 968.32 150247.0 -380.0 -192. 251. 59 5 972.33 968.13 149732.0 -515.0 -260. 305. 45 6 972.30 967.95 149246.0 -486.0 -245. 305. 60 7 972.27 967.80 148844.0 -402.0 -203. 251. 48 8 972.23 967.80 148844.0 0.0 0. 30. 30 9 972.20 967.81 148871.0 27.0 14. 30. 44 10 972.17 967.65 148442.0 -429.0 -216. 252. 36 11 972.13 967.50 148040.0 -402.0 -203. 252. 49 12 972.10 967.34 147611.0 -429.0 -216. 252. 36 13 972.07 967.18 147182.0 -429.0 -216. 253. 37 14 972.03 967.80 148844.0 1662.0 838. 254. 1092 15 972.00 968.06 149543.0 699.0 352. 30. 382 16 971.97 968.12 149705.0 162.0 82. 30. 112 17 971.93 968.00 149380.0 -325.0 -164. 252. 88 18 971.90 967.87 149032.0 -348.0 -175. 252. 77 19 971.87 967.73 148656.0 -376.0 -190. 253. 63 20 971.83 967.59 148281.0 -375.0 -189. 250. 61 21 971.80 967.47 147960.0 -321.0 -162. 253. 91 22 971.77 967.49 148013.0 53.0 27. 30. 57 23 971.73 967.52 148094.0 81.0 41. 30. 71 24 971.70 967.38 147718.0 -376.0 -190. 253. 63 25 971.67 967.24 147343.0 -375.0 -189. 253. 64 26 971.63 967.08 146914.0 -429.0 -216. 254. 38 27 971.60 966.94 146542.0 -372.0 -188. 255. 67 28 971.57 966.78 146119.0 -423.0 -213. 255. 42 29 971.53 966.78 146119.0 0.0 0. 30. 30 30 971.50 966.78 146119.0 0.0 0. 30. 30 __________________________________________________________________________ TOTAL FOR MONTH................ -3100.0 2132. -3695. 5349. 3786. NET CHANGE IN DAY-SECOND-FEET.. -1563. -1563. 1563. AVERAGE FLOW IN C.F.S.......... -52. 178. 126. CHANGE IN CONTENTS FOR MO.(4).. -3100.0 (1) COMPUTATIONS BASED ON THE APRIL 1989 CAPACITY TABLE. (2) BY 24-HOUR CLOCK, TIME IS 2400(MIDN.) OF DAY INDICATED UNLESS OTHERWISE NOTED. AVERAGE FLOW OR CHANGE IN RESERVOIR CONTENTS ARE FOR PERIOD ENDING AT TIME INDICATED. (3) BASED ON PROJECT RECORDS. DOES NOT INCLUDE EVAPORATION LOSSES. (4) BASED ON TOTAL CONTENTS AT BEGINNING AND END OF MONTH. RESERVOIR INFLOW COMPUTATIONS (1) SMITH RIVER, VA. PHILPOTT LAKE OCTOBER 2007 ELEVATION,NGVD29 CHANGE IN CONTENTS FLOW, CFS ________________ __________________ _________ TOTAL (2) GUIDE RESERVOIR CONTENTS ACRE - DAY-SEC-FEET (3) DATE HOUR CURVE LEVEL AF FEET STORED DRAWDOWN OUTFLOW INFLOW __________________________________________________________________________ 971.50 966.78 146119.0 1 971.50 966.66 145802.0 -317.0 -160. 200. 40 2 971.50 966.54 145486.0 -316.0 -159. 200. 41 3 971.50 966.38 145063.0 -423.0 -213. 200. -13 4 971.50 966.27 144773.0 -290.0 -146. 200. 54 5 971.50 966.15 144456.0 -317.0 -160. 200. 40 6 971.50 966.17 144509.0 53.0 27. 31. 58 7 971.50 966.19 144562.0 53.0 27. 31. 58 8 971.50 965.99 144034.0 -528.0 -266. 310. 44 9 971.50 965.82 143590.0 -444.0 -224. 255. 31 10 971.50 965.76 143434.0 -156.0 -79. 146. 67 11 971.50 965.63 143094.0 -340.0 -171. 143. -28 12 971.50 965.55 142885.0 -209.0 -105. 147. 42 13 971.50 965.54 142859.0 -26.0 -13. 31. 18 14 971.50 965.54 142859.0 0.0 0. 31. 31 15 971.50 965.41 142520.0 -339.0 -171. 202. 31 16 971.50 965.29 142207.0 -313.0 -158. 202. 44 17 971.50 965.16 141868.0 -339.0 -171. 202. 31 18 971.50 965.04 141554.0 -314.0 -158. 203. 45 19 971.50 964.95 141322.0 -232.0 -117. 203. 86 20 971.50 964.97 141373.0 51.0 26. 31. 57 21 971.50 964.97 141373.0 0.0 0. 31. 31 22 971.50 964.90 141193.0 -180.0 -91. 203. 112 23 971.50 964.79 140910.0 -283.0 -143. 203. 60 24 971.50 964.84 141039.0 129.0 65. 203. 268 25 971.50 965.38 142442.0 1403.0 707. 202. 909 26 971.50 966.62 145697.0 3255.0 1641. 200. 1841 27 971.50 967.08 146914.0 1217.0 614. 30. 644 28 971.50 967.27 147424.0 510.0 257. 30. 287 29 971.50 967.25 147370.0 -54.0 -27. 200. 173 30 971.50 967.21 147263.0 -107.0 -54. 199. 145 31 971.50 967.15 147102.0 -161.0 -81. 200. 119 __________________________________________________________________________ TOTAL FOR MONTH................ 983.0 3364. -2867. 4869. 5366. NET CHANGE IN DAY-SECOND-FEET.. 496. 497. 497. AVERAGE FLOW IN C.F.S.......... 16. 157. 173. CHANGE IN CONTENTS FOR MO.(4).. 983.0 (1) COMPUTATIONS BASED ON THE APRIL 1989 CAPACITY TABLE. (2) BY 24-HOUR CLOCK, TIME IS 2400(MIDN.) OF DAY INDICATED UNLESS OTHERWISE NOTED. AVERAGE FLOW OR CHANGE IN RESERVOIR CONTENTS ARE FOR PERIOD ENDING AT TIME INDICATED. (3) BASED ON PROJECT RECORDS. DOES NOT INCLUDE EVAPORATION LOSSES. (4) BASED ON TOTAL CONTENTS AT BEGINNING AND END OF MONTH. RESERVOIR INFLOW COMPUTATIONS (1) SMITH RIVER, VA. PHILPOTT LAKE NOVEMBER 2007 ELEVATION,NGVD29 CHANGE IN CONTENTS FLOW, CFS ________________ __________________ _________ TOTAL (2) GUIDE RESERVOIR CONTENTS ACRE - DAY-SEC-FEET (3) DATE HOUR CURVE LEVEL AF FEET STORED DRAWDOWN OUTFLOW INFLOW __________________________________________________________________________ 971.50 967.15 147102.0 1 971.50 966.98 146647.0 -455.0 -229. 199. -30 2 971.50 966.91 146462.0 -185.0 -93. 200. 107 3 971.50 966.94 146542.0 80.0 40. 30. 70 4 971.50 967.01 146727.0 185.0 93. 30. 123 5 971.50 966.91 146462.0 -265.0 -134. 199. 65 6 971.50 966.82 146225.0 -237.0 -119. 199. 80 7 971.50 966.74 146014.0 -211.0 -106. 199. 93 8 971.50 966.64 145750.0 -264.0 -133. 199. 66 9 971.50 966.55 145512.0 -238.0 -120. 200. 80 10 971.50 966.60 145644.0 132.0 67. 31. 98 11 971.50 966.61 145670.0 26.0 13. 30. 43 12 971.50 966.54 145486.0 -184.0 -93. 200. 107 13 971.50 966.48 145327.0 -159.0 -80. 146. 66 14 971.50 966.43 145195.0 -132.0 -67. 145. 78 15 971.50 966.34 144958.0 -237.0 -119. 201. 82 16 971.50 966.17 144509.0 -449.0 -226. 316. 90 17 971.50 966.20 144588.0 79.0 40. 31. 71 18 971.50 966.23 144667.0 79.0 40. 31. 71 19 971.50 966.05 144192.0 -475.0 -239. 316. 77 20 971.50 965.93 143877.0 -315.0 -159. 255. 96 21 971.50 965.88 143747.0 -130.0 -66. 147. 81 22 971.50 965.83 143616.0 -131.0 -66. 146. 80 23 971.50 965.76 143434.0 -182.0 -92. 147. 55 24 971.50 965.79 143512.0 78.0 39. 31. 70 25 971.50 965.82 143590.0 78.0 39. 31. 70 26 971.50 965.77 143460.0 -130.0 -66. 201. 135 27 971.50 965.66 143173.0 -287.0 -145. 202. 57 28 971.50 965.55 142885.0 -288.0 -145. 202. 57 29 971.50 965.45 142625.0 -260.0 -131. 202. 71 30 971.50 965.36 142390.0 -235.0 -118. 202. 84 __________________________________________________________________________ TOTAL FOR MONTH................ -4712.0 371. -2746. 4668. 2293. NET CHANGE IN DAY-SECOND-FEET.. -2376. -2375. 2375. AVERAGE FLOW IN C.F.S.......... -79. 156. 76. CHANGE IN CONTENTS FOR MO.(4).. -4712.0 (1) COMPUTATIONS BASED ON THE APRIL 1989 CAPACITY TABLE. (2) BY 24-HOUR CLOCK, TIME IS 2400(MIDN.) OF DAY INDICATED UNLESS OTHERWISE NOTED. AVERAGE FLOW OR CHANGE IN RESERVOIR CONTENTS ARE FOR PERIOD ENDING AT TIME INDICATED. (3) BASED ON PROJECT RECORDS. DOES NOT INCLUDE EVAPORATION LOSSES. (4) BASED ON TOTAL CONTENTS AT BEGINNING AND END OF MONTH. RESERVOIR INFLOW COMPUTATIONS (1) SMITH RIVER, VA. PHILPOTT LAKE DECEMBER 2007 ELEVATION,NGVD29 CHANGE IN CONTENTS FLOW, CFS ________________ __________________ _________ TOTAL (2) GUIDE RESERVOIR CONTENTS ACRE - DAY-SEC-FEET (3) DATE HOUR CURVE LEVEL AF FEET STORED DRAWDOWN OUTFLOW INFLOW __________________________________________________________________________ 971.50 965.36 142390.0 1 971.50 965.38 142442.0 52.0 26. 31. 57 2 971.50 965.39 142468.0 26.0 13. 31. 44 3 971.50 965.33 142311.0 -157.0 -79. 147. 68 4 971.50 965.19 141946.0 -365.0 -184. 264. 80 5 971.50 964.99 141424.0 -522.0 -263. 321. 58 6 971.50 964.93 141270.0 -154.0 -78. 148. 70 7 971.50 964.87 141116.0 -154.0 -78. 148. 70 8 971.50 964.90 141193.0 77.0 39. 31. 70 9 971.50 964.93 141270.0 77.0 39. 31. 70 10 971.50 964.87 141116.0 -154.0 -78. 148. 70 11 971.50 964.74 140782.0 -334.0 -168. 265. 97 12 971.50 964.67 140602.0 -180.0 -91. 148. 57 13 971.50 964.49 140139.0 -463.0 -233. 320. 87 14 971.50 964.44 140011.0 -128.0 -65. 148. 83 15 971.50 964.52 140216.0 205.0 103. 31. 134 16 971.50 964.68 140628.0 412.0 208. 31. 239 17 971.50 964.56 140319.0 -309.0 -156. 267. 111 18 971.50 964.40 139908.0 -411.0 -207. 283. 76 19 971.50 964.32 139702.0 -206.0 -104. 205. 101 20 971.50 964.26 139548.0 -154.0 -78. 149. 71 21 971.50 964.23 139471.0 -77.0 -39. 149. 110 22 971.50 964.29 139625.0 154.0 78. 31. 109 23 971.50 964.49 140139.0 514.0 259. 31. 290 24 971.50 964.58 140371.0 232.0 117. 149. 266 25 971.50 964.59 140396.0 25.0 13. 149. 162 26 971.50 964.57 140345.0 -51.0 -26. 149. 123 27 971.50 964.55 140293.0 -52.0 -26. 149. 123 28 971.50 964.61 140448.0 155.0 78. 149. 227 29 971.50 964.82 140987.0 539.0 272. 31. 303 30 971.50 965.09 141685.0 698.0 352. 31. 383 31 971.50 965.29 142207.0 522.0 263. 148. 411 __________________________________________________________________________ TOTAL FOR MONTH................ -183.0 1860. -1953. 4313. 4220. NET CHANGE IN DAY-SECOND-FEET.. -92. -93. 93. AVERAGE FLOW IN C.F.S.......... -3. 139. 136. CHANGE IN CONTENTS FOR MO.(4).. -183.0 (1) COMPUTATIONS BASED ON THE APRIL 1989 CAPACITY TABLE. (2) BY 24-HOUR CLOCK, TIME IS 2400(MIDN.) OF DAY INDICATED UNLESS OTHERWISE NOTED. AVERAGE FLOW OR CHANGE IN RESERVOIR CONTENTS ARE FOR PERIOD ENDING AT TIME INDICATED. (3) BASED ON PROJECT RECORDS. DOES NOT INCLUDE EVAPORATION LOSSES. (4) BASED ON TOTAL CONTENTS AT BEGINNING AND END OF MONTH. RESERVOIR INFLOW COMPUTATIONS (1) SMITH RIVER, VA. PHILPOTT LAKE JANUARY 2008 ELEVATION,NGVD29 CHANGE IN CONTENTS FLOW, CFS ________________ __________________ _________ TOTAL (2) GUIDE RESERVOIR CONTENTS ACRE - DAY-SEC-FEET (3) DATE HOUR CURVE LEVEL AF FEET STORED DRAWDOWN OUTFLOW INFLOW __________________________________________________________________________ 971.50 965.29 142207.0 1 971.50 965.36 142390.0 183.0 92. 148. 240 2 971.50 965.37 142416.0 26.0 13. 148. 161 3 971.50 965.35 142364.0 -52.0 -26. 148. 122 4 971.50 965.34 142337.0 -27.0 -14. 149. 135 5 971.50 965.41 142520.0 183.0 92. 31. 123 6 971.50 965.49 142729.0 209.0 105. 31. 136 7 971.50 965.47 142677.0 -52.0 -26. 148. 122 8 971.50 965.43 142572.0 -105.0 -53. 147. 94 9 971.50 965.43 142572.0 0.0 0. 147. 147 10 971.50 965.41 142520.0 -52.0 -26. 147. 121 11 971.50 965.44 142598.0 78.0 39. 148. 187 12 971.50 965.51 142781.0 183.0 92. 31. 123 13 971.50 965.58 142964.0 183.0 92. 31. 123 14 971.50 965.54 142859.0 -105.0 -53. 148. 95 15 971.50 965.50 142755.0 -104.0 -52. 148. 96 16 971.50 965.46 142651.0 -104.0 -52. 148. 96 17 971.50 965.48 142703.0 52.0 26. 147. 173 18 971.50 965.48 142703.0 0.0 0. 148. 148 19 971.50 965.56 142912.0 209.0 105. 31. 136 20 971.50 965.61 143042.0 130.0 66. 31. 97 21 971.50 965.57 142938.0 -104.0 -52. 148. 96 22 971.50 965.55 142885.0 -53.0 -27. 147. 120 23 971.50 965.52 142807.0 -78.0 -39. 147. 108 24 971.50 965.48 142703.0 -104.0 -52. 147. 95 25 971.50 965.43 142572.0 -131.0 -66. 148. 82 26 971.50 965.49 142729.0 157.0 79. 31. 110 27 971.50 965.53 142833.0 104.0 52. 31. 83 28 971.50 965.49 142729.0 -104.0 -52. 148. 96 29 971.50 965.46 142651.0 -78.0 -39. 147. 108 30 971.50 965.42 142546.0 -105.0 -53. 148. 95 31 971.50 965.37 142416.0 -130.0 -66. 148. 82 __________________________________________________________________________ TOTAL FOR MONTH................ 209.0 853. -748. 3645. 3750. NET CHANGE IN DAY-SECOND-FEET.. 105. 105. 105. AVERAGE FLOW IN C.F.S.......... 3. 118. 121. CHANGE IN CONTENTS FOR MO.(4).. 209.0 (1) COMPUTATIONS BASED ON THE APRIL 1989 CAPACITY TABLE. (2) BY 24-HOUR CLOCK, TIME IS 2400(MIDN.) OF DAY INDICATED UNLESS OTHERWISE NOTED. AVERAGE FLOW OR CHANGE IN RESERVOIR CONTENTS ARE FOR PERIOD ENDING AT TIME INDICATED. (3) BASED ON PROJECT RECORDS. DOES NOT INCLUDE EVAPORATION LOSSES. (4) BASED ON TOTAL CONTENTS AT BEGINNING AND END OF MONTH. RESERVOIR INFLOW COMPUTATIONS (1) SMITH RIVER, VA. PHILPOTT LAKE FEBRUARY 2008 ELEVATION,NGVD29 CHANGE IN CONTENTS FLOW, CFS ________________ __________________ _________ TOTAL (2) GUIDE RESERVOIR CONTENTS ACRE - DAY-SEC-FEET (3) DATE HOUR CURVE LEVEL AF FEET STORED DRAWDOWN OUTFLOW INFLOW __________________________________________________________________________ 971.50 965.37 142416.0 1 971.53 965.69 143251.0 835.0 421. 148. 569 2 971.57 966.00 144060.0 809.0 408. 31. 439 3 971.60 966.15 144456.0 396.0 200. 31. 231 4 971.63 966.22 144641.0 185.0 93. 147. 240 5 971.67 966.29 144826.0 185.0 93. 146. 239 6 971.70 966.34 144958.0 132.0 67. 146. 213 7 971.73 966.42 145169.0 211.0 106. 146. 252 8 971.77 966.46 145274.0 105.0 53. 147. 200 9 971.80 966.56 145538.0 264.0 133. 31. 164 10 971.83 966.66 145802.0 264.0 133. 30. 163 11 971.87 966.63 145723.0 -79.0 -40. 146. 106 12 971.90 966.66 145802.0 79.0 40. 145. 185 13 971.93 966.73 145987.0 185.0 93. 146. 239 14 971.97 966.75 146040.0 53.0 27. 144. 171 15 972.00 966.75 146040.0 0.0 0. 146. 146 16 972.04 966.84 146278.0 238.0 120. 30. 150 17 972.07 966.91 146462.0 184.0 93. 30. 123 18 972.11 966.96 146594.0 132.0 67. 145. 212 19 972.14 966.96 146594.0 0.0 0. 146. 146 20 972.18 966.95 146568.0 -26.0 -13. 146. 133 21 972.21 966.94 146542.0 -26.0 -13. 146. 133 22 972.25 966.93 146515.0 -27.0 -14. 146. 132 23 972.29 967.00 146700.0 185.0 93. 30. 123 24 972.32 967.07 146888.0 188.0 95. 30. 125 25 972.36 967.05 146834.0 -54.0 -27. 146. 119 26 972.39 967.05 146834.0 0.0 0. 146. 146 27 972.43 967.02 146754.0 -80.0 -40. 145. 105 28 972.46 966.99 146674.0 -80.0 -40. 146. 106 29 972.50 966.94 146542.0 -132.0 -67. 146. 79 __________________________________________________________________________ TOTAL FOR MONTH................ 4126.0 2335. -254. 3308. 5389. NET CHANGE IN DAY-SECOND-FEET.. 2080. 2081. 2081. AVERAGE FLOW IN C.F.S.......... 72. 114. 186. CHANGE IN CONTENTS FOR MO.(4).. 4126.0 (1) COMPUTATIONS BASED ON THE APRIL 1989 CAPACITY TABLE. (2) BY 24-HOUR CLOCK, TIME IS 2400(MIDN.) OF DAY INDICATED UNLESS OTHERWISE NOTED. AVERAGE FLOW OR CHANGE IN RESERVOIR CONTENTS ARE FOR PERIOD ENDING AT TIME INDICATED. (3) BASED ON PROJECT RECORDS. DOES NOT INCLUDE EVAPORATION LOSSES. (4) BASED ON TOTAL CONTENTS AT BEGINNING AND END OF MONTH. RESERVOIR INFLOW COMPUTATIONS (1) SMITH RIVER, VA. PHILPOTT LAKE MARCH 2008 ELEVATION,NGVD29 CHANGE IN CONTENTS FLOW, CFS ________________ __________________ _________ TOTAL (2) GUIDE RESERVOIR CONTENTS ACRE - DAY-SEC-FEET (3) DATE HOUR CURVE LEVEL AF FEET STORED DRAWDOWN OUTFLOW INFLOW __________________________________________________________________________ 972.50 966.94 146542.0 1 972.53 967.01 146727.0 185.0 93. 30. 123 2 972.57 967.06 146861.0 134.0 68. 30. 98 3 972.60 967.00 146700.0 -161.0 -81. 145. 64 4 972.63 967.14 147075.0 375.0 189. 145. 334 5 972.67 967.26 147397.0 322.0 162. 146. 308 6 972.70 967.30 147504.0 107.0 54. 145. 199 7 972.73 967.49 148013.0 509.0 257. 146. 403 8 972.77 967.94 149219.0 1206.0 608. 30. 638 9 972.80 968.19 149895.0 676.0 341. 30. 371 10 972.83 968.29 150166.0 271.0 137. 141. 278 11 972.87 968.36 150356.0 190.0 96. 145. 241 12 972.90 968.40 150464.0 108.0 54. 145. 199 13 972.93 968.42 150518.0 54.0 27. 143. 170 14 972.97 968.46 150627.0 109.0 55. 144. 199 15 973.00 968.57 150925.0 298.0 150. 30. 180 16 973.03 968.66 151169.0 244.0 123. 30. 153 17 973.06 968.66 151169.0 0.0 0. 144. 144 18 973.09 968.64 151114.0 -55.0 -28. 144. 116 19 973.12 968.74 151385.0 271.0 137. 144. 281 20 973.16 968.84 151656.0 271.0 137. 144. 281 21 973.19 968.89 151792.0 136.0 69. 144. 213 22 973.22 969.00 152090.0 298.0 150. 30. 180 23 973.25 969.10 152365.0 275.0 139. 30. 169 24 973.28 969.11 152393.0 28.0 14. 144. 158 25 973.31 969.11 152393.0 0.0 0. 144. 144 26 973.34 969.10 152365.0 -28.0 -14. 144. 130 27 973.38 969.09 152338.0 -27.0 -14. 143. 129 28 973.41 969.11 152393.0 55.0 28. 144. 172 29 973.44 969.17 152557.0 164.0 83. 30. 113 30 973.47 969.25 152778.0 221.0 111. 30. 141 31 973.50 969.32 152970.0 192.0 97. 143. 240 __________________________________________________________________________ TOTAL FOR MONTH................ 6428.0 3379. -137. 3327. 6569. NET CHANGE IN DAY-SECOND-FEET.. 3241. 3242. 3242. AVERAGE FLOW IN C.F.S.......... 105. 107. 212. CHANGE IN CONTENTS FOR MO.(4).. 6428.0 (1) COMPUTATIONS BASED ON THE APRIL 1989 CAPACITY TABLE. (2) BY 24-HOUR CLOCK, TIME IS 2400(MIDN.) OF DAY INDICATED UNLESS OTHERWISE NOTED. AVERAGE FLOW OR CHANGE IN RESERVOIR CONTENTS ARE FOR PERIOD ENDING AT TIME INDICATED. (3) BASED ON PROJECT RECORDS. DOES NOT INCLUDE EVAPORATION LOSSES. (4) BASED ON TOTAL CONTENTS AT BEGINNING AND END OF MONTH. RESERVOIR INFLOW COMPUTATIONS (1) SMITH RIVER, VA. PHILPOTT LAKE APRIL 2008 ELEVATION,NGVD29 CHANGE IN CONTENTS FLOW, CFS ________________ __________________ _________ TOTAL (2) GUIDE RESERVOIR CONTENTS ACRE - DAY-SEC-FEET (3) DATE HOUR CURVE LEVEL AF FEET STORED DRAWDOWN OUTFLOW INFLOW __________________________________________________________________________ 973.50 969.32 152970.0 1 973.50 969.35 153053.0 83.0 42. 142. 184 2 973.50 969.36 153080.0 27.0 14. 142. 156 3 973.50 969.41 153217.0 137.0 69. 143. 212 4 973.50 969.53 153547.0 330.0 166. 143. 309 5 973.50 969.75 154153.0 606.0 306. 30. 336 6 973.50 970.80 157072.0 2919.0 1472. 30. 1502 7 973.50 971.11 157939.0 867.0 437. 141. 578 8 973.50 971.28 158417.0 478.0 241. 142. 383 9 973.50 971.40 158754.0 337.0 170. 142. 312 10 973.50 971.48 158979.0 225.0 113. 141. 254 11 973.50 971.55 159175.0 196.0 99. 143. 242 12 973.50 971.68 159541.0 366.0 185. 29. 214 13 973.50 971.79 159850.0 309.0 156. 29. 185 14 973.50 971.82 159934.0 84.0 42. 141. 183 15 973.50 971.84 159990.0 56.0 28. 141. 169 16 973.50 971.85 160019.0 29.0 15. 142. 157 17 973.50 971.86 160047.0 28.0 14. 140. 154 18 973.50 971.87 160075.0 28.0 14. 141. 155 19 973.50 971.96 160328.0 253.0 128. 29. 157 20 973.50 972.09 160697.0 369.0 186. 29. 215 21 973.50 972.23 161098.0 401.0 202. 141. 343 22 973.50 972.32 161355.0 257.0 130. 140. 270 23 973.50 972.38 161527.0 172.0 87. 141. 228 24 973.50 972.42 161641.0 114.0 57. 141. 198 25 973.50 972.44 161698.0 57.0 29. 141. 170 26 973.50 972.56 162042.0 344.0 173. 29. 202 27 973.50 972.82 162785.0 743.0 375. 29. 404 28 973.50 973.26 164051.0 1266.0 638. 133. 771 29 973.50 973.48 164687.0 636.0 321. 134. 455 30 973.50 973.60 165034.0 347.0 175. 136. 311 __________________________________________________________________________ TOTAL FOR MONTH................ 12064.0 6084. 0. 3325. 9409. NET CHANGE IN DAY-SECOND-FEET.. 6082. 6084. 6084. AVERAGE FLOW IN C.F.S.......... 203. 111. 314. CHANGE IN CONTENTS FOR MO.(4).. 12064.0 (1) COMPUTATIONS BASED ON THE APRIL 1989 CAPACITY TABLE. (2) BY 24-HOUR CLOCK, TIME IS 2400(MIDN.) OF DAY INDICATED UNLESS OTHERWISE NOTED. AVERAGE FLOW OR CHANGE IN RESERVOIR CONTENTS ARE FOR PERIOD ENDING AT TIME INDICATED. (3) BASED ON PROJECT RECORDS. DOES NOT INCLUDE EVAPORATION LOSSES. (4) BASED ON TOTAL CONTENTS AT BEGINNING AND END OF MONTH. RESERVOIR INFLOW COMPUTATIONS (1) SMITH RIVER, VA. PHILPOTT LAKE MAY 2008 ELEVATION,NGVD29 CHANGE IN CONTENTS FLOW, CFS ________________ __________________ _________ TOTAL (2) GUIDE RESERVOIR CONTENTS ACRE - DAY-SEC-FEET (3) DATE HOUR CURVE LEVEL AF FEET STORED DRAWDOWN OUTFLOW INFLOW __________________________________________________________________________ 973.50 973.60 165034.0 1 973.50 973.69 165294.0 260.0 131. 141. 272 2 973.50 973.74 165439.0 145.0 73. 141. 214 3 973.50 973.87 165814.0 375.0 189. 29. 218 4 973.50 973.97 166103.0 289.0 146. 29. 175 5 973.50 973.97 166103.0 0.0 0. 191. 191 6 973.50 973.94 166017.0 -86.0 -43. 192. 149 7 973.50 973.91 165930.0 -87.0 -44. 191. 147 8 973.50 974.02 166248.0 318.0 160. 195. 355 9 973.50 974.21 166803.0 555.0 280. 181. 461 10 973.50 974.33 167154.0 351.0 177. 30. 207 11 973.50 974.52 167708.0 554.0 279. 29. 308 12 973.50 974.56 167825.0 117.0 59. 193. 252 13 973.50 974.42 167416.0 -409.0 -206. 397. 191 14 973.50 974.26 166949.0 -467.0 -235. 397. 162 15 973.50 974.11 166511.0 -438.0 -221. 398. 177 16 973.50 974.01 166219.0 -292.0 -147. 346. 199 17 973.50 974.08 166424.0 205.0 103. 29. 132 18 973.50 974.14 166599.0 175.0 88. 29. 117 19 973.50 974.11 166511.0 -88.0 -44. 192. 148 20 973.50 974.08 166424.0 -87.0 -44. 190. 146 21 973.50 974.03 166278.0 -146.0 -74. 191. 117 22 973.50 973.96 166074.0 -204.0 -103. 196. 93 23 973.50 973.90 165901.0 -173.0 -87. 200. 113 24 973.50 974.00 166190.0 289.0 146. 29. 175 25 973.50 974.05 166336.0 146.0 74. 29. 103 26 973.50 973.98 166132.0 -204.0 -103. 199. 96 27 973.50 973.99 166161.0 29.0 15. 244. 259 28 973.50 973.95 166046.0 -115.0 -58. 63. 5 29 973.50 973.94 166017.0 -29.0 -15. 147. 132 30 973.50 973.93 165988.0 -29.0 -15. 356. 341 31 973.50 973.93 165988.0 0.0 0. 29. 29 __________________________________________________________________________ TOTAL FOR MONTH................ 954.0 1920. -1439. 5203. 5684. NET CHANGE IN DAY-SECOND-FEET.. 481. 481. 481. AVERAGE FLOW IN C.F.S.......... 16. 168. 183. CHANGE IN CONTENTS FOR MO.(4).. 954.0 (1) COMPUTATIONS BASED ON THE APRIL 1989 CAPACITY TABLE. (2) BY 24-HOUR CLOCK, TIME IS 2400(MIDN.) OF DAY INDICATED UNLESS OTHERWISE NOTED. AVERAGE FLOW OR CHANGE IN RESERVOIR CONTENTS ARE FOR PERIOD ENDING AT TIME INDICATED. (3) BASED ON PROJECT RECORDS. DOES NOT INCLUDE EVAPORATION LOSSES. (4) BASED ON TOTAL CONTENTS AT BEGINNING AND END OF MONTH. RESERVOIR INFLOW COMPUTATIONS (1) SMITH RIVER, VA. PHILPOTT LAKE JUNE 2008 ELEVATION,NGVD29 CHANGE IN CONTENTS FLOW, CFS ________________ __________________ _________ TOTAL (2) GUIDE RESERVOIR CONTENTS ACRE - DAY-SEC-FEET (3) DATE HOUR CURVE LEVEL AF FEET STORED DRAWDOWN OUTFLOW INFLOW __________________________________________________________________________ 973.50 973.93 165988.0 1 973.50 973.93 165988.0 0.0 0. 30. 30 2 973.50 973.88 165843.0 -145.0 -73. 261. 188 3 973.50 973.72 165381.0 -462.0 -233. 262. 29 4 973.50 973.49 164716.0 -665.0 -335. 240. -95 5 973.50 973.36 164340.0 -376.0 -190. 270. 80 6 973.50 973.48 164687.0 347.0 175. 0. 175 7 973.50 973.48 164687.0 0.0 0. 0. 0 8 973.50 973.27 164080.0 -607.0 -306. 0. -306 9 973.50 973.13 163676.0 -404.0 -204. 0. -204 10 973.50 972.97 163214.0 -462.0 -233. 296. 63 11 973.50 972.83 162814.0 -400.0 -202. 244. 42 12 973.50 972.74 162556.0 -258.0 -130. 193. 63 13 973.50 972.64 162270.0 -286.0 -144. 192. 48 14 973.50 972.68 162385.0 115.0 58. 29. 87 15 973.50 972.71 162471.0 86.0 43. 29. 72 16 973.50 972.57 162070.0 -401.0 -202. 244. 42 17 973.50 972.42 161641.0 -429.0 -216. 245. 29 18 973.50 972.28 161241.0 -400.0 -202. 245. 43 19 973.50 972.12 160783.0 -458.0 -231. 245. 14 20 973.50 971.97 160356.0 -427.0 -215. 245. 30 21 973.50 971.98 160384.0 28.0 14. 29. 43 22 973.50 972.11 160755.0 371.0 187. 29. 216 23 973.50 972.08 160669.0 -86.0 -43. 245. 202 24 973.50 971.94 160271.0 -398.0 -201. 244. 43 25 973.50 971.80 159878.0 -393.0 -198. 245. 47 26 973.50 971.67 159513.0 -365.0 -184. 246. 62 27 973.50 971.54 159147.0 -366.0 -185. 246. 61 28 973.50 971.56 159204.0 57.0 29. 31. 60 29 973.50 971.59 159288.0 84.0 42. 32. 74 30 973.50 971.42 158810.0 -478.0 -241. 299. 58 __________________________________________________________________________ TOTAL FOR MONTH................ -7178.0 548. -4168. 4916. 1296. NET CHANGE IN DAY-SECOND-FEET.. -3619. -3620. 3620. AVERAGE FLOW IN C.F.S.......... -121. 164. 43. CHANGE IN CONTENTS FOR MO.(4).. -7178.0 (1) COMPUTATIONS BASED ON THE APRIL 1989 CAPACITY TABLE. (2) BY 24-HOUR CLOCK, TIME IS 2400(MIDN.) OF DAY INDICATED UNLESS OTHERWISE NOTED. AVERAGE FLOW OR CHANGE IN RESERVOIR CONTENTS ARE FOR PERIOD ENDING AT TIME INDICATED. (3) BASED ON PROJECT RECORDS. DOES NOT INCLUDE EVAPORATION LOSSES. (4) BASED ON TOTAL CONTENTS AT BEGINNING AND END OF MONTH. RESERVOIR INFLOW COMPUTATIONS (1) SMITH RIVER, VA. PHILPOTT LAKE JULY 2008 ELEVATION,NGVD29 CHANGE IN CONTENTS FLOW, CFS ________________ __________________ _________ TOTAL (2) GUIDE RESERVOIR CONTENTS ACRE - DAY-SEC-FEET (3) DATE HOUR CURVE LEVEL AF FEET STORED DRAWDOWN OUTFLOW INFLOW __________________________________________________________________________ 973.50 971.42 158810.0 1 973.50 971.25 158333.0 -477.0 -240. 300. 60 2 973.50 971.05 157770.0 -563.0 -284. 299. 15 3 973.50 970.86 157239.0 -531.0 -268. 299. 31 4 973.50 970.68 156737.0 -502.0 -253. 301. 48 5 973.50 970.77 156988.0 251.0 127. 31. 158 6 973.50 970.93 157435.0 447.0 225. 32. 257 7 973.50 970.83 157156.0 -279.0 -141. 296. 155 8 973.50 970.73 156877.0 -279.0 -141. 301. 160 9 973.50 970.57 156430.0 -447.0 -225. 301. 76 10 973.50 970.41 155984.0 -446.0 -225. 300. 75 11 973.50 970.23 155482.0 -502.0 -253. 299. 46 12 973.50 970.24 155510.0 28.0 14. 32. 46 13 973.50 970.26 155565.0 55.0 28. 32. 60 14 973.50 970.14 155231.0 -334.0 -168. 249. 81 15 973.50 969.98 154785.0 -446.0 -225. 249. 24 16 973.50 969.83 154373.0 -412.0 -208. 248. 40 17 973.50 969.55 153602.0 -771.0 -389. 407. 18 18 973.50 969.30 152915.0 -687.0 -346. 355. 9 19 973.50 969.30 152915.0 0.0 0. 31. 31 20 973.50 969.29 152887.0 -28.0 -14. 32. 18 21 973.50 969.07 152283.0 -604.0 -305. 303. -2 22 973.50 968.86 151711.0 -572.0 -288. 303. 15 23 973.50 968.67 151196.0 -515.0 -260. 304. 44 24 973.50 968.47 150654.0 -542.0 -273. 304. 31 25 973.50 968.25 150058.0 -596.0 -300. 304. 4 26 973.50 968.24 150030.0 -28.0 -14. 32. 18 27 973.50 968.23 150003.0 -27.0 -14. 32. 18 28 973.50 968.02 149434.0 -569.0 -287. 297. 10 29 973.50 967.80 148844.0 -590.0 -297. 305. 8 30 973.50 967.57 148228.0 -616.0 -311. 306. -5 31 973.50 967.41 147799.0 -429.0 -216. 306. 90 __________________________________________________________________________ TOTAL FOR MONTH................ -11011.0 394. -5945. 7190. 1639. NET CHANGE IN DAY-SECOND-FEET.. -5551. -5551. 5551. AVERAGE FLOW IN C.F.S.......... -179. 232. 53. CHANGE IN CONTENTS FOR MO.(4).. -11011.0 (1) COMPUTATIONS BASED ON THE APRIL 1989 CAPACITY TABLE. (2) BY 24-HOUR CLOCK, TIME IS 2400(MIDN.) OF DAY INDICATED UNLESS OTHERWISE NOTED. AVERAGE FLOW OR CHANGE IN RESERVOIR CONTENTS ARE FOR PERIOD ENDING AT TIME INDICATED. (3) BASED ON PROJECT RECORDS. DOES NOT INCLUDE EVAPORATION LOSSES. (4) BASED ON TOTAL CONTENTS AT BEGINNING AND END OF MONTH. RESERVOIR INFLOW COMPUTATIONS (1) SMITH RIVER, VA. PHILPOTT LAKE AUGUST 2008 ELEVATION,NGVD29 CHANGE IN CONTENTS FLOW, CFS ________________ __________________ _________ TOTAL (2) GUIDE RESERVOIR CONTENTS ACRE - DAY-SEC-FEET (3) DATE HOUR CURVE LEVEL AF FEET STORED DRAWDOWN OUTFLOW INFLOW __________________________________________________________________________ 973.50 967.41 147799.0 1 973.47 967.20 147236.0 -563.0 -284. 307. 23 2 973.43 967.20 147236.0 0.0 0. 32. 32 3 973.40 967.19 147209.0 -27.0 -14. 32. 18 4 973.37 966.96 146594.0 -615.0 -310. 307. -3 5 973.33 966.73 145987.0 -607.0 -306. 307. 1 6 973.30 966.51 145406.0 -581.0 -293. 308. 15 7 973.27 966.29 144826.0 -580.0 -292. 309. 17 8 973.23 966.05 144192.0 -634.0 -320. 309. -11 9 973.20 966.02 144113.0 -79.0 -40. 32. -8 10 973.17 965.99 144034.0 -79.0 -40. 32. -8 11 973.13 965.83 143616.0 -418.0 -211. 201. -10 12 973.10 965.66 143173.0 -443.0 -223. 203. -20 13 973.07 965.52 142807.0 -366.0 -185. 202. 17 14 973.03 965.37 142416.0 -391.0 -197. 203. 6 15 973.00 965.28 142181.0 -235.0 -118. 200. 82 16 972.97 965.26 142129.0 -52.0 -26. 32. 6 17 972.94 965.23 142050.0 -79.0 -40. 32. -8 18 972.91 965.03 141528.0 -522.0 -263. 256. -7 19 972.88 964.75 140808.0 -720.0 -363. 366. 3 20 972.84 964.50 140165.0 -643.0 -324. 313. -11 21 972.81 964.20 139394.0 -771.0 -389. 368. -21 22 972.78 964.00 138880.0 -514.0 -259. 259. 0 23 972.75 963.88 138576.0 -304.0 -153. 141. -12 24 972.72 963.85 138501.0 -75.0 -38. 33. -5 25 972.69 963.60 137868.0 -633.0 -319. 315. -4 26 972.66 963.43 137438.0 -430.0 -217. 318. 101 27 972.62 964.32 139702.0 2264.0 1141. 315. 1456 28 972.59 964.37 139831.0 129.0 65. 265. 330 29 972.56 964.26 139548.0 -283.0 -143. 258. 115 30 972.53 964.30 139651.0 103.0 52. 33. 85 31 972.50 964.31 139677.0 26.0 13. 32. 45 __________________________________________________________________________ TOTAL FOR MONTH................ -8122.0 1271. -5367. 6320. 2224. NET CHANGE IN DAY-SECOND-FEET.. -4095. -4096. 4096. AVERAGE FLOW IN C.F.S.......... -132. 204. 72. CHANGE IN CONTENTS FOR MO.(4).. -8122.0 (1) COMPUTATIONS BASED ON THE APRIL 1989 CAPACITY TABLE. (2) BY 24-HOUR CLOCK, TIME IS 2400(MIDN.) OF DAY INDICATED UNLESS OTHERWISE NOTED. AVERAGE FLOW OR CHANGE IN RESERVOIR CONTENTS ARE FOR PERIOD ENDING AT TIME INDICATED. (3) BASED ON PROJECT RECORDS. DOES NOT INCLUDE EVAPORATION LOSSES. (4) BASED ON TOTAL CONTENTS AT BEGINNING AND END OF MONTH. RESERVOIR INFLOW COMPUTATIONS (1) SMITH RIVER, VA. PHILPOTT LAKE SEPTEMBER 2008 ELEVATION,FT,MSL CHANGE IN CONTENTS FLOW, CFS ________________ __________________ _________ TOTAL (2) GUIDE RESERVOIR CONTENTS ACRE - DAY-SEC-FEET (3) DATE HOUR CURVE LEVEL AF FEET STORED DRAWDOWN OUTFLOW INFLOW __________________________________________________________________________ 972.50 964.31 139677.0 1 972.47 964.19 139368.0 -309.0 -156. 204. 48 2 972.43 963.93 138703.0 -665.0 -335. 367. 32 3 972.40 963.66 138020.0 -683.0 -344. 370. 26 4 972.37 963.47 137539.0 -481.0 -243. 283. 40 5 972.33 963.24 136957.0 -582.0 -293. 316. 23 6 972.30 963.35 137236.0 279.0 141. 33. 174 7 972.27 963.36 137261.0 25.0 13. 33. 46 8 972.23 963.18 136805.0 -456.0 -230. 256. 26 9 972.20 963.05 136476.0 -329.0 -166. 209. 43 10 972.17 962.91 136125.0 -351.0 -177. 207. 30 11 972.13 962.80 135850.0 -275.0 -139. 208. 69 12 972.10 962.70 135600.0 -250.0 -126. 152. 26 13 972.07 962.71 135625.0 25.0 13. 33. 46 14 972.03 962.62 135400.0 -225.0 -113. 151. 38 15 972.00 962.52 135150.0 -250.0 -126. 151. 25 16 971.97 962.47 135025.0 -125.0 -63. 152. 89 17 971.93 962.38 134800.0 -225.0 -113. 151. 38 18 971.90 962.33 134675.0 -125.0 -63. 89. 26 19 971.87 962.28 134550.0 -125.0 -63. 88. 25 20 971.83 962.27 134525.0 -25.0 -13. 33. 20 21 971.80 962.26 134500.0 -25.0 -13. 33. 20 22 971.77 962.15 134225.0 -275.0 -139. 150. 11 23 971.73 962.05 133975.0 -250.0 -126. 151. 25 24 971.70 961.93 133677.0 -298.0 -150. 151. 1 25 971.67 961.83 133430.0 -247.0 -125. 151. 26 26 971.63 961.79 133331.0 -99.0 -50. 151. 101 27 971.60 962.01 133875.0 544.0 274. 33. 307 28 971.57 962.11 134125.0 250.0 126. 33. 159 29 971.53 962.10 134100.0 -25.0 -13. 89. 76 30 971.50 962.08 134050.0 -50.0 -25. 89. 64 __________________________________________________________________________ TOTAL FOR MONTH................ -5627.0 567. -3404. 4517. 1680. NET CHANGE IN DAY-SECOND-FEET.. -2837. -2837. 2837. AVERAGE FLOW IN C.F.S.......... -95. 151. 56. CHANGE IN CONTENTS FOR MO.(4).. -5627.0 (1) COMPUTATIONS BASED ON THE APRIL 1989 CAPACITY TABLE. (2) BY 24-HOUR CLOCK, TIME IS 2400(MIDN.) OF DAY INDICATED UNLESS OTHERWISE NOTED. AVERAGE FLOW OR CHANGE IN RESERVOIR CONTENTS ARE FOR PERIOD ENDING AT TIME INDICATED. (3) BASED ON PROJECT RECORDS. DOES NOT INCLUDE EVAPORATION LOSSES. (4) BASED ON TOTAL CONTENTS AT BEGINNING AND END OF MONTH. RESERVOIR INFLOW COMPUTATIONS (1) SMITH RIVER, VA. PHILPOTT LAKE OCTOBER 2008 ELEVATION,FT,MSL CHANGE IN CONTENTS FLOW, CFS ________________ __________________ _________ TOTAL (2) GUIDE RESERVOIR CONTENTS ACRE - DAY-SEC-FEET (3) DATE HOUR CURVE LEVEL AF FEET STORED DRAWDOWN OUTFLOW INFLOW __________________________________________________________________________ 971.50 962.08 134050.0 1 971.50 962.04 133950.0 -100.0 -50. 89. 39 2 971.50 962.00 133850.0 -100.0 -50. 89. 39 3 971.50 961.95 133727.0 -123.0 -62. 89. 27 4 971.50 961.94 133702.0 -25.0 -13. 33. 20 5 971.50 961.94 133702.0 0.0 0. 33. 33 6 971.50 961.89 133578.0 -124.0 -63. 88. 25 7 971.50 961.84 133455.0 -123.0 -62. 89. 27 8 971.50 961.82 133405.0 -50.0 -25. 89. 64 9 971.50 961.81 133381.0 -24.0 -12. 89. 77 10 971.50 961.78 133307.0 -74.0 -37. 89. 52 11 971.50 961.79 133331.0 24.0 12. 33. 45 12 971.50 961.78 133307.0 -24.0 -12. 33. 21 13 971.50 961.73 133183.0 -124.0 -63. 86. 23 14 971.50 961.68 133060.0 -123.0 -62. 90. 28 15 971.50 961.63 132936.0 -124.0 -63. 87. 24 16 971.50 961.58 132813.0 -123.0 -62. 86. 24 17 971.50 961.70 133109.0 296.0 149. 89. 238 18 971.50 961.78 133307.0 198.0 100. 33. 133 19 971.50 961.79 133331.0 24.0 12. 33. 45 20 971.50 961.75 133233.0 -98.0 -49. 89. 40 21 971.50 961.71 133134.0 -99.0 -50. 89. 39 22 971.50 961.66 133010.0 -124.0 -63. 91. 28 23 971.50 961.61 132887.0 -123.0 -62. 91. 29 24 971.50 961.56 132763.0 -124.0 -63. 91. 28 25 971.50 961.78 133307.0 544.0 274. 33. 307 26 971.50 961.86 133504.0 197.0 99. 33. 132 27 971.50 961.83 133430.0 -74.0 -37. 90. 53 28 971.50 961.79 133331.0 -99.0 -50. 91. 41 29 971.50 961.76 133257.0 -74.0 -37. 91. 54 30 971.50 961.72 133158.0 -99.0 -50. 91. 41 31 971.50 961.68 133060.0 -98.0 -49. 90. 41 __________________________________________________________________________ TOTAL FOR MONTH................ -990.0 646. -1146. 2317. 1817. NET CHANGE IN DAY-SECOND-FEET.. -499. -500. 500. AVERAGE FLOW IN C.F.S.......... -16. 75. 59. CHANGE IN CONTENTS FOR MO.(4).. -990.0 (1) COMPUTATIONS BASED ON THE APRIL 1989 CAPACITY TABLE. (2) BY 24-HOUR CLOCK, TIME IS 2400(MIDN.) OF DAY INDICATED UNLESS OTHERWISE NOTED. AVERAGE FLOW OR CHANGE IN RESERVOIR CONTENTS ARE FOR PERIOD ENDING AT TIME INDICATED. (3) BASED ON PROJECT RECORDS. DOES NOT INCLUDE EVAPORATION LOSSES. (4) BASED ON TOTAL CONTENTS AT BEGINNING AND END OF MONTH. RESERVOIR INFLOW COMPUTATIONS (1) SMITH RIVER, VA. PHILPOTT LAKE NOVEMBER 2008 ELEVATION,FT,MSL CHANGE IN CONTENTS FLOW, CFS ________________ __________________ _________ TOTAL (2) GUIDE RESERVOIR CONTENTS ACRE - DAY-SEC-FEET (3) DATE HOUR CURVE LEVEL AF FEET STORED DRAWDOWN OUTFLOW INFLOW __________________________________________________________________________ 971.50 961.68 133060.0 1 971.50 961.69 133084.0 24.0 12. 33. 45 2 971.50 961.70 133109.0 25.0 13. 33. 46 3 971.50 961.66 133010.0 -99.0 -50. 89. 39 4 971.50 961.65 132985.0 -25.0 -13. 89. 76 5 971.50 961.62 132911.0 -74.0 -37. 90. 53 6 971.50 961.59 132837.0 -74.0 -37. 90. 53 7 971.50 961.55 132738.0 -99.0 -50. 90. 40 8 971.50 961.57 132788.0 50.0 25. 33. 58 9 971.50 961.58 132813.0 25.0 13. 33. 46 10 971.50 961.54 132714.0 -99.0 -50. 89. 39 11 971.50 961.50 132615.0 -99.0 -50. 90. 40 12 971.50 961.48 132566.0 -49.0 -25. 90. 65 13 971.50 961.66 133010.0 444.0 224. 89. 313 14 971.50 961.74 133208.0 198.0 100. 89. 189 15 971.50 962.00 133850.0 642.0 324. 33. 357 16 971.50 962.11 134125.0 275.0 139. 33. 172 17 971.50 962.14 134200.0 75.0 38. 90. 128 18 971.50 962.15 134225.0 25.0 13. 90. 103 19 971.50 962.13 134175.0 -50.0 -25. 90. 65 20 971.50 962.14 134200.0 25.0 13. 90. 103 21 971.50 962.10 134100.0 -100.0 -50. 90. 40 22 971.50 962.13 134175.0 75.0 38. 33. 71 23 971.50 962.15 134225.0 50.0 25. 33. 58 24 971.50 962.14 134200.0 -25.0 -13. 90. 77 25 971.50 962.07 134025.0 -175.0 -88. 88. 0 26 971.50 962.09 134075.0 50.0 25. 89. 114 27 971.50 962.06 134000.0 -75.0 -38. 89. 51 28 971.50 962.04 133950.0 -50.0 -25. 89. 64 29 971.50 962.08 134050.0 100.0 50. 33. 83 30 971.50 962.18 134300.0 250.0 126. 33. 159 __________________________________________________________________________ TOTAL FOR MONTH................ 1240.0 1178. -551. 2120. 2747. NET CHANGE IN DAY-SECOND-FEET.. 625. 627. 627. AVERAGE FLOW IN C.F.S.......... 21. 71. 92. CHANGE IN CONTENTS FOR MO.(4).. 1240.0 (1) COMPUTATIONS BASED ON THE APRIL 1989 CAPACITY TABLE. (2) BY 24-HOUR CLOCK, TIME IS 2400(MIDN.) OF DAY INDICATED UNLESS OTHERWISE NOTED. AVERAGE FLOW OR CHANGE IN RESERVOIR CONTENTS ARE FOR PERIOD ENDING AT TIME INDICATED. (3) BASED ON PROJECT RECORDS. DOES NOT INCLUDE EVAPORATION LOSSES. (4) BASED ON TOTAL CONTENTS AT BEGINNING AND END OF MONTH. RESERVOIR INFLOW COMPUTATIONS (1) SMITH RIVER, VA. PHILPOTT LAKE DECEMBER 2008 ELEVATION,FT,MSL CHANGE IN CONTENTS FLOW, CFS ________________ __________________ _________ TOTAL (2) GUIDE RESERVOIR CONTENTS ACRE - DAY-SEC-FEET (3) DATE HOUR CURVE LEVEL AF FEET STORED DRAWDOWN OUTFLOW INFLOW __________________________________________________________________________ 971.50 962.18 134300.0 1 971.50 962.25 134475.0 175.0 88. 89. 177 2 971.50 962.26 134500.0 25.0 13. 89. 102 3 971.50 962.25 134475.0 -25.0 -13. 89. 76 4 971.50 962.23 134425.0 -50.0 -25. 88. 63 5 971.50 962.23 134425.0 0.0 0. 89. 89 6 971.50 962.26 134500.0 75.0 38. 33. 71 7 971.50 962.27 134525.0 25.0 13. 33. 46 8 971.50 962.25 134475.0 -50.0 -25. 90. 65 9 971.50 962.23 134425.0 -50.0 -25. 85. 60 10 971.50 962.25 134475.0 50.0 25. 89. 114 11 971.50 963.14 136704.0 2229.0 1124. 89. 1213 12 971.50 963.83 138450.0 1746.0 880. 89. 969 13 971.50 964.04 138983.0 533.0 269. 33. 302 14 971.50 964.17 139317.0 334.0 168. 33. 201 15 971.50 964.25 139523.0 206.0 104. 90. 194 16 971.50 964.35 139780.0 257.0 130. 89. 219 17 971.50 964.42 139959.0 179.0 90. 89. 179 18 971.50 964.49 140139.0 180.0 91. 89. 180 19 971.50 964.52 140216.0 77.0 39. 89. 128 20 971.50 964.64 140525.0 309.0 156. 32. 188 21 971.50 964.83 141013.0 488.0 246. 32. 278 22 971.50 964.92 141244.0 231.0 116. 32. 148 23 971.50 964.96 141347.0 103.0 52. 91. 143 24 971.50 965.03 141528.0 181.0 91. 90. 181 25 971.50 965.06 141607.0 79.0 40. 87. 127 26 971.50 965.10 141711.0 104.0 52. 89. 141 27 971.50 965.16 141868.0 157.0 79. 33. 112 28 971.50 965.24 142076.0 208.0 105. 33. 138 29 971.50 965.27 142155.0 79.0 40. 88. 128 30 971.50 965.28 142181.0 26.0 13. 87. 100 31 971.50 965.26 142129.0 -52.0 -26. 87. 61 __________________________________________________________________________ TOTAL FOR MONTH................ 7829.0 4062. -114. 2245. 6193. NET CHANGE IN DAY-SECOND-FEET.. 3947. 3948. 3948. AVERAGE FLOW IN C.F.S.......... 127. 72. 200. CHANGE IN CONTENTS FOR MO.(4).. 7829.0 (1) COMPUTATIONS BASED ON THE APRIL 1989 CAPACITY TABLE. (2) BY 24-HOUR CLOCK, TIME IS 2400(MIDN.) OF DAY INDICATED UNLESS OTHERWISE NOTED. AVERAGE FLOW OR CHANGE IN RESERVOIR CONTENTS ARE FOR PERIOD ENDING AT TIME INDICATED. (3) BASED ON PROJECT RECORDS. DOES NOT INCLUDE EVAPORATION LOSSES. (4) BASED ON TOTAL CONTENTS AT BEGINNING AND END OF MONTH. RESERVOIR INFLOW COMPUTATIONS (1) SMITH RIVER, VA. PHILPOTT LAKE JANUARY 2009 ELEVATION,FT,MSL CHANGE IN CONTENTS FLOW, CFS ________________ __________________ _________ TOTAL (2) GUIDE RESERVOIR CONTENTS ACRE - DAY-SEC-FEET (3) DATE HOUR CURVE LEVEL AF FEET STORED DRAWDOWN OUTFLOW INFLOW __________________________________________________________________________ 971.50 965.26 142129.0 1 971.50 965.26 142129.0 0.0 0. 88. 88 2 971.50 965.27 142155.0 26.0 13. 87. 100 3 971.50 965.32 142285.0 130.0 66. 32. 98 4 971.50 965.36 142390.0 105.0 53. 32. 85 5 971.50 965.37 142416.0 26.0 13. 89. 102 6 971.50 965.58 142964.0 548.0 276. 88. 364 7 971.50 967.52 148094.0 5130.0 2586. 89. 2675 8 971.50 967.90 149112.0 1018.0 513. 87. 600 9 971.50 968.12 149705.0 593.0 299. 88. 387 10 971.50 968.29 150166.0 461.0 232. 32. 264 11 971.50 968.43 150545.0 379.0 191. 32. 223 12 971.50 968.51 150762.0 217.0 109. 90. 199 13 971.50 968.57 150925.0 163.0 82. 87. 169 14 971.50 968.62 151060.0 135.0 68. 87. 155 15 971.50 968.65 151141.0 81.0 41. 87. 128 16 971.50 968.66 151169.0 28.0 14. 87. 101 17 971.50 968.71 151304.0 135.0 68. 32. 100 18 971.50 968.80 151548.0 244.0 123. 32. 155 19 971.50 968.83 151629.0 81.0 41. 86. 127 20 971.50 968.84 151656.0 27.0 14. 87. 101 21 971.50 968.84 151656.0 0.0 0. 87. 87 22 971.50 968.87 151738.0 82.0 41. 83. 124 23 971.50 968.88 151765.0 27.0 14. 87. 101 24 971.50 968.95 151955.0 190.0 96. 32. 128 25 971.50 968.98 152036.0 81.0 41. 32. 73 26 971.50 968.99 152063.0 27.0 14. 87. 101 27 971.50 969.08 152310.0 247.0 125. 87. 212 28 971.50 969.17 152557.0 247.0 125. 87. 212 29 971.50 969.25 152778.0 221.0 111. 87. 198 30 971.50 969.29 152887.0 109.0 55. 86. 141 31 971.50 969.35 153053.0 166.0 84. 32. 116 __________________________________________________________________________ TOTAL FOR MONTH................ 10924.0 5508. 0. 2206. 7714. NET CHANGE IN DAY-SECOND-FEET.. 5508. 5508. 5508. AVERAGE FLOW IN C.F.S.......... 178. 71. 249. CHANGE IN CONTENTS FOR MO.(4).. 10924.0 (1) COMPUTATIONS BASED ON THE APRIL 1989 CAPACITY TABLE. (2) BY 24-HOUR CLOCK, TIME IS 2400(MIDN.) OF DAY INDICATED UNLESS OTHERWISE NOTED. AVERAGE FLOW OR CHANGE IN RESERVOIR CONTENTS ARE FOR PERIOD ENDING AT TIME INDICATED. (3) BASED ON PROJECT RECORDS. DOES NOT INCLUDE EVAPORATION LOSSES. (4) BASED ON TOTAL CONTENTS AT BEGINNING AND END OF MONTH. RESERVOIR INFLOW COMPUTATIONS (1) SMITH RIVER, VA. PHILPOTT LAKE FEBRUARY 2009 ELEVATION,FT,MSL CHANGE IN CONTENTS FLOW, CFS ________________ __________________ _________ TOTAL (2) GUIDE RESERVOIR CONTENTS ACRE - DAY-SEC-FEET (3) DATE HOUR CURVE LEVEL AF FEET STORED DRAWDOWN OUTFLOW INFLOW __________________________________________________________________________ 971.50 969.35 153053.0 1 971.47 969.41 153217.0 164.0 83. 32. 115 2 971.43 969.44 153300.0 83.0 42. 87. 129 3 971.40 969.46 153355.0 55.0 28. 87. 115 4 971.37 969.48 153410.0 55.0 28. 87. 115 5 971.33 969.45 153328.0 -82.0 -41. 87. 46 6 971.30 969.46 153355.0 27.0 14. 87. 101 7 971.27 969.50 153465.0 110.0 55. 32. 87 8 971.23 969.57 153658.0 193.0 97. 32. 129 9 971.20 969.57 153658.0 0.0 0. 95. 95 10 971.17 969.58 153685.0 27.0 14. 86. 100 11 971.13 969.62 153795.0 110.0 55. 86. 141 12 971.10 969.60 153740.0 -55.0 -28. 86. 58 13 971.07 969.63 153823.0 83.0 42. 86. 128 14 971.03 969.66 153905.0 82.0 41. 32. 73 15 971.00 969.71 154043.0 138.0 70. 32. 102 16 971.12 969.72 154070.0 27.0 14. 86. 100 17 971.23 969.71 154043.0 -27.0 -14. 86. 72 18 971.35 969.81 154317.0 274.0 138. 85. 223 19 971.46 969.86 154455.0 138.0 70. 84. 154 20 971.58 969.87 154483.0 28.0 14. 87. 101 21 971.69 969.91 154592.0 109.0 55. 32. 87 22 971.81 969.97 154758.0 166.0 84. 32. 116 23 971.92 969.96 154730.0 -28.0 -14. 84. 70 24 972.04 969.97 154758.0 28.0 14. 84. 98 25 972.15 969.94 154675.0 -83.0 -42. 139. 97 26 972.27 969.92 154620.0 -55.0 -28. 123. 95 27 972.38 969.96 154730.0 110.0 55. 84. 139 28 972.50 970.14 155231.0 501.0 253. 31. 284 __________________________________________________________________________ TOTAL FOR MONTH................ 2178.0 1266. -167. 2071. 3170. NET CHANGE IN DAY-SECOND-FEET.. 1098. 1099. 1099. AVERAGE FLOW IN C.F.S.......... 39. 74. 113. CHANGE IN CONTENTS FOR MO.(4).. 2178.0 (1) COMPUTATIONS BASED ON THE APRIL 1989 CAPACITY TABLE. (2) BY 24-HOUR CLOCK, TIME IS 2400(MIDN.) OF DAY INDICATED UNLESS OTHERWISE NOTED. AVERAGE FLOW OR CHANGE IN RESERVOIR CONTENTS ARE FOR PERIOD ENDING AT TIME INDICATED. (3) BASED ON PROJECT RECORDS. DOES NOT INCLUDE EVAPORATION LOSSES. (4) BASED ON TOTAL CONTENTS AT BEGINNING AND END OF MONTH. RESERVOIR INFLOW COMPUTATIONS (1) SMITH RIVER, VA. PHILPOTT LAKE MARCH 2009 ELEVATION,FT,MSL CHANGE IN CONTENTS FLOW, CFS ________________ __________________ _________ TOTAL (2) GUIDE RESERVOIR CONTENTS ACRE - DAY-SEC-FEET (3) DATE HOUR CURVE LEVEL AF FEET STORED DRAWDOWN OUTFLOW INFLOW __________________________________________________________________________ 972.50 970.14 155231.0 1 972.53 970.45 156096.0 865.0 436. 31. 467 2 972.57 970.70 156793.0 697.0 351. 84. 435 3 972.60 970.80 157072.0 279.0 141. 84. 225 4 972.63 970.88 157295.0 223.0 112. 84. 196 5 972.67 970.95 157491.0 196.0 99. 84. 183 6 972.70 971.05 157770.0 279.0 141. 94. 235 7 972.73 971.19 158164.0 394.0 199. 32. 231 8 972.77 971.28 158417.0 253.0 128. 31. 159 9 972.80 971.36 158642.0 225.0 113. 84. 197 10 972.83 971.42 158810.0 168.0 85. 83. 168 11 972.87 971.46 158923.0 113.0 57. 84. 141 12 972.90 971.50 159035.0 112.0 56. 83. 139 13 972.93 971.53 159119.0 84.0 42. 84. 126 14 972.97 971.68 159541.0 422.0 213. 32. 245 15 973.00 971.96 160328.0 787.0 397. 32. 429 16 973.03 972.20 161012.0 684.0 345. 84. 429 17 973.06 972.40 161584.0 572.0 288. 84. 372 18 973.09 972.55 162013.0 429.0 216. 84. 300 19 973.12 972.68 162385.0 372.0 188. 84. 272 20 973.16 972.76 162614.0 229.0 115. 84. 199 21 973.19 972.86 162900.0 286.0 144. 32. 176 22 973.22 972.95 163157.0 257.0 130. 32. 162 23 973.25 973.00 163300.0 143.0 72. 84. 156 24 973.28 973.04 163416.0 116.0 58. 83. 141 25 973.31 973.10 163589.0 173.0 87. 84. 171 26 973.34 973.21 163907.0 318.0 160. 84. 244 27 973.38 973.33 164254.0 347.0 175. 83. 258 28 973.41 973.63 165121.0 867.0 437. 32. 469 29 973.44 973.85 165757.0 636.0 321. 32. 353 30 973.47 974.00 166190.0 433.0 218. 83. 301 31 973.50 974.09 166453.0 263.0 133. 81. 214 __________________________________________________________________________ TOTAL FOR MONTH................ 11222.0 5657. 0. 2136. 7793. NET CHANGE IN DAY-SECOND-FEET.. 5658. 5657. 5657. AVERAGE FLOW IN C.F.S.......... 182. 69. 251. CHANGE IN CONTENTS FOR MO.(4).. 11222.0 (1) COMPUTATIONS BASED ON THE APRIL 1989 CAPACITY TABLE. (2) BY 24-HOUR CLOCK, TIME IS 2400(MIDN.) OF DAY INDICATED UNLESS OTHERWISE NOTED. AVERAGE FLOW OR CHANGE IN RESERVOIR CONTENTS ARE FOR PERIOD ENDING AT TIME INDICATED. (3) BASED ON PROJECT RECORDS. DOES NOT INCLUDE EVAPORATION LOSSES. (4) BASED ON TOTAL CONTENTS AT BEGINNING AND END OF MONTH. RESERVOIR INFLOW COMPUTATIONS (1) SMITH RIVER, VA. PHILPOTT LAKE APRIL 2009 ELEVATION,FT,MSL CHANGE IN CONTENTS FLOW, CFS ________________ __________________ _________ TOTAL (2) GUIDE RESERVOIR CONTENTS ACRE - DAY-SEC-FEET (3) DATE HOUR CURVE LEVEL AF FEET STORED DRAWDOWN OUTFLOW INFLOW __________________________________________________________________________ 973.50 974.09 166453.0 1 973.50 974.20 166774.0 321.0 162. 83. 245 2 973.50 974.44 167475.0 701.0 353. 83. 436 3 973.50 975.32 170057.0 2582.0 1302. 82. 1384 4 973.50 975.69 171152.0 1095.0 552. 31. 583 5 973.50 975.93 171863.0 711.0 358. 31. 389 6 973.50 976.04 172190.0 327.0 165. 198. 363 7 973.50 976.07 172280.0 90.0 45. 230. 275 8 973.50 976.02 172130.0 -150.0 -76. 330. 254 9 973.50 975.95 171922.0 -208.0 -105. 335. 230 10 973.50 975.93 171863.0 -59.0 -30. 298. 268 11 973.50 976.07 172280.0 417.0 210. 31. 241 12 973.50 976.18 172610.0 330.0 166. 31. 197 13 973.50 976.09 172340.0 -270.0 -136. 394. 258 14 973.50 975.90 171774.0 -566.0 -285. 644. 359 15 973.50 975.63 170975.0 -799.0 -403. 645. 242 16 973.50 975.55 170738.0 -237.0 -119. 350. 231 17 973.50 975.49 170560.0 -178.0 -90. 296. 206 18 973.50 975.58 170827.0 267.0 135. 31. 166 19 973.50 975.62 170945.0 118.0 59. 140. 199 20 973.50 975.41 170324.0 -621.0 -313. 852. 539 21 973.50 975.20 169702.0 -622.0 -314. 710. 396 22 973.50 974.93 168906.0 -796.0 -401. 712. 311 23 973.50 974.62 168000.0 -906.0 -457. 712. 255 24 973.50 974.30 167066.0 -934.0 -471. 713. 242 25 973.50 974.41 167387.0 321.0 162. 31. 193 26 973.50 974.51 167679.0 292.0 147. 31. 178 27 973.50 974.33 167154.0 -525.0 -265. 446. 181 28 973.50 974.14 166599.0 -555.0 -280. 448. 168 29 973.50 973.94 166017.0 -582.0 -293. 448. 155 30 973.50 973.83 165699.0 -318.0 -160. 346. 186 __________________________________________________________________________ TOTAL FOR MONTH................ -754.0 3816. -4198. 9712. 9330. NET CHANGE IN DAY-SECOND-FEET.. -380. -382. 382. AVERAGE FLOW IN C.F.S.......... -13. 324. 311. CHANGE IN CONTENTS FOR MO.(4).. -754.0 (1) COMPUTATIONS BASED ON THE APRIL 1989 CAPACITY TABLE. (2) BY 24-HOUR CLOCK, TIME IS 2400(MIDN.) OF DAY INDICATED UNLESS OTHERWISE NOTED. AVERAGE FLOW OR CHANGE IN RESERVOIR CONTENTS ARE FOR PERIOD ENDING AT TIME INDICATED. (3) BASED ON PROJECT RECORDS. DOES NOT INCLUDE EVAPORATION LOSSES. (4) BASED ON TOTAL CONTENTS AT BEGINNING AND END OF MONTH. RESERVOIR INFLOW COMPUTATIONS (1) SMITH RIVER, VA. PHILPOTT LAKE MAY 2009 ELEVATION,FT,MSL CHANGE IN CONTENTS FLOW, CFS ________________ __________________ _________ TOTAL (2) GUIDE RESERVOIR CONTENTS ACRE - DAY-SEC-FEET (3) DATE HOUR CURVE LEVEL AF FEET STORED DRAWDOWN OUTFLOW INFLOW __________________________________________________________________________ 973.50 973.83 165699.0 1 973.50 973.74 165439.0 -260.0 -131. 294. 163 2 973.50 973.82 165670.0 231.0 116. 32. 148 3 973.50 974.00 166190.0 520.0 262. 32. 294 4 973.50 974.10 166482.0 292.0 147. 135. 282 5 973.50 974.16 166657.0 175.0 88. 176. 264 6 973.50 974.20 166774.0 117.0 59. 242. 301 7 973.50 974.43 167446.0 672.0 339. 241. 580 8 973.50 974.52 167708.0 262.0 132. 191. 323 9 973.50 974.73 168322.0 614.0 310. 32. 342 10 973.50 974.87 168730.0 408.0 206. 31. 237 11 973.50 974.83 168614.0 -116.0 -58. 345. 287 12 973.50 974.85 168672.0 58.0 29. 193. 222 13 973.50 974.65 168088.0 -584.0 -294. 471. 177 14 973.50 974.55 167796.0 -292.0 -147. 339. 192 15 973.50 974.42 167416.0 -380.0 -192. 393. 201 16 973.50 974.43 167446.0 30.0 15. 191. 206 17 973.50 974.56 167825.0 379.0 191. 31. 222 18 973.50 974.49 167621.0 -204.0 -103. 292. 189 19 973.50 974.38 167300.0 -321.0 -162. 290. 128 20 973.50 974.21 166803.0 -497.0 -251. 397. 146 21 973.50 973.99 166161.0 -642.0 -324. 446. 122 22 973.50 973.82 165670.0 -491.0 -248. 398. 150 23 973.50 973.86 165785.0 115.0 58. 32. 90 24 973.50 973.93 165988.0 203.0 102. 32. 134 25 973.50 974.00 166190.0 202.0 102. 141. 243 26 973.50 974.13 166570.0 380.0 192. 242. 434 27 973.50 974.74 168351.0 1781.0 898. 243. 1141 28 973.50 975.22 169761.0 1410.0 711. 195. 906 29 973.50 975.49 170560.0 799.0 403. 142. 545 30 973.50 975.64 171004.0 444.0 224. 140. 364 31 973.50 975.77 171389.0 385.0 194. 140. 334 __________________________________________________________________________ TOTAL FOR MONTH................ 5690.0 4778. -1910. 6499. 9367. NET CHANGE IN DAY-SECOND-FEET.. 2869. 2868. 2868. AVERAGE FLOW IN C.F.S.......... 93. 210. 302. CHANGE IN CONTENTS FOR MO.(4).. 5690.0 (1) COMPUTATIONS BASED ON THE APRIL 1989 CAPACITY TABLE. (2) BY 24-HOUR CLOCK, TIME IS 2400(MIDN.) OF DAY INDICATED UNLESS OTHERWISE NOTED. AVERAGE FLOW OR CHANGE IN RESERVOIR CONTENTS ARE FOR PERIOD ENDING AT TIME INDICATED. (3) BASED ON PROJECT RECORDS. DOES NOT INCLUDE EVAPORATION LOSSES. (4) BASED ON TOTAL CONTENTS AT BEGINNING AND END OF MONTH. RESERVOIR INFLOW COMPUTATIONS (1) SMITH RIVER, VA. PHILPOTT LAKE JUNE 2009 ELEVATION,FT,MSL CHANGE IN CONTENTS FLOW, CFS ________________ __________________ _________ TOTAL (2) GUIDE RESERVOIR CONTENTS ACRE - DAY-SEC-FEET (3) DATE HOUR CURVE LEVEL AF FEET STORED DRAWDOWN OUTFLOW INFLOW __________________________________________________________________________ 973.50 975.77 171389.0 1 973.50 975.57 170797.0 -592.0 -298. 547. 249 2 973.50 975.36 170176.0 -621.0 -313. 548. 235 3 973.50 975.24 169820.0 -356.0 -179. 548. 369 4 973.50 975.41 170324.0 504.0 254. 497. 751 5 973.50 977.66 177070.0 6746.0 3401. 492. 3893 6 973.50 978.24 178837.0 1767.0 891. 49. 940 7 973.50 977.76 177373.0 -1464.0 -738. 1250. 512 8 973.50 977.20 175676.0 -1697.0 -856. 1274. 418 9 973.50 976.61 173900.0 -1776.0 -895. 1277. 382 10 973.50 976.04 172190.0 -1710.0 -862. 1257. 395 11 973.50 975.56 170768.0 -1422.0 -717. 1260. 543 12 973.50 974.96 168993.0 -1775.0 -895. 1262. 367 13 973.50 974.32 167124.0 -1869.0 -942. 1265. 323 14 973.50 974.37 167270.0 146.0 74. 198. 272 15 973.50 974.25 166920.0 -350.0 -176. 504. 328 16 973.50 974.81 168555.0 1635.0 824. 500. 1324 17 973.50 975.53 170679.0 2124.0 1071. 496. 1567 18 973.50 975.56 170768.0 89.0 45. 853. 898 19 973.50 975.38 170235.0 -533.0 -269. 855. 586 20 973.50 975.44 170412.0 177.0 89. 344. 433 21 973.50 975.52 170649.0 237.0 119. 242. 361 22 973.50 975.43 170383.0 -266.0 -134. 445. 311 23 973.50 975.33 170087.0 -296.0 -149. 445. 296 24 973.50 975.20 169702.0 -385.0 -194. 446. 252 25 973.50 974.79 168497.0 -1205.0 -608. 857. 249 26 973.50 974.22 166832.0 -1665.0 -839. 1076. 237 27 973.50 974.33 167154.0 322.0 162. 32. 194 28 973.50 974.44 167475.0 321.0 162. 31. 193 29 973.50 974.41 167387.0 -88.0 -44. 243. 199 30 973.50 974.36 167241.0 -146.0 -74. 244. 170 __________________________________________________________________________ TOTAL FOR MONTH................ -4148.0 7092. -9182. 19337. 17247. NET CHANGE IN DAY-SECOND-FEET.. -2091. -2090. 2090. AVERAGE FLOW IN C.F.S.......... -70. 645. 575. CHANGE IN CONTENTS FOR MO.(4).. -4148.0 (1) COMPUTATIONS BASED ON THE APRIL 1989 CAPACITY TABLE. (2) BY 24-HOUR CLOCK, TIME IS 2400(MIDN.) OF DAY INDICATED UNLESS OTHERWISE NOTED. AVERAGE FLOW OR CHANGE IN RESERVOIR CONTENTS ARE FOR PERIOD ENDING AT TIME INDICATED. (3) BASED ON PROJECT RECORDS. DOES NOT INCLUDE EVAPORATION LOSSES. (4) BASED ON TOTAL CONTENTS AT BEGINNING AND END OF MONTH. RESERVOIR INFLOW COMPUTATIONS (1) SMITH RIVER, VA. PHILPOTT LAKE JULY 2009 ELEVATION,FT,MSL CHANGE IN CONTENTS FLOW, CFS ________________ __________________ _________ TOTAL (2) GUIDE RESERVOIR CONTENTS ACRE - DAY-SEC-FEET (3) DATE HOUR CURVE LEVEL AF FEET STORED DRAWDOWN OUTFLOW INFLOW __________________________________________________________________________ 973.50 974.36 167241.0 1 973.50 974.31 167095.0 -146.0 -74. 243. 169 2 973.50 974.27 166978.0 -117.0 -59. 243. 184 3 973.50 974.20 166774.0 -204.0 -103. 244. 141 4 973.50 974.28 167008.0 234.0 118. 32. 150 5 973.50 974.38 167300.0 292.0 147. 32. 179 6 973.50 974.30 167066.0 -234.0 -118. 292. 174 7 973.50 974.20 166774.0 -292.0 -147. 295. 148 8 973.50 974.09 166453.0 -321.0 -162. 295. 133 9 973.50 973.99 166161.0 -292.0 -147. 291. 144 10 973.50 973.88 165843.0 -318.0 -160. 295. 135 11 973.50 973.96 166074.0 231.0 116. 32. 148 12 973.50 974.05 166336.0 262.0 132. 32. 164 13 973.50 973.99 166161.0 -175.0 -88. 225. 137 14 973.50 973.86 165785.0 -376.0 -190. 292. 102 15 973.50 973.70 165323.0 -462.0 -233. 346. 113 16 973.50 973.54 164861.0 -462.0 -233. 346. 113 17 973.50 973.50 164745.0 -116.0 -58. 244. 186 18 973.50 973.54 164861.0 116.0 58. 32. 90 19 973.50 973.58 164976.0 115.0 58. 31. 89 20 973.50 974.02 166248.0 1272.0 641. 293. 934 21 973.50 973.96 166074.0 -174.0 -88. 296. 208 22 973.50 973.87 165814.0 -260.0 -131. 296. 165 23 973.50 974.02 166248.0 434.0 219. 295. 514 24 973.50 973.96 166074.0 -174.0 -88. 286. 198 25 973.50 974.02 166248.0 174.0 88. 32. 120 26 973.50 974.10 166482.0 234.0 118. 32. 150 27 973.50 974.03 166278.0 -204.0 -103. 295. 192 28 973.50 973.92 165959.0 -319.0 -161. 296. 135 29 973.50 973.82 165670.0 -289.0 -146. 295. 149 30 973.50 973.72 165381.0 -289.0 -146. 295. 149 31 973.50 973.62 165092.0 -289.0 -146. 295. 149 __________________________________________________________________________ TOTAL FOR MONTH................ -2149.0 1695. -2781. 6848. 5762. NET CHANGE IN DAY-SECOND-FEET.. -1083. -1086. 1086. AVERAGE FLOW IN C.F.S.......... -35. 221. 186. CHANGE IN CONTENTS FOR MO.(4).. -2149.0 (1) COMPUTATIONS BASED ON THE APRIL 1989 CAPACITY TABLE. (2) BY 24-HOUR CLOCK, TIME IS 2400(MIDN.) OF DAY INDICATED UNLESS OTHERWISE NOTED. AVERAGE FLOW OR CHANGE IN RESERVOIR CONTENTS ARE FOR PERIOD ENDING AT TIME INDICATED. (3) BASED ON PROJECT RECORDS. DOES NOT INCLUDE EVAPORATION LOSSES. (4) BASED ON TOTAL CONTENTS AT BEGINNING AND END OF MONTH. RESERVOIR INFLOW COMPUTATIONS (1) SMITH RIVER, VA. PHILPOTT LAKE AUGUST 2009 ELEVATION,FT,MSL CHANGE IN CONTENTS FLOW, CFS ________________ __________________ _________ TOTAL (2) GUIDE RESERVOIR CONTENTS ACRE - DAY-SEC-FEET (3) DATE HOUR CURVE LEVEL AF FEET STORED DRAWDOWN OUTFLOW INFLOW __________________________________________________________________________ 973.50 973.62 165092.0 1 973.47 973.69 165294.0 202.0 102. 32. 134 2 973.43 973.77 165525.0 231.0 116. 32. 148 3 973.40 973.65 165178.0 -347.0 -175. 296. 121 4 973.37 973.52 164803.0 -375.0 -189. 295. 106 5 973.33 973.47 164658.0 -145.0 -73. 281. 208 6 973.30 973.46 164629.0 -29.0 -15. 149. 134 7 973.27 973.32 164225.0 -404.0 -204. 303. 99 8 973.23 973.36 164340.0 115.0 58. 29. 87 9 973.20 973.33 164254.0 -86.0 -43. 148. 105 10 973.17 973.18 163820.0 -434.0 -219. 306. 87 11 973.13 973.15 163733.0 -87.0 -44. 304. 260 12 973.10 973.07 163502.0 -231.0 -116. 303. 187 13 973.07 973.10 163589.0 87.0 44. 40. 84 14 973.03 972.99 163271.0 -318.0 -160. 258. 98 15 973.00 973.03 163387.0 116.0 58. 28. 86 16 972.97 973.06 163473.0 86.0 43. 28. 71 17 972.94 972.87 162928.0 -545.0 -275. 348. 73 18 972.91 972.68 162385.0 -543.0 -274. 348. 74 19 972.88 972.51 161899.0 -486.0 -245. 348. 103 20 972.84 972.40 161584.0 -315.0 -159. 245. 86 21 972.81 972.34 161412.0 -172.0 -87. 182. 95 22 972.78 972.41 161613.0 201.0 101. 28. 129 23 972.75 972.55 162013.0 400.0 202. 28. 230 24 972.72 972.44 161698.0 -315.0 -159. 245. 86 25 972.69 972.29 161269.0 -429.0 -216. 297. 81 26 972.66 972.10 160726.0 -543.0 -274. 349. 75 27 972.62 971.91 160187.0 -539.0 -272. 343. 71 28 972.59 971.85 160019.0 -168.0 -85. 246. 161 29 972.56 971.91 160187.0 168.0 85. 28. 113 30 972.53 971.94 160271.0 84.0 42. 28. 70 31 972.50 971.88 160103.0 -168.0 -85. 175. 90 __________________________________________________________________________ TOTAL FOR MONTH................ -4989.0 851. -3369. 6070. 3552. NET CHANGE IN DAY-SECOND-FEET.. -2515. -2518. 2518. AVERAGE FLOW IN C.F.S.......... -81. 196. 115. CHANGE IN CONTENTS FOR MO.(4).. -4989.0 (1) COMPUTATIONS BASED ON THE APRIL 1989 CAPACITY TABLE. (2) BY 24-HOUR CLOCK, TIME IS 2400(MIDN.) OF DAY INDICATED UNLESS OTHERWISE NOTED. AVERAGE FLOW OR CHANGE IN RESERVOIR CONTENTS ARE FOR PERIOD ENDING AT TIME INDICATED. (3) BASED ON PROJECT RECORDS. DOES NOT INCLUDE EVAPORATION LOSSES. (4) BASED ON TOTAL CONTENTS AT BEGINNING AND END OF MONTH. RESERVOIR INFLOW COMPUTATIONS (1) SMITH RIVER, VA. PHILPOTT LAKE SEPTEMBER 2009 ELEVATION,FT,MSL CHANGE IN CONTENTS FLOW, CFS ________________ __________________ _________ TOTAL (2) GUIDE RESERVOIR CONTENTS ACRE - DAY-SEC-FEET (3) DATE HOUR CURVE LEVEL AF FEET STORED DRAWDOWN OUTFLOW INFLOW __________________________________________________________________________ 972.50 971.88 160103.0 1 972.47 971.75 159738.0 -365.0 -184. 250. 66 2 972.43 971.63 159400.0 -338.0 -170. 232. 62 3 972.40 971.50 159035.0 -365.0 -184. 247. 63 4 972.37 971.37 158670.0 -365.0 -184. 247. 63 5 972.33 971.31 158501.0 -169.0 -85. 135. 50 6 972.30 971.25 158333.0 -168.0 -85. 132. 47 7 972.27 971.16 158080.0 -253.0 -128. 197. 69 8 972.23 971.06 157799.0 -281.0 -142. 197. 55 9 972.20 970.92 157407.0 -392.0 -198. 246. 48 10 972.17 970.79 157044.0 -363.0 -183. 248. 65 11 972.13 970.69 156765.0 -279.0 -141. 196. 55 12 972.10 970.71 156821.0 56.0 28. 28. 56 13 972.07 970.72 156849.0 28.0 14. 28. 42 14 972.03 970.57 156430.0 -419.0 -211. 248. 37 15 972.00 970.43 156040.0 -390.0 -197. 247. 50 16 971.97 970.29 155649.0 -391.0 -197. 247. 50 17 971.93 970.19 155370.0 -279.0 -141. 248. 107 18 971.90 970.08 155063.0 -307.0 -155. 250. 95 19 971.87 970.12 155175.0 112.0 56. 31. 87 20 971.83 970.16 155286.0 111.0 56. 28. 84 21 971.80 970.04 154952.0 -334.0 -168. 248. 80 22 971.77 969.92 154620.0 -332.0 -167. 248. 81 23 971.73 969.84 154400.0 -220.0 -111. 247. 136 24 971.70 969.72 154070.0 -330.0 -166. 249. 83 25 971.67 969.59 153713.0 -357.0 -180. 251. 71 26 971.63 969.86 154455.0 742.0 374. 31. 405 27 971.60 970.12 155175.0 720.0 363. 31. 394 28 971.57 970.02 154896.0 -279.0 -141. 252. 111 29 971.53 969.88 154510.0 -386.0 -195. 251. 56 30 971.50 969.76 154180.0 -330.0 -166. 252. 86 __________________________________________________________________________ TOTAL FOR MONTH................ -5923.0 891. -3879. 5742. 2754. NET CHANGE IN DAY-SECOND-FEET.. -2986. -2988. 2988. AVERAGE FLOW IN C.F.S.......... -100. 191. 92. CHANGE IN CONTENTS FOR MO.(4).. -5923.0 (1) COMPUTATIONS BASED ON THE APRIL 1989 CAPACITY TABLE. (2) BY 24-HOUR CLOCK, TIME IS 2400(MIDN.) OF DAY INDICATED UNLESS OTHERWISE NOTED. AVERAGE FLOW OR CHANGE IN RESERVOIR CONTENTS ARE FOR PERIOD ENDING AT TIME INDICATED. (3) BASED ON PROJECT RECORDS. DOES NOT INCLUDE EVAPORATION LOSSES. (4) BASED ON TOTAL CONTENTS AT BEGINNING AND END OF MONTH. RESERVOIR INFLOW COMPUTATIONS (1) SMITH RIVER, VA. PHILPOTT LAKE OCTOBER 2009 ELEVATION,FT,MSL CHANGE IN CONTENTS FLOW, CFS ________________ __________________ _________ TOTAL (2) GUIDE RESERVOIR CONTENTS ACRE - DAY-SEC-FEET (3) DATE HOUR CURVE LEVEL AF FEET STORED DRAWDOWN OUTFLOW INFLOW __________________________________________________________________________ 971.50 969.76 154180.0 1 971.50 969.62 153795.0 -385.0 -194. 250. 56 2 971.50 969.49 153438.0 -357.0 -180. 252. 72 3 971.50 969.51 153492.0 54.0 27. 32. 59 4 971.50 969.53 153547.0 55.0 28. 31. 59 5 971.50 969.38 153135.0 -412.0 -208. 201. -7 6 971.50 969.27 152832.0 -303.0 -153. 201. 48 7 971.50 969.18 152585.0 -247.0 -125. 200. 75 8 971.50 969.07 152283.0 -302.0 -152. 201. 49 9 971.50 968.97 152009.0 -274.0 -138. 200. 62 10 971.50 969.00 152090.0 81.0 41. 32. 73 11 971.50 969.01 152117.0 27.0 14. 32. 46 12 971.50 968.92 151873.0 -244.0 -123. 201. 78 13 971.50 968.82 151602.0 -271.0 -137. 198. 61 14 971.50 968.77 151467.0 -135.0 -68. 201. 133 15 971.50 968.71 151304.0 -163.0 -82. 202. 120 16 971.50 968.62 151060.0 -244.0 -123. 202. 79 17 971.50 968.64 151114.0 54.0 27. 32. 59 18 971.50 968.66 151169.0 55.0 28. 32. 60 19 971.50 968.56 150898.0 -271.0 -137. 202. 65 20 971.50 968.46 150627.0 -271.0 -137. 205. 68 21 971.50 968.36 150356.0 -271.0 -137. 203. 66 22 971.50 968.25 150058.0 -298.0 -150. 201. 51 23 971.50 968.15 149786.0 -272.0 -137. 202. 65 24 971.50 968.19 149895.0 109.0 55. 32. 87 25 971.50 968.23 150003.0 108.0 54. 32. 86 26 971.50 968.11 149678.0 -325.0 -164. 202. 38 27 971.50 968.15 149786.0 108.0 54. 202. 256 28 971.50 968.23 150003.0 217.0 109. 201. 310 29 971.50 968.19 149895.0 -108.0 -54. 202. 148 30 971.50 968.11 149678.0 -217.0 -109. 202. 93 31 971.50 968.22 149976.0 298.0 150. 32. 182 __________________________________________________________________________ TOTAL FOR MONTH................ -4204.0 587. -2708. 4818. 2697. NET CHANGE IN DAY-SECOND-FEET.. -2120. -2121. 2121. AVERAGE FLOW IN C.F.S.......... -68. 155. 87. CHANGE IN CONTENTS FOR MO.(4).. -4204.0 (1) COMPUTATIONS BASED ON THE APRIL 1989 CAPACITY TABLE. (2) BY 24-HOUR CLOCK, TIME IS 2400(MIDN.) OF DAY INDICATED UNLESS OTHERWISE NOTED. AVERAGE FLOW OR CHANGE IN RESERVOIR CONTENTS ARE FOR PERIOD ENDING AT TIME INDICATED. (3) BASED ON PROJECT RECORDS. DOES NOT INCLUDE EVAPORATION LOSSES. (4) BASED ON TOTAL CONTENTS AT BEGINNING AND END OF MONTH. RESERVOIR INFLOW COMPUTATIONS (1) SMITH RIVER, VA. PHILPOTT LAKE NOVEMBER 2009 ELEVATION,FT,MSL CHANGE IN CONTENTS FLOW, CFS ________________ __________________ _________ TOTAL (2) GUIDE RESERVOIR CONTENTS ACRE - DAY-SEC-FEET (3) DATE HOUR CURVE LEVEL AF FEET STORED DRAWDOWN OUTFLOW INFLOW __________________________________________________________________________ 971.50 968.22 149976.0 1 971.50 968.77 151467.0 1491.0 752. 32. 784 2 971.50 968.81 151575.0 108.0 54. 202. 256 3 971.50 968.78 151494.0 -81.0 -41. 202. 161 4 971.50 968.72 151331.0 -163.0 -82. 202. 120 5 971.50 968.65 151141.0 -190.0 -96. 204. 108 6 971.50 968.58 150952.0 -189.0 -95. 203. 108 7 971.50 968.61 151033.0 81.0 41. 32. 73 8 971.50 968.67 151196.0 163.0 82. 32. 114 9 971.50 968.59 150979.0 -217.0 -109. 201. 92 10 971.50 968.59 150979.0 0.0 0. 201. 201 11 971.50 969.48 153410.0 2431.0 1226. 202. 1428 12 971.50 972.08 160669.0 7259.0 3660. 199. 3859 13 971.50 972.52 161927.0 1258.0 634. 198. 832 14 971.50 972.70 162442.0 515.0 260. 198. 458 15 971.50 972.77 162642.0 200.0 101. 197. 298 16 971.50 972.63 162242.0 -400.0 -202. 464. 262 17 971.50 972.46 161756.0 -486.0 -245. 465. 220 18 971.50 972.33 161384.0 -372.0 -188. 450. 262 19 971.50 972.17 160926.0 -458.0 -231. 567. 336 20 971.50 971.98 160384.0 -542.0 -273. 517. 244 21 971.50 972.12 160783.0 399.0 201. 31. 232 22 971.50 972.23 161098.0 315.0 159. 31. 190 23 971.50 972.32 161355.0 257.0 130. 197. 327 24 971.50 972.41 161613.0 258.0 130. 198. 328 25 971.50 972.45 161727.0 114.0 57. 197. 254 26 971.50 972.45 161727.0 0.0 0. 197. 197 27 971.50 972.45 161727.0 0.0 0. 198. 198 28 971.50 972.56 162042.0 315.0 159. 32. 191 29 971.50 972.64 162270.0 228.0 115. 32. 147 30 971.50 972.47 161784.0 -486.0 -245. 414. 169 __________________________________________________________________________ TOTAL FOR MONTH................ 11808.0 7761. -1807. 6495. 12449. NET CHANGE IN DAY-SECOND-FEET.. 5953. 5954. 5954. AVERAGE FLOW IN C.F.S.......... 198. 216. 415. CHANGE IN CONTENTS FOR MO.(4).. 11808.0 (1) COMPUTATIONS BASED ON THE APRIL 1989 CAPACITY TABLE. (2) BY 24-HOUR CLOCK, TIME IS 2400(MIDN.) OF DAY INDICATED UNLESS OTHERWISE NOTED. AVERAGE FLOW OR CHANGE IN RESERVOIR CONTENTS ARE FOR PERIOD ENDING AT TIME INDICATED. (3) BASED ON PROJECT RECORDS. DOES NOT INCLUDE EVAPORATION LOSSES. (4) BASED ON TOTAL CONTENTS AT BEGINNING AND END OF MONTH. RESERVOIR INFLOW COMPUTATIONS (1) SMITH RIVER, VA. PHILPOTT LAKE DECEMBER 2009 ELEVATION,FT,MSL CHANGE IN CONTENTS FLOW, CFS ________________ __________________ _________ TOTAL (2) GUIDE RESERVOIR CONTENTS ACRE - DAY-SEC-FEET (3) DATE HOUR CURVE LEVEL AF FEET STORED DRAWDOWN OUTFLOW INFLOW __________________________________________________________________________ 971.50 972.47 161784.0 1 971.50 972.31 161327.0 -457.0 -230. 415. 185 2 971.50 972.81 162757.0 1430.0 721. 415. 1136 3 971.50 973.26 164051.0 1294.0 652. 413. 1065 4 971.50 973.29 164138.0 87.0 44. 413. 457 5 971.50 973.61 165063.0 925.0 466. 32. 498 6 971.50 973.84 165728.0 665.0 335. 32. 367 7 971.50 973.61 165063.0 -665.0 -335. 669. 334 8 971.50 973.43 164543.0 -520.0 -262. 669. 407 9 971.50 974.22 166832.0 2289.0 1154. 667. 1821 10 971.50 974.22 166832.0 0.0 0. 667. 667 11 971.50 974.08 166424.0 -408.0 -206. 668. 462 12 971.50 973.85 165757.0 -667.0 -336. 719. 383 13 971.50 974.28 167008.0 1251.0 631. 299. 930 14 971.50 974.22 166832.0 -176.0 -89. 766. 677 15 971.50 974.01 166219.0 -613.0 -309. 789. 480 16 971.50 973.76 165496.0 -723.0 -365. 770. 405 17 971.50 973.33 164254.0 -1242.0 -626. 960. 334 18 971.50 973.27 164080.0 -174.0 -88. 559. 471 19 971.50 973.55 164889.0 809.0 408. 32. 440 20 971.50 973.73 165410.0 521.0 263. 32. 295 21 971.50 973.48 164687.0 -723.0 -365. 655. 290 22 971.50 973.19 163849.0 -838.0 -422. 717. 295 23 971.50 972.93 163100.0 -749.0 -378. 670. 292 24 971.50 972.94 163128.0 28.0 14. 261. 275 25 971.50 974.53 167738.0 4610.0 2324. 260. 2584 26 971.50 975.48 170531.0 2793.0 1408. 39. 1447 27 971.50 975.17 169613.0 -918.0 -463. 1258. 795 28 971.50 974.70 168234.0 -1379.0 -695. 1265. 570 29 971.50 974.38 167300.0 -934.0 -471. 969. 498 30 971.50 974.00 166190.0 -1110.0 -560. 968. 408 31 971.50 973.62 165092.0 -1098.0 -554. 969. 415 __________________________________________________________________________ TOTAL FOR MONTH................ 3308.0 8420. -6754. 18017. 19683. NET CHANGE IN DAY-SECOND-FEET.. 1668. 1666. 1666. AVERAGE FLOW IN C.F.S.......... 54. 581. 635. CHANGE IN CONTENTS FOR MO.(4).. 3308.0 (1) COMPUTATIONS BASED ON THE APRIL 1989 CAPACITY TABLE. (2) BY 24-HOUR CLOCK, TIME IS 2400(MIDN.) OF DAY INDICATED UNLESS OTHERWISE NOTED. AVERAGE FLOW OR CHANGE IN RESERVOIR CONTENTS ARE FOR PERIOD ENDING AT TIME INDICATED. (3) BASED ON PROJECT RECORDS. DOES NOT INCLUDE EVAPORATION LOSSES. (4) BASED ON TOTAL CONTENTS AT BEGINNING AND END OF MONTH. RESERVOIR INFLOW COMPUTATIONS (1) SMITH RIVER, VA. PHILPOTT LAKE JANUARY 2010 ELEVATION,FT,MSL CHANGE IN CONTENTS FLOW, CFS ________________ __________________ _________ TOTAL (2) GUIDE RESERVOIR CONTENTS ACRE - DAY-SEC-FEET (3) DATE HOUR CURVE LEVEL AF FEET STORED DRAWDOWN OUTFLOW INFLOW __________________________________________________________________________ 971.50 973.62 165092.0 1 971.50 973.23 163965.0 -1127.0 -568. 971. 403 2 971.50 973.41 164485.0 520.0 262. 33. 295 3 971.50 973.59 165005.0 520.0 262. 32. 294 4 971.50 973.55 164889.0 -116.0 -58. 316. 258 5 971.50 973.46 164629.0 -260.0 -131. 672. 541 6 971.50 973.20 163878.0 -751.0 -379. 657. 278 7 971.50 972.94 163128.0 -750.0 -378. 658. 280 8 971.50 972.67 162356.0 -772.0 -389. 660. 271 9 971.50 972.61 162185.0 -171.0 -86. 309. 223 10 971.50 972.57 162070.0 -115.0 -58. 307. 249 11 971.50 972.42 161641.0 -429.0 -216. 457. 241 12 971.50 972.28 161241.0 -400.0 -202. 457. 255 13 971.50 972.12 160783.0 -458.0 -231. 458. 227 14 971.50 971.97 160356.0 -427.0 -215. 457. 242 15 971.50 971.82 159934.0 -422.0 -213. 458. 245 16 971.50 971.96 160328.0 394.0 199. 31. 230 17 971.50 973.02 163358.0 3030.0 1528. 32. 1560 18 971.50 973.29 164138.0 780.0 393. 336. 729 19 971.50 973.20 163878.0 -260.0 -131. 656. 525 20 971.50 973.09 163560.0 -318.0 -160. 646. 486 21 971.50 973.01 163329.0 -231.0 -116. 657. 541 22 971.50 972.98 163243.0 -86.0 -43. 653. 610 23 971.50 973.18 163820.0 577.0 291. 254. 545 24 971.50 974.11 166511.0 2691.0 1357. 357. 1714 25 971.50 978.33 179113.0 12602.0 6354. 460. 6814 26 971.50 977.67 177100.0 -2013.0 -1015. 2142. 1127 27 971.50 976.05 172220.0 -4880.0 -2460. 3300. 840 28 971.50 974.21 166803.0 -5417.0 -2731. 3291. 560 29 971.50 973.69 165294.0 -1509.0 -761. 1342. 581 30 971.50 973.70 165323.0 29.0 15. 693. 708 31 971.50 973.57 164947.0 -376.0 -190. 693. 503 __________________________________________________________________________ TOTAL FOR MONTH................ -145.0 10661. -10731. 22445. 22375. NET CHANGE IN DAY-SECOND-FEET.. -73. -70. 70. AVERAGE FLOW IN C.F.S.......... -2. 724. 722. CHANGE IN CONTENTS FOR MO.(4).. -145.0 (1) COMPUTATIONS BASED ON THE APRIL 1989 CAPACITY TABLE. (2) BY 24-HOUR CLOCK, TIME IS 2400(MIDN.) OF DAY INDICATED UNLESS OTHERWISE NOTED. AVERAGE FLOW OR CHANGE IN RESERVOIR CONTENTS ARE FOR PERIOD ENDING AT TIME INDICATED. (3) BASED ON PROJECT RECORDS. DOES NOT INCLUDE EVAPORATION LOSSES. (4) BASED ON TOTAL CONTENTS AT BEGINNING AND END OF MONTH. RESERVOIR INFLOW COMPUTATIONS (1) SMITH RIVER, VA. PHILPOTT LAKE FEBRUARY 2010 ELEVATION,FT,MSL CHANGE IN CONTENTS FLOW, CFS ________________ __________________ _________ TOTAL (2) GUIDE RESERVOIR CONTENTS ACRE - DAY-SEC-FEET (3) DATE HOUR CURVE LEVEL AF FEET STORED DRAWDOWN OUTFLOW INFLOW __________________________________________________________________________ 971.50 973.57 164947.0 1 971.53 973.41 164485.0 -462.0 -233. 694. 461 2 971.57 973.31 164196.0 -289.0 -146. 694. 548 3 971.60 973.26 164051.0 -145.0 -73. 694. 621 4 971.63 973.14 163705.0 -346.0 -174. 694. 520 5 971.67 973.26 164051.0 346.0 174. 624. 798 6 971.70 973.29 164138.0 87.0 44. 620. 664 7 971.73 973.17 163791.0 -347.0 -175. 689. 514 8 971.77 973.01 163329.0 -462.0 -233. 692. 459 9 971.80 972.86 162900.0 -429.0 -216. 693. 477 10 971.83 972.66 162328.0 -572.0 -288. 694. 406 11 971.87 972.49 161841.0 -487.0 -246. 692. 446 12 971.90 972.29 161269.0 -572.0 -288. 696. 408 13 971.93 972.34 161412.0 143.0 72. 306. 378 14 971.97 972.40 161584.0 172.0 87. 304. 391 15 972.00 972.41 161613.0 29.0 15. 413. 428 16 972.04 972.35 161441.0 -172.0 -87. 412. 325 17 972.08 972.25 161155.0 -286.0 -144. 466. 322 18 972.12 972.22 161069.0 -86.0 -43. 413. 370 19 972.15 972.19 160983.0 -86.0 -43. 413. 370 20 972.19 972.42 161641.0 658.0 332. 46. 378 21 972.23 972.69 162413.0 772.0 389. 46. 435 22 972.27 972.93 163100.0 687.0 346. 222. 568 23 972.31 973.21 163907.0 807.0 407. 222. 629 24 972.35 973.57 164947.0 1040.0 524. 219. 743 25 972.38 973.76 165496.0 549.0 277. 221. 498 26 972.42 974.00 166190.0 694.0 350. 221. 571 27 972.46 973.99 166161.0 -29.0 -15. 455. 440 28 972.50 973.96 166074.0 -87.0 -44. 455. 411 __________________________________________________________________________ TOTAL FOR MONTH................ 1127.0 3017. -2448. 13010. 13579. NET CHANGE IN DAY-SECOND-FEET.. 568. 569. 569. AVERAGE FLOW IN C.F.S.......... 20. 465. 485. CHANGE IN CONTENTS FOR MO.(4).. 1127.0 (1) COMPUTATIONS BASED ON THE APRIL 1989 CAPACITY TABLE. (2) BY 24-HOUR CLOCK, TIME IS 2400(MIDN.) OF DAY INDICATED UNLESS OTHERWISE NOTED. AVERAGE FLOW OR CHANGE IN RESERVOIR CONTENTS ARE FOR PERIOD ENDING AT TIME INDICATED. (3) BASED ON PROJECT RECORDS. DOES NOT INCLUDE EVAPORATION LOSSES. (4) BASED ON TOTAL CONTENTS AT BEGINNING AND END OF MONTH. RESERVOIR INFLOW COMPUTATIONS (1) SMITH RIVER, VA. PHILPOTT LAKE MARCH 2010 ELEVATION,FT,MSL CHANGE IN CONTENTS FLOW, CFS ________________ __________________ _________ TOTAL (2) GUIDE RESERVOIR CONTENTS ACRE - DAY-SEC-FEET (3) DATE HOUR CURVE LEVEL AF FEET STORED DRAWDOWN OUTFLOW INFLOW __________________________________________________________________________ 972.50 973.96 166074.0 1 972.53 973.88 165843.0 -231.0 -116. 535. 419 2 972.57 973.81 165641.0 -202.0 -102. 536. 434 3 972.60 973.73 165410.0 -231.0 -116. 536. 420 4 972.63 973.62 165092.0 -318.0 -160. 536. 376 5 972.67 973.50 164745.0 -347.0 -175. 536. 361 6 972.70 973.72 165381.0 636.0 321. 46. 367 7 972.73 973.93 165988.0 607.0 306. 46. 352 8 972.77 973.81 165641.0 -347.0 -175. 536. 361 9 972.80 973.70 165323.0 -318.0 -160. 536. 376 10 972.83 973.61 165063.0 -260.0 -131. 535. 404 11 972.87 973.55 164889.0 -174.0 -88. 546. 458 12 972.90 973.54 164861.0 -28.0 -14. 536. 522 13 972.93 974.69 168205.0 3344.0 1686. 46. 1732 14 972.97 975.25 169850.0 1645.0 829. 45. 874 15 973.00 975.21 169732.0 -118.0 -59. 711. 652 16 973.03 975.13 169495.0 -237.0 -119. 671. 552 17 973.06 975.02 169169.0 -326.0 -164. 666. 502 18 973.09 974.89 168789.0 -380.0 -192. 656. 464 19 973.12 974.72 168292.0 -497.0 -251. 686. 435 20 973.16 974.96 168993.0 701.0 353. 31. 384 21 973.19 975.10 169406.0 413.0 208. 209. 417 22 973.22 975.03 169199.0 -207.0 -104. 707. 603 23 973.25 974.88 168760.0 -439.0 -221. 708. 487 24 973.28 974.69 168205.0 -555.0 -280. 708. 428 25 973.31 974.52 167708.0 -497.0 -251. 655. 404 26 973.34 974.48 167592.0 -116.0 -58. 602. 544 27 973.38 974.45 167504.0 -88.0 -44. 484. 440 28 973.41 974.88 168760.0 1256.0 633. 203. 836 29 973.44 975.41 170324.0 1564.0 789. 655. 1444 30 973.47 975.46 170472.0 148.0 75. 654. 729 31 973.50 974.97 169022.0 -1450.0 -731. 1317. 586 __________________________________________________________________________ TOTAL FOR MONTH................ 2948.0 5200. -3711. 15874. 17363. NET CHANGE IN DAY-SECOND-FEET.. 1486. 1489. 1489. AVERAGE FLOW IN C.F.S.......... 48. 512. 560. CHANGE IN CONTENTS FOR MO.(4).. 2948.0 (1) COMPUTATIONS BASED ON THE APRIL 1989 CAPACITY TABLE. (2) BY 24-HOUR CLOCK, TIME IS 2400(MIDN.) OF DAY INDICATED UNLESS OTHERWISE NOTED. AVERAGE FLOW OR CHANGE IN RESERVOIR CONTENTS ARE FOR PERIOD ENDING AT TIME INDICATED. (3) BASED ON PROJECT RECORDS. DOES NOT INCLUDE EVAPORATION LOSSES. (4) BASED ON TOTAL CONTENTS AT BEGINNING AND END OF MONTH. RESERVOIR INFLOW COMPUTATIONS (1) SMITH RIVER, VA. PHILPOTT LAKE APRIL 2010 ELEVATION,FT,MSL CHANGE IN CONTENTS FLOW, CFS ________________ __________________ _________ TOTAL (2) GUIDE RESERVOIR CONTENTS ACRE - DAY-SEC-FEET (3) DATE HOUR CURVE LEVEL AF FEET STORED DRAWDOWN OUTFLOW INFLOW __________________________________________________________________________ 973.50 974.97 169022.0 1 973.50 974.44 167475.0 -1547.0 -780. 1288. 508 2 973.50 973.89 165872.0 -1603.0 -808. 1290. 482 3 973.50 974.15 166628.0 756.0 381. 35. 416 4 973.50 974.42 167416.0 788.0 397. 32. 429 5 973.50 974.38 167300.0 -116.0 -58. 467. 409 6 973.50 974.33 167154.0 -146.0 -74. 467. 393 7 973.50 974.27 166978.0 -176.0 -89. 451. 362 8 973.50 974.37 167270.0 292.0 147. 467. 614 9 973.50 974.52 167708.0 438.0 221. 467. 688 10 973.50 974.80 168526.0 818.0 412. 31. 443 11 973.50 975.05 169258.0 732.0 369. 31. 400 12 973.50 975.01 169140.0 -118.0 -59. 465. 406 13 973.50 974.63 168030.0 -1110.0 -560. 937. 377 14 973.50 974.24 166891.0 -1139.0 -574. 939. 365 15 973.50 973.85 165757.0 -1134.0 -572. 940. 368 16 973.50 973.48 164687.0 -1070.0 -539. 889. 350 17 973.50 973.39 164427.0 -260.0 -131. 469. 338 18 973.50 973.33 164254.0 -173.0 -87. 408. 321 19 973.50 973.50 164745.0 491.0 248. 50. 298 20 973.50 973.65 165178.0 433.0 218. 52. 270 21 973.50 973.89 165872.0 694.0 350. 51. 401 22 973.50 974.06 166365.0 493.0 249. 62. 311 23 973.50 974.22 166832.0 467.0 235. 54. 289 24 973.50 974.41 167387.0 555.0 280. 32. 312 25 973.50 974.63 168030.0 643.0 324. 31. 355 26 973.50 974.33 167154.0 -876.0 -442. 753. 311 27 973.50 974.02 166248.0 -906.0 -457. 757. 300 28 973.50 973.69 165294.0 -954.0 -481. 764. 283 29 973.50 973.35 164312.0 -982.0 -495. 767. 272 30 973.50 973.36 164340.0 28.0 14. 249. 263 __________________________________________________________________________ TOTAL FOR MONTH................ -4682.0 3845. -6206. 13695. 11334. NET CHANGE IN DAY-SECOND-FEET.. -2361. -2361. 2361. AVERAGE FLOW IN C.F.S.......... -79. 456. 378. CHANGE IN CONTENTS FOR MO.(4).. -4682.0 (1) COMPUTATIONS BASED ON THE APRIL 1989 CAPACITY TABLE. (2) BY 24-HOUR CLOCK, TIME IS 2400(MIDN.) OF DAY INDICATED UNLESS OTHERWISE NOTED. AVERAGE FLOW OR CHANGE IN RESERVOIR CONTENTS ARE FOR PERIOD ENDING AT TIME INDICATED. (3) BASED ON PROJECT RECORDS. DOES NOT INCLUDE EVAPORATION LOSSES. (4) BASED ON TOTAL CONTENTS AT BEGINNING AND END OF MONTH. RESERVOIR INFLOW COMPUTATIONS (1) SMITH RIVER, VA. PHILPOTT LAKE MAY 2010 ELEVATION,FT,MSL CHANGE IN CONTENTS FLOW, CFS ________________ __________________ _________ TOTAL (2) GUIDE RESERVOIR CONTENTS ACRE - DAY-SEC-FEET (3) DATE HOUR CURVE LEVEL AF FEET STORED DRAWDOWN OUTFLOW INFLOW __________________________________________________________________________ 973.50 973.36 164340.0 1 973.50 973.51 164774.0 434.0 219. 33. 252 2 973.50 973.59 165005.0 231.0 116. 156. 272 3 973.50 973.65 165178.0 173.0 87. 258. 345 4 973.50 973.66 165207.0 29.0 15. 252. 267 5 973.50 973.66 165207.0 0.0 0. 250. 250 6 973.50 973.68 165265.0 58.0 29. 198. 227 7 973.50 973.69 165294.0 29.0 15. 198. 213 8 973.50 973.82 165670.0 376.0 190. 32. 222 9 973.50 973.91 165930.0 260.0 131. 32. 163 10 973.50 973.94 166017.0 87.0 44. 143. 187 11 973.50 974.00 166190.0 173.0 87. 146. 233 12 973.50 974.00 166190.0 0.0 0. 249. 249 13 973.50 973.92 165959.0 -231.0 -116. 352. 236 14 973.50 973.86 165785.0 -174.0 -88. 352. 264 15 973.50 974.02 166248.0 463.0 233. 32. 265 16 973.50 974.34 167183.0 935.0 471. 32. 503 17 973.50 974.68 168176.0 993.0 501. 248. 749 18 973.50 974.71 168263.0 87.0 44. 351. 395 19 973.50 974.74 168351.0 88.0 44. 299. 343 20 973.50 974.55 167796.0 -555.0 -280. 556. 276 21 973.50 974.35 167212.0 -584.0 -294. 556. 262 22 973.50 974.50 167650.0 438.0 221. 31. 252 23 973.50 974.67 168146.0 496.0 250. 31. 281 24 973.50 974.65 168088.0 -58.0 -29. 306. 277 25 973.50 974.60 167942.0 -146.0 -74. 357. 283 26 973.50 974.46 167533.0 -409.0 -206. 462. 256 27 973.50 974.29 167037.0 -496.0 -250. 462. 212 28 973.50 974.11 166511.0 -526.0 -265. 528. 263 29 973.50 974.26 166949.0 438.0 221. 29. 250 30 973.50 974.38 167300.0 351.0 177. 29. 206 31 973.50 974.20 166774.0 -526.0 -265. 462. 197 __________________________________________________________________________ TOTAL FOR MONTH................ 2434.0 3095. -1867. 7422. 8650. NET CHANGE IN DAY-SECOND-FEET.. 1227. 1228. 1228. AVERAGE FLOW IN C.F.S.......... 40. 239. 279. CHANGE IN CONTENTS FOR MO.(4).. 2434.0 (1) COMPUTATIONS BASED ON THE APRIL 1989 CAPACITY TABLE. (2) BY 24-HOUR CLOCK, TIME IS 2400(MIDN.) OF DAY INDICATED UNLESS OTHERWISE NOTED. AVERAGE FLOW OR CHANGE IN RESERVOIR CONTENTS ARE FOR PERIOD ENDING AT TIME INDICATED. (3) BASED ON PROJECT RECORDS. DOES NOT INCLUDE EVAPORATION LOSSES. (4) BASED ON TOTAL CONTENTS AT BEGINNING AND END OF MONTH. RESERVOIR INFLOW COMPUTATIONS (1) SMITH RIVER, VA. PHILPOTT LAKE JUNE 2010 ELEVATION,FT,MSL CHANGE IN CONTENTS FLOW, CFS ________________ __________________ _________ TOTAL (2) GUIDE RESERVOIR CONTENTS ACRE - DAY-SEC-FEET (3) DATE HOUR CURVE LEVEL AF FEET STORED DRAWDOWN OUTFLOW INFLOW __________________________________________________________________________ 973.50 974.20 166774.0 1 973.50 974.04 166307.0 -467.0 -235. 463. 228 2 973.50 973.90 165901.0 -406.0 -205. 410. 205 3 973.50 973.79 165583.0 -318.0 -160. 357. 197 4 973.50 973.70 165323.0 -260.0 -131. 358. 227 5 973.50 973.69 165294.0 -29.0 -15. 200. 185 6 973.50 973.71 165352.0 58.0 29. 147. 176 7 973.50 973.78 165554.0 202.0 102. 199. 301 8 973.50 973.78 165554.0 0.0 0. 147. 147 9 973.50 973.80 165612.0 58.0 29. 147. 176 10 973.50 973.74 165439.0 -173.0 -87. 245. 158 11 973.50 973.67 165236.0 -203.0 -102. 250. 148 12 973.50 973.78 165554.0 318.0 160. 32. 192 13 973.50 973.88 165843.0 289.0 146. 32. 178 14 973.50 973.78 165554.0 -289.0 -146. 306. 160 15 973.50 973.74 165439.0 -115.0 -58. 249. 191 16 973.50 973.75 165468.0 29.0 15. 198. 213 17 973.50 973.74 165439.0 -29.0 -15. 250. 235 18 973.50 973.67 165236.0 -203.0 -102. 249. 147 19 973.50 973.75 165468.0 232.0 117. 31. 148 20 973.50 973.75 165468.0 0.0 0. 32. 32 21 973.50 973.75 165468.0 0.0 0. 249. 249 22 973.50 973.69 165294.0 -174.0 -88. 250. 162 23 973.50 973.61 165063.0 -231.0 -116. 249. 133 24 973.50 973.57 164947.0 -116.0 -58. 250. 192 25 973.50 973.53 164832.0 -115.0 -58. 250. 192 26 973.50 973.50 164745.0 -87.0 -44. 198. 154 27 973.50 973.42 164514.0 -231.0 -116. 198. 82 28 973.50 973.31 164196.0 -318.0 -160. 250. 90 29 973.50 973.29 164138.0 -58.0 -29. 146. 117 30 973.50 973.26 164051.0 -87.0 -44. 146. 102 __________________________________________________________________________ TOTAL FOR MONTH................ -2723.0 598. -1969. 6488. 5117. NET CHANGE IN DAY-SECOND-FEET.. -1373. -1371. 1371. AVERAGE FLOW IN C.F.S.......... -46. 216. 171. CHANGE IN CONTENTS FOR MO.(4).. -2723.0 (1) COMPUTATIONS BASED ON THE APRIL 1989 CAPACITY TABLE. (2) BY 24-HOUR CLOCK, TIME IS 2400(MIDN.) OF DAY INDICATED UNLESS OTHERWISE NOTED. AVERAGE FLOW OR CHANGE IN RESERVOIR CONTENTS ARE FOR PERIOD ENDING AT TIME INDICATED. (3) BASED ON PROJECT RECORDS. DOES NOT INCLUDE EVAPORATION LOSSES. (4) BASED ON TOTAL CONTENTS AT BEGINNING AND END OF MONTH. RESERVOIR INFLOW COMPUTATIONS (1) SMITH RIVER, VA. PHILPOTT LAKE JULY 2010 ELEVATION,FT,MSL CHANGE IN CONTENTS FLOW, CFS ________________ __________________ _________ TOTAL (2) GUIDE RESERVOIR CONTENTS ACRE - DAY-SEC-FEET (3) DATE HOUR CURVE LEVEL AF FEET STORED DRAWDOWN OUTFLOW INFLOW __________________________________________________________________________ 973.50 973.26 164051.0 1 973.50 973.19 163849.0 -202.0 -102. 199. 97 2 973.50 973.11 163618.0 -231.0 -116. 198. 82 3 973.50 973.14 163705.0 87.0 44. 32. 76 4 973.50 973.16 163762.0 57.0 29. 32. 61 5 973.50 973.09 163560.0 -202.0 -102. 198. 96 6 973.50 972.91 163043.0 -517.0 -261. 354. 93 7 973.50 972.74 162556.0 -487.0 -246. 354. 108 8 973.50 972.57 162070.0 -486.0 -245. 302. 57 9 973.50 972.46 161756.0 -314.0 -158. 303. 145 10 973.50 972.52 161927.0 171.0 86. 32. 118 11 973.50 972.55 162013.0 86.0 43. 32. 75 12 973.50 972.47 161784.0 -229.0 -115. 300. 185 13 973.50 972.37 161498.0 -286.0 -144. 300. 156 14 973.50 972.26 161184.0 -314.0 -158. 286. 128 15 973.50 972.11 160755.0 -429.0 -216. 303. 87 16 973.50 972.10 160726.0 -29.0 -15. 130. 115 17 973.50 972.23 161098.0 372.0 188. 32. 220 18 973.50 972.26 161184.0 86.0 43. 33. 76 19 973.50 972.15 160869.0 -315.0 -159. 303. 144 20 973.50 972.02 160497.0 -372.0 -188. 301. 113 21 973.50 971.88 160103.0 -394.0 -199. 302. 103 22 973.50 971.75 159738.0 -365.0 -184. 304. 120 23 973.50 971.60 159316.0 -422.0 -213. 291. 78 24 973.50 971.53 159119.0 -197.0 -99. 199. 100 25 973.50 971.46 158923.0 -196.0 -99. 147. 48 26 973.50 971.36 158642.0 -281.0 -142. 200. 58 27 973.50 971.42 158810.0 168.0 85. 200. 285 28 973.50 971.31 158501.0 -309.0 -156. 304. 148 29 973.50 971.17 158108.0 -393.0 -198. 304. 106 30 973.50 971.05 157770.0 -338.0 -170. 252. 82 31 973.50 971.10 157911.0 141.0 71. 32. 103 __________________________________________________________________________ TOTAL FOR MONTH................ -6140.0 589. -3685. 6559. 3463. NET CHANGE IN DAY-SECOND-FEET.. -3096. -3096. 3096. AVERAGE FLOW IN C.F.S.......... -100. 212. 112. CHANGE IN CONTENTS FOR MO.(4).. -6140.0 (1) COMPUTATIONS BASED ON THE APRIL 1989 CAPACITY TABLE. (2) BY 24-HOUR CLOCK, TIME IS 2400(MIDN.) OF DAY INDICATED UNLESS OTHERWISE NOTED. AVERAGE FLOW OR CHANGE IN RESERVOIR CONTENTS ARE FOR PERIOD ENDING AT TIME INDICATED. (3) BASED ON PROJECT RECORDS. DOES NOT INCLUDE EVAPORATION LOSSES. (4) BASED ON TOTAL CONTENTS AT BEGINNING AND END OF MONTH. RESERVOIR INFLOW COMPUTATIONS (1) SMITH RIVER, VA. PHILPOTT LAKE AUGUST 2010 ELEVATION,FT,MSL CHANGE IN CONTENTS FLOW, CFS ________________ __________________ _________ TOTAL (2) GUIDE RESERVOIR CONTENTS ACRE - DAY-SEC-FEET (3) DATE HOUR CURVE LEVEL AF FEET STORED DRAWDOWN OUTFLOW INFLOW __________________________________________________________________________ 973.50 971.10 157911.0 1 973.47 971.16 158080.0 169.0 85. 31. 116 2 973.43 971.06 157799.0 -281.0 -142. 252. 110 3 973.40 970.91 157379.0 -420.0 -212. 305. 93 4 973.37 970.75 156933.0 -446.0 -225. 357. 132 5 973.33 970.61 156542.0 -391.0 -197. 358. 161 6 973.30 970.51 156263.0 -279.0 -141. 253. 112 7 973.27 970.54 156347.0 84.0 42. 31. 73 8 973.23 970.56 156402.0 55.0 28. 32. 60 9 973.20 970.43 156040.0 -362.0 -183. 254. 71 10 973.17 970.25 155538.0 -502.0 -253. 306. 53 11 973.13 970.10 155119.0 -419.0 -211. 359. 148 12 973.10 969.95 154703.0 -416.0 -210. 359. 149 13 973.07 969.82 154345.0 -358.0 -180. 254. 74 14 973.03 970.05 154979.0 634.0 320. 31. 351 15 973.00 970.14 155231.0 252.0 127. 31. 158 16 972.97 970.01 154868.0 -363.0 -183. 306. 123 17 972.94 970.20 155398.0 530.0 267. 306. 573 18 972.91 970.39 155928.0 530.0 267. 305. 572 19 972.88 970.44 156068.0 140.0 71. 303. 374 20 972.84 970.44 156068.0 0.0 0. 306. 306 21 972.81 970.54 156347.0 279.0 141. 31. 172 22 972.78 970.60 156514.0 167.0 84. 31. 115 23 972.75 970.46 156123.0 -391.0 -197. 305. 108 24 972.72 970.33 155761.0 -362.0 -183. 305. 122 25 972.69 970.23 155482.0 -279.0 -141. 313. 172 26 972.66 970.15 155258.0 -224.0 -113. 311. 198 27 972.62 970.00 154840.0 -418.0 -211. 311. 100 28 972.59 969.92 154620.0 -220.0 -111. 204. 93 29 972.56 969.96 154730.0 110.0 55. 29. 84 30 972.53 969.87 154483.0 -247.0 -125. 203. 78 31 972.50 969.78 154235.0 -248.0 -125. 204. 79 __________________________________________________________________________ TOTAL FOR MONTH................ -3676.0 1487. -3343. 6986. 5130. NET CHANGE IN DAY-SECOND-FEET.. -1853. -1856. 1856. AVERAGE FLOW IN C.F.S.......... -60. 225. 165. CHANGE IN CONTENTS FOR MO.(4).. -3676.0 (1) COMPUTATIONS BASED ON THE APRIL 1989 CAPACITY TABLE. (2) BY 24-HOUR CLOCK, TIME IS 2400(MIDN.) OF DAY INDICATED UNLESS OTHERWISE NOTED. AVERAGE FLOW OR CHANGE IN RESERVOIR CONTENTS ARE FOR PERIOD ENDING AT TIME INDICATED. (3) BASED ON PROJECT RECORDS. DOES NOT INCLUDE EVAPORATION LOSSES. (4) BASED ON TOTAL CONTENTS AT BEGINNING AND END OF MONTH. RESERVOIR INFLOW COMPUTATIONS (1) SMITH RIVER, VA. PHILPOTT LAKE SEPTEMBER 2010 ELEVATION,FT,MSL CHANGE IN CONTENTS FLOW, CFS ________________ __________________ _________ TOTAL (2) GUIDE RESERVOIR CONTENTS ACRE - DAY-SEC-FEET (3) DATE HOUR CURVE LEVEL AF FEET STORED DRAWDOWN OUTFLOW INFLOW __________________________________________________________________________ 972.50 969.78 154235.0 1 972.47 969.64 153850.0 -385.0 -194. 258. 64 2 972.43 969.50 153465.0 -385.0 -194. 258. 64 3 972.40 969.39 153162.0 -303.0 -153. 204. 51 4 972.37 969.39 153162.0 0.0 0. 28. 28 5 972.33 969.40 153190.0 28.0 14. 28. 42 6 972.30 969.32 152970.0 -220.0 -111. 150. 39 7 972.27 969.13 152448.0 -522.0 -263. 312. 49 8 972.23 968.95 151955.0 -493.0 -249. 313. 64 9 972.20 968.79 151521.0 -434.0 -219. 258. 39 10 972.17 968.63 151087.0 -434.0 -219. 259. 40 11 972.13 968.65 151141.0 54.0 27. 28. 55 12 972.10 968.68 151223.0 82.0 41. 28. 69 13 972.07 968.44 150572.0 -651.0 -328. 368. 40 14 972.03 968.20 149922.0 -650.0 -328. 367. 39 15 972.00 968.03 149461.0 -461.0 -232. 259. 27 16 971.97 967.94 149219.0 -242.0 -122. 150. 28 17 971.93 967.87 149032.0 -187.0 -94. 150. 56 18 971.90 967.86 149005.0 -27.0 -14. 28. 14 19 971.87 967.87 149032.0 27.0 14. 28. 42 20 971.83 967.74 148683.0 -349.0 -176. 204. 28 21 971.80 967.53 148120.0 -563.0 -284. 315. 31 22 971.77 967.37 147692.0 -428.0 -216. 315. 99 23 971.73 967.17 147156.0 -536.0 -270. 315. 45 24 971.70 967.08 146914.0 -242.0 -122. 151. 29 25 971.67 966.91 146462.0 -452.0 -228. 261. 33 26 971.63 967.16 147129.0 667.0 336. 28. 364 27 971.60 967.50 148040.0 911.0 459. 258. 717 28 971.57 967.66 148469.0 429.0 216. 259. 475 29 971.53 967.67 148496.0 27.0 14. 205. 219 30 971.50 968.88 151765.0 3269.0 1648. 204. 1852 __________________________________________________________________________ TOTAL FOR MONTH................ -2470.0 2769. -4016. 5989. 4742. NET CHANGE IN DAY-SECOND-FEET.. -1245. -1247. 1247. AVERAGE FLOW IN C.F.S.......... -42. 200. 158. CHANGE IN CONTENTS FOR MO.(4).. -2470.0 (1) COMPUTATIONS BASED ON THE APRIL 1989 CAPACITY TABLE. (2) BY 24-HOUR CLOCK, TIME IS 2400(MIDN.) OF DAY INDICATED UNLESS OTHERWISE NOTED. AVERAGE FLOW OR CHANGE IN RESERVOIR CONTENTS ARE FOR PERIOD ENDING AT TIME INDICATED. (3) BASED ON PROJECT RECORDS. DOES NOT INCLUDE EVAPORATION LOSSES. (4) BASED ON TOTAL CONTENTS AT BEGINNING AND END OF MONTH. RESERVOIR INFLOW COMPUTATIONS (1) SMITH RIVER, VA. PHILPOTT LAKE OCTOBER 2010 ELEVATION,FT,MSL CHANGE IN CONTENTS FLOW, CFS ________________ __________________ _________ TOTAL (2) GUIDE RESERVOIR CONTENTS ACRE - DAY-SEC-FEET (3) DATE HOUR CURVE LEVEL AF FEET STORED DRAWDOWN OUTFLOW INFLOW __________________________________________________________________________ 971.50 968.88 151765.0 1 971.50 969.01 152117.0 352.0 177. 149. 326 2 971.50 969.12 152420.0 303.0 153. 28. 181 3 971.50 969.20 152640.0 220.0 111. 28. 139 4 971.50 969.13 152448.0 -192.0 -97. 204. 107 5 971.50 969.05 152227.0 -221.0 -111. 204. 93 6 971.50 968.98 152036.0 -191.0 -96. 200. 104 7 971.50 968.89 151792.0 -244.0 -123. 201. 78 8 971.50 968.80 151548.0 -244.0 -123. 203. 80 9 971.50 968.84 151656.0 108.0 54. 32. 86 10 971.50 968.87 151738.0 82.0 41. 32. 73 11 971.50 968.87 151738.0 0.0 0. 89. 89 12 971.50 968.86 151711.0 -27.0 -14. 89. 75 13 971.50 968.86 151711.0 0.0 0. 89. 89 14 971.50 968.87 151738.0 27.0 14. 89. 103 15 971.50 968.86 151711.0 -27.0 -14. 89. 75 16 971.50 968.88 151765.0 54.0 27. 32. 59 17 971.50 968.91 151846.0 81.0 41. 32. 73 18 971.50 968.91 151846.0 0.0 0. 89. 89 19 971.50 968.89 151792.0 -54.0 -27. 89. 62 20 971.50 968.95 151955.0 163.0 82. 89. 171 21 971.50 968.95 151955.0 0.0 0. 89. 89 22 971.50 968.94 151927.0 -28.0 -14. 89. 75 23 971.50 968.96 151982.0 55.0 28. 32. 60 24 971.50 969.00 152090.0 108.0 54. 32. 86 25 971.50 969.02 152145.0 55.0 28. 89. 117 26 971.50 969.09 152338.0 193.0 97. 89. 186 27 971.50 969.58 153685.0 1347.0 679. 89. 768 28 971.50 969.83 154373.0 688.0 347. 89. 436 29 971.50 969.88 154510.0 137.0 69. 89. 158 30 971.50 969.96 154730.0 220.0 111. 31. 142 31 971.50 970.03 154924.0 194.0 98. 31. 129 __________________________________________________________________________ TOTAL FOR MONTH................ 3159.0 2211. -619. 2806. 4398. NET CHANGE IN DAY-SECOND-FEET.. 1593. 1592. 1592. AVERAGE FLOW IN C.F.S.......... 51. 91. 142. CHANGE IN CONTENTS FOR MO.(4).. 3159.0 (1) COMPUTATIONS BASED ON THE APRIL 1989 CAPACITY TABLE. (2) BY 24-HOUR CLOCK, TIME IS 2400(MIDN.) OF DAY INDICATED UNLESS OTHERWISE NOTED. AVERAGE FLOW OR CHANGE IN RESERVOIR CONTENTS ARE FOR PERIOD ENDING AT TIME INDICATED. (3) BASED ON PROJECT RECORDS. DOES NOT INCLUDE EVAPORATION LOSSES. (4) BASED ON TOTAL CONTENTS AT BEGINNING AND END OF MONTH. RESERVOIR INFLOW COMPUTATIONS (1) SMITH RIVER, VA. PHILPOTT LAKE NOVEMBER 2010 ELEVATION,FT,MSL CHANGE IN CONTENTS FLOW, CFS ________________ __________________ _________ TOTAL (2) GUIDE RESERVOIR CONTENTS ACRE - DAY-SEC-FEET (3) DATE HOUR CURVE LEVEL AF FEET STORED DRAWDOWN OUTFLOW INFLOW __________________________________________________________________________ 971.50 970.03 154924.0 1 971.50 969.93 154647.0 -277.0 -140. 89. -51 2 971.50 969.94 154675.0 28.0 14. 88. 102 3 971.50 969.95 154703.0 28.0 14. 89. 103 4 971.50 970.06 155007.0 304.0 153. 89. 242 5 971.50 970.10 155119.0 112.0 56. 89. 145 6 971.50 970.16 155286.0 167.0 84. 31. 115 7 971.50 970.21 155426.0 140.0 71. 32. 103 8 971.50 970.21 155426.0 0.0 0. 89. 89 9 971.50 970.23 155482.0 56.0 28. 88. 116 10 971.50 970.24 155510.0 28.0 14. 88. 102 11 971.50 970.24 155510.0 0.0 0. 89. 89 12 971.50 970.25 155538.0 28.0 14. 88. 102 13 971.50 970.29 155649.0 111.0 56. 31. 87 14 971.50 970.32 155733.0 84.0 42. 31. 73 15 971.50 970.34 155789.0 56.0 28. 89. 117 16 971.50 970.42 156012.0 223.0 112. 89. 201 17 971.50 970.46 156123.0 111.0 56. 88. 144 18 971.50 970.48 156179.0 56.0 28. 89. 117 19 971.50 970.49 156207.0 28.0 14. 89. 103 20 971.50 970.53 156319.0 112.0 56. 31. 87 21 971.50 970.58 156458.0 139.0 70. 31. 101 22 971.50 970.59 156486.0 28.0 14. 88. 102 23 971.50 970.60 156514.0 28.0 14. 88. 102 24 971.50 970.59 156486.0 -28.0 -14. 88. 74 25 971.50 970.60 156514.0 28.0 14. 89. 103 26 971.50 970.61 156542.0 28.0 14. 88. 102 27 971.50 970.64 156626.0 84.0 42. 32. 74 28 971.50 970.68 156737.0 111.0 56. 31. 87 29 971.50 970.68 156737.0 0.0 0. 89. 89 30 971.50 970.90 157351.0 614.0 310. 88. 398 __________________________________________________________________________ TOTAL FOR MONTH................ 2427.0 1374. -154. 2198. 3418. NET CHANGE IN DAY-SECOND-FEET.. 1224. 1220. 1220. AVERAGE FLOW IN C.F.S.......... 41. 73. 114. CHANGE IN CONTENTS FOR MO.(4).. 2427.0 (1) COMPUTATIONS BASED ON THE APRIL 1989 CAPACITY TABLE. (2) BY 24-HOUR CLOCK, TIME IS 2400(MIDN.) OF DAY INDICATED UNLESS OTHERWISE NOTED. AVERAGE FLOW OR CHANGE IN RESERVOIR CONTENTS ARE FOR PERIOD ENDING AT TIME INDICATED. (3) BASED ON PROJECT RECORDS. DOES NOT INCLUDE EVAPORATION LOSSES. (4) BASED ON TOTAL CONTENTS AT BEGINNING AND END OF MONTH. RESERVOIR INFLOW COMPUTATIONS (1) SMITH RIVER, VA. PHILPOTT LAKE DECEMBER 2010 ELEVATION,FT,MSL CHANGE IN CONTENTS FLOW, CFS ________________ __________________ _________ TOTAL (2) GUIDE RESERVOIR CONTENTS ACRE - DAY-SEC-FEET (3) DATE HOUR CURVE LEVEL AF FEET STORED DRAWDOWN OUTFLOW INFLOW __________________________________________________________________________ 971.50 970.90 157351.0 1 971.50 972.96 163186.0 5835.0 2942. 88. 3030 2 971.50 973.27 164080.0 894.0 451. 88. 539 3 971.50 973.43 164543.0 463.0 233. 88. 321 4 971.50 973.60 165034.0 491.0 248. 32. 280 5 971.50 973.72 165381.0 347.0 175. 32. 207 6 971.50 973.61 165063.0 -318.0 -160. 345. 185 7 971.50 973.48 164687.0 -376.0 -190. 345. 155 8 971.50 973.35 164312.0 -375.0 -189. 345. 156 9 971.50 973.23 163965.0 -347.0 -175. 341. 166 10 971.50 973.09 163560.0 -405.0 -204. 349. 145 11 971.50 973.17 163791.0 231.0 116. 32. 148 12 971.50 973.27 164080.0 289.0 146. 32. 178 13 971.50 973.24 163994.0 -86.0 -43. 199. 156 14 971.50 973.15 163733.0 -261.0 -132. 200. 68 15 971.50 973.08 163531.0 -202.0 -102. 206. 104 16 971.50 973.07 163502.0 -29.0 -15. 199. 184 17 971.50 973.05 163444.0 -58.0 -29. 201. 172 18 971.50 973.12 163647.0 203.0 102. 32. 134 19 971.50 973.19 163849.0 202.0 102. 32. 134 20 971.50 973.13 163676.0 -173.0 -87. 200. 113 21 971.50 973.09 163560.0 -116.0 -58. 200. 142 22 971.50 973.03 163387.0 -173.0 -87. 200. 113 23 971.50 972.99 163271.0 -116.0 -58. 200. 142 24 971.50 972.93 163100.0 -171.0 -86. 200. 114 25 971.50 973.03 163387.0 287.0 145. 31. 176 26 971.50 973.10 163589.0 202.0 102. 32. 134 27 971.50 973.05 163444.0 -145.0 -73. 200. 127 28 971.50 972.97 163214.0 -230.0 -116. 201. 85 29 971.50 972.92 163071.0 -143.0 -72. 200. 128 30 971.50 972.85 162871.0 -200.0 -101. 200. 99 31 971.50 972.80 162728.0 -143.0 -72. 200. 128 __________________________________________________________________________ TOTAL FOR MONTH................ 5377.0 4762. -2049. 5250. 7963. NET CHANGE IN DAY-SECOND-FEET.. 2711. 2713. 2713. AVERAGE FLOW IN C.F.S.......... 88. 169. 257. CHANGE IN CONTENTS FOR MO.(4).. 5377.0 (1) COMPUTATIONS BASED ON THE APRIL 1989 CAPACITY TABLE. (2) BY 24-HOUR CLOCK, TIME IS 2400(MIDN.) OF DAY INDICATED UNLESS OTHERWISE NOTED. AVERAGE FLOW OR CHANGE IN RESERVOIR CONTENTS ARE FOR PERIOD ENDING AT TIME INDICATED. (3) BASED ON PROJECT RECORDS. DOES NOT INCLUDE EVAPORATION LOSSES. (4) BASED ON TOTAL CONTENTS AT BEGINNING AND END OF MONTH. RESERVOIR INFLOW COMPUTATIONS (1) SMITH RIVER, VA. PHILPOTT LAKE JANUARY 2011 ELEVATION,FT,MSL CHANGE IN CONTENTS FLOW, CFS ________________ __________________ _________ TOTAL (2) GUIDE RESERVOIR CONTENTS ACRE - DAY-SEC-FEET (3) DATE HOUR CURVE LEVEL AF FEET STORED DRAWDOWN OUTFLOW INFLOW __________________________________________________________________________ 971.50 972.80 162728.0 1 971.50 972.88 162957.0 229.0 115. 32. 147 2 971.50 972.97 163214.0 257.0 130. 32. 162 3 971.50 972.92 163071.0 -143.0 -72. 201. 129 4 971.50 972.86 162900.0 -171.0 -86. 200. 114 5 971.50 972.82 162785.0 -115.0 -58. 198. 140 6 971.50 972.77 162642.0 -143.0 -72. 200. 128 7 971.50 972.72 162499.0 -143.0 -72. 200. 128 8 971.50 972.77 162642.0 143.0 72. 32. 104 9 971.50 972.81 162757.0 115.0 58. 32. 90 10 971.50 972.76 162614.0 -143.0 -72. 201. 129 11 971.50 972.69 162413.0 -201.0 -101. 201. 100 12 971.50 972.64 162270.0 -143.0 -72. 200. 128 13 971.50 972.56 162042.0 -228.0 -115. 200. 85 14 971.50 972.49 161841.0 -201.0 -101. 201. 100 15 971.50 972.55 162013.0 172.0 87. 32. 119 16 971.50 972.60 162156.0 143.0 72. 32. 104 17 971.50 972.54 161984.0 -172.0 -87. 200. 113 18 971.50 972.49 161841.0 -143.0 -72. 201. 129 19 971.50 972.43 161670.0 -171.0 -86. 200. 114 20 971.50 972.36 161470.0 -200.0 -101. 200. 99 21 971.50 972.29 161269.0 -201.0 -101. 200. 99 22 971.50 972.33 161384.0 115.0 58. 31. 89 23 971.50 972.37 161498.0 114.0 57. 32. 89 24 971.50 972.30 161298.0 -200.0 -101. 200. 99 25 971.50 972.23 161098.0 -200.0 -101. 201. 100 26 971.50 972.26 161184.0 86.0 43. 200. 243 27 971.50 972.23 161098.0 -86.0 -43. 201. 158 28 971.50 972.19 160983.0 -115.0 -58. 201. 143 29 971.50 972.25 161155.0 172.0 87. 31. 118 30 971.50 972.30 161298.0 143.0 72. 31. 103 31 971.50 972.24 161126.0 -172.0 -87. 200. 113 __________________________________________________________________________ TOTAL FOR MONTH................ -1602.0 851. -1658. 4523. 3716. NET CHANGE IN DAY-SECOND-FEET.. -808. -807. 807. AVERAGE FLOW IN C.F.S.......... -26. 146. 120. CHANGE IN CONTENTS FOR MO.(4).. -1602.0 (1) COMPUTATIONS BASED ON THE APRIL 1989 CAPACITY TABLE. (2) BY 24-HOUR CLOCK, TIME IS 2400(MIDN.) OF DAY INDICATED UNLESS OTHERWISE NOTED. AVERAGE FLOW OR CHANGE IN RESERVOIR CONTENTS ARE FOR PERIOD ENDING AT TIME INDICATED. (3) BASED ON PROJECT RECORDS. DOES NOT INCLUDE EVAPORATION LOSSES. (4) BASED ON TOTAL CONTENTS AT BEGINNING AND END OF MONTH. RESERVOIR INFLOW COMPUTATIONS (1) SMITH RIVER, VA. PHILPOTT LAKE FEBRUARY 2011 ELEVATION,FT,MSL CHANGE IN CONTENTS FLOW, CFS ________________ __________________ _________ TOTAL (2) GUIDE RESERVOIR CONTENTS ACRE - DAY-SEC-FEET (3) DATE HOUR CURVE LEVEL AF FEET STORED DRAWDOWN OUTFLOW INFLOW __________________________________________________________________________ 971.50 972.24 161126.0 1 971.53 972.19 160983.0 -143.0 -72. 201. 129 2 971.57 972.21 161041.0 58.0 29. 200. 229 3 971.60 972.18 160955.0 -86.0 -43. 200. 157 4 971.63 972.15 160869.0 -86.0 -43. 200. 157 5 971.67 972.25 161155.0 286.0 144. 31. 175 6 971.70 972.32 161355.0 200.0 101. 31. 132 7 971.73 972.30 161298.0 -57.0 -29. 147. 118 8 971.77 972.28 161241.0 -57.0 -29. 148. 119 9 971.80 972.25 161155.0 -86.0 -43. 147. 104 10 971.83 972.24 161126.0 -29.0 -15. 148. 133 11 971.87 972.22 161069.0 -57.0 -29. 148. 119 12 971.90 972.26 161184.0 115.0 58. 31. 89 13 971.93 972.32 161355.0 171.0 86. 31. 117 14 971.97 972.26 161184.0 -171.0 -86. 147. 61 15 972.00 972.25 161155.0 -29.0 -15. 147. 132 16 972.04 972.22 161069.0 -86.0 -43. 145. 102 17 972.08 972.18 160955.0 -114.0 -57. 147. 90 18 972.12 972.17 160926.0 -29.0 -15. 146. 131 19 972.15 972.21 161041.0 115.0 58. 31. 89 20 972.19 972.25 161155.0 114.0 57. 31. 88 21 972.23 972.23 161098.0 -57.0 -29. 147. 118 22 972.27 972.19 160983.0 -115.0 -58. 147. 89 23 972.31 972.15 160869.0 -114.0 -57. 148. 91 24 972.35 972.18 160955.0 86.0 43. 148. 191 25 972.38 972.20 161012.0 57.0 29. 147. 176 26 972.42 972.26 161184.0 172.0 87. 32. 119 27 972.46 972.33 161384.0 200.0 101. 32. 133 28 972.50 972.47 161784.0 400.0 202. 147. 349 __________________________________________________________________________ TOTAL FOR MONTH................ 658.0 995. -663. 3405. 3737. NET CHANGE IN DAY-SECOND-FEET.. 332. 332. 332. AVERAGE FLOW IN C.F.S.......... 12. 122. 133. CHANGE IN CONTENTS FOR MO.(4).. 658.0 (1) COMPUTATIONS BASED ON THE APRIL 1989 CAPACITY TABLE. (2) BY 24-HOUR CLOCK, TIME IS 2400(MIDN.) OF DAY INDICATED UNLESS OTHERWISE NOTED. AVERAGE FLOW OR CHANGE IN RESERVOIR CONTENTS ARE FOR PERIOD ENDING AT TIME INDICATED. (3) BASED ON PROJECT RECORDS. DOES NOT INCLUDE EVAPORATION LOSSES. (4) BASED ON TOTAL CONTENTS AT BEGINNING AND END OF MONTH. RESERVOIR INFLOW COMPUTATIONS (1) SMITH RIVER, VA. PHILPOTT LAKE MARCH 2011 ELEVATION,FT,MSL CHANGE IN CONTENTS FLOW, CFS ________________ __________________ _________ TOTAL (2) GUIDE RESERVOIR CONTENTS ACRE - DAY-SEC-FEET (3) DATE HOUR CURVE LEVEL AF FEET STORED DRAWDOWN OUTFLOW INFLOW __________________________________________________________________________ 972.50 972.47 161784.0 1 972.53 972.63 162242.0 458.0 231. 147. 378 2 972.57 972.69 162413.0 171.0 86. 148. 234 3 972.60 972.72 162499.0 86.0 43. 147. 190 4 972.63 972.73 162528.0 29.0 15. 148. 163 5 972.67 972.82 162785.0 257.0 130. 32. 162 6 972.70 975.00 169110.0 6325.0 3189. 32. 3221 7 972.73 975.66 171064.0 1954.0 985. 146. 1131 8 972.77 975.91 171804.0 740.0 373. 145. 518 9 972.80 975.89 171744.0 -60.0 -30. 720. 690 10 972.83 976.92 174830.0 3086.0 1556. 717. 2273 11 972.87 977.21 175706.0 876.0 442. 563. 1005 12 972.90 977.23 175767.0 61.0 31. 562. 593 13 972.93 977.35 176131.0 364.0 184. 255. 439 14 972.97 976.99 175040.0 -1091.0 -550. 907. 357 15 973.00 976.66 174050.0 -990.0 -499. 910. 411 16 973.03 976.42 173330.0 -720.0 -363. 667. 304 17 973.06 976.17 172580.0 -750.0 -378. 665. 287 18 973.09 975.91 171804.0 -776.0 -391. 667. 276 19 973.12 975.94 171892.0 88.0 44. 196. 240 20 973.16 975.96 171952.0 60.0 30. 195. 225 21 973.19 975.54 170708.0 -1244.0 -627. 860. 233 22 973.22 975.25 169850.0 -858.0 -433. 668. 235 23 973.25 975.00 169110.0 -740.0 -373. 669. 296 24 973.28 974.77 168438.0 -672.0 -339. 670. 331 25 973.31 974.48 167592.0 -846.0 -427. 672. 245 26 973.34 974.61 167971.0 379.0 191. 32. 223 27 973.38 974.61 167971.0 0.0 0. 249. 249 28 973.41 974.58 167884.0 -87.0 -44. 300. 256 29 973.44 974.55 167796.0 -88.0 -44. 249. 205 30 973.47 974.63 168030.0 234.0 118. 249. 367 31 973.50 974.68 168176.0 146.0 74. 250. 324 __________________________________________________________________________ TOTAL FOR MONTH................ 6392.0 7722. -4498. 12837. 16061. NET CHANGE IN DAY-SECOND-FEET.. 3223. 3224. 3224. AVERAGE FLOW IN C.F.S.......... 104. 414. 518. CHANGE IN CONTENTS FOR MO.(4).. 6392.0 (1) COMPUTATIONS BASED ON THE APRIL 1989 CAPACITY TABLE. (2) BY 24-HOUR CLOCK, TIME IS 2400(MIDN.) OF DAY INDICATED UNLESS OTHERWISE NOTED. AVERAGE FLOW OR CHANGE IN RESERVOIR CONTENTS ARE FOR PERIOD ENDING AT TIME INDICATED. (3) BASED ON PROJECT RECORDS. DOES NOT INCLUDE EVAPORATION LOSSES. (4) BASED ON TOTAL CONTENTS AT BEGINNING AND END OF MONTH. RESERVOIR INFLOW COMPUTATIONS (1) SMITH RIVER, VA. PHILPOTT LAKE APRIL 2011 ELEVATION,FT,MSL CHANGE IN CONTENTS FLOW, CFS ________________ __________________ _________ TOTAL (2) GUIDE RESERVOIR CONTENTS ACRE - DAY-SEC-FEET (3) DATE HOUR CURVE LEVEL AF FEET STORED DRAWDOWN OUTFLOW INFLOW __________________________________________________________________________ 973.50 974.68 168176.0 1 973.50 974.70 168234.0 58.0 29. 250. 279 2 973.50 974.83 168614.0 380.0 192. 32. 224 3 973.50 974.96 168993.0 379.0 191. 31. 222 4 973.50 974.81 168555.0 -438.0 -221. 466. 245 5 973.50 974.84 168643.0 88.0 44. 467. 511 6 973.50 974.77 168438.0 -205.0 -103. 465. 362 7 973.50 974.65 168088.0 -350.0 -176. 466. 290 8 973.50 974.58 167884.0 -204.0 -103. 433. 330 9 973.50 974.94 168935.0 1051.0 530. 31. 561 10 973.50 975.34 170116.0 1181.0 595. 32. 627 11 973.50 975.30 169998.0 -118.0 -59. 504. 445 12 973.50 975.34 170116.0 118.0 59. 413. 472 13 973.50 975.02 169169.0 -947.0 -477. 819. 342 14 973.50 974.89 168789.0 -380.0 -192. 501. 309 15 973.50 974.68 168176.0 -613.0 -309. 577. 268 16 973.50 976.06 172250.0 4074.0 2054. 31. 2085 17 973.50 976.67 174080.0 1830.0 923. 31. 954 18 973.50 976.81 174500.0 420.0 212. 358. 570 19 973.50 976.74 174290.0 -210.0 -106. 540. 434 20 973.50 976.15 172520.0 -1770.0 -892. 1256. 364 21 973.50 975.54 170708.0 -1812.0 -914. 1258. 344 22 973.50 974.93 168906.0 -1802.0 -909. 1263. 354 23 973.50 975.11 169436.0 530.0 267. 34. 301 24 973.50 975.27 169909.0 473.0 238. 31. 269 25 973.50 975.04 169228.0 -681.0 -343. 605. 262 26 973.50 974.83 168614.0 -614.0 -310. 606. 296 27 973.50 974.64 168059.0 -555.0 -280. 609. 329 28 973.50 974.68 168176.0 117.0 59. 507. 566 29 973.50 974.59 167913.0 -263.0 -133. 467. 334 30 973.50 974.75 168380.0 467.0 235. 32. 267 __________________________________________________________________________ TOTAL FOR MONTH................ 204.0 5628. -5527. 13115. 13216. NET CHANGE IN DAY-SECOND-FEET.. 103. 101. 101. AVERAGE FLOW IN C.F.S.......... 3. 437. 441. CHANGE IN CONTENTS FOR MO.(4).. 204.0 (1) COMPUTATIONS BASED ON THE APRIL 1989 CAPACITY TABLE. (2) BY 24-HOUR CLOCK, TIME IS 2400(MIDN.) OF DAY INDICATED UNLESS OTHERWISE NOTED. AVERAGE FLOW OR CHANGE IN RESERVOIR CONTENTS ARE FOR PERIOD ENDING AT TIME INDICATED. (3) BASED ON PROJECT RECORDS. DOES NOT INCLUDE EVAPORATION LOSSES. (4) BASED ON TOTAL CONTENTS AT BEGINNING AND END OF MONTH. RESERVOIR INFLOW COMPUTATIONS (1) SMITH RIVER, VA. PHILPOTT LAKE MAY 2011 ELEVATION,FT,MSL CHANGE IN CONTENTS FLOW, CFS ________________ __________________ _________ TOTAL (2) GUIDE RESERVOIR CONTENTS ACRE - DAY-SEC-FEET (3) DATE HOUR CURVE LEVEL AF FEET STORED DRAWDOWN OUTFLOW INFLOW __________________________________________________________________________ 973.50 974.75 168380.0 1 973.50 974.89 168789.0 409.0 206. 31. 237 2 973.50 974.75 168380.0 -409.0 -206. 455. 249 3 973.50 974.64 168059.0 -321.0 -162. 455. 293 4 973.50 974.62 168000.0 -59.0 -30. 455. 425 5 973.50 974.50 167650.0 -350.0 -176. 454. 278 6 973.50 974.36 167241.0 -409.0 -206. 456. 250 7 973.50 974.48 167592.0 351.0 177. 32. 209 8 973.50 974.70 168234.0 642.0 324. 31. 355 9 973.50 974.55 167796.0 -438.0 -221. 454. 233 10 973.50 974.43 167446.0 -350.0 -176. 455. 279 11 973.50 974.30 167066.0 -380.0 -192. 454. 262 12 973.50 974.14 166599.0 -467.0 -235. 458. 223 13 973.50 974.02 166248.0 -351.0 -177. 454. 277 14 973.50 974.25 166920.0 672.0 339. 31. 370 15 973.50 974.45 167504.0 584.0 294. 31. 325 16 973.50 974.47 167562.0 58.0 29. 301. 330 17 973.50 974.78 168468.0 906.0 457. 300. 757 18 973.50 975.06 169288.0 820.0 413. 300. 713 19 973.50 975.14 169524.0 236.0 119. 299. 418 20 973.50 975.16 169584.0 60.0 30. 299. 329 21 973.50 975.32 170057.0 473.0 238. 31. 269 22 973.50 975.46 170472.0 415.0 209. 31. 240 23 973.50 975.32 170057.0 -415.0 -209. 561. 352 24 973.50 975.17 169613.0 -444.0 -224. 557. 333 25 973.50 975.00 169110.0 -503.0 -254. 556. 302 26 973.50 974.79 168497.0 -613.0 -309. 557. 248 27 973.50 974.61 167971.0 -526.0 -265. 563. 298 28 973.50 974.82 168584.0 613.0 309. 32. 341 29 973.50 974.98 169052.0 468.0 236. 31. 267 30 973.50 974.84 168643.0 -409.0 -206. 453. 247 31 973.50 974.64 168059.0 -584.0 -294. 506. 212 __________________________________________________________________________ TOTAL FOR MONTH................ -321.0 3380. -3542. 10083. 9921. NET CHANGE IN DAY-SECOND-FEET.. -162. -162. 162. AVERAGE FLOW IN C.F.S.......... -5. 325. 320. CHANGE IN CONTENTS FOR MO.(4).. -321.0 (1) COMPUTATIONS BASED ON THE APRIL 1989 CAPACITY TABLE. (2) BY 24-HOUR CLOCK, TIME IS 2400(MIDN.) OF DAY INDICATED UNLESS OTHERWISE NOTED. AVERAGE FLOW OR CHANGE IN RESERVOIR CONTENTS ARE FOR PERIOD ENDING AT TIME INDICATED. (3) BASED ON PROJECT RECORDS. DOES NOT INCLUDE EVAPORATION LOSSES. (4) BASED ON TOTAL CONTENTS AT BEGINNING AND END OF MONTH. RESERVOIR INFLOW COMPUTATIONS (1) SMITH RIVER, VA. PHILPOTT LAKE JUNE 2011 ELEVATION,FT,MSL CHANGE IN CONTENTS FLOW, CFS ________________ __________________ _________ TOTAL (2) GUIDE RESERVOIR CONTENTS ACRE - DAY-SEC-FEET (3) DATE HOUR CURVE LEVEL AF FEET STORED DRAWDOWN OUTFLOW INFLOW __________________________________________________________________________ 973.50 974.64 168059.0 1 973.50 974.42 167416.0 -643.0 -324. 507. 183 2 973.50 974.22 166832.0 -584.0 -294. 455. 161 3 973.50 974.09 166453.0 -379.0 -191. 353. 162 4 973.50 974.17 166686.0 233.0 117. 32. 149 5 973.50 974.24 166891.0 205.0 103. 31. 134 6 973.50 974.21 166803.0 -88.0 -44. 199. 155 7 973.50 974.17 166686.0 -117.0 -59. 199. 140 8 973.50 974.09 166453.0 -233.0 -117. 249. 132 9 973.50 973.97 166103.0 -350.0 -176. 301. 125 10 973.50 973.86 165785.0 -318.0 -160. 300. 140 11 973.50 973.99 166161.0 376.0 190. 32. 222 12 973.50 974.10 166482.0 321.0 162. 31. 193 13 973.50 974.02 166248.0 -234.0 -118. 250. 132 14 973.50 973.97 166103.0 -145.0 -73. 198. 125 15 973.50 973.91 165930.0 -173.0 -87. 192. 105 16 973.50 973.78 165554.0 -376.0 -190. 302. 112 17 973.50 973.65 165178.0 -376.0 -190. 302. 112 18 973.50 973.74 165439.0 261.0 132. 32. 164 19 973.50 973.80 165612.0 173.0 87. 32. 119 20 973.50 973.70 165323.0 -289.0 -146. 250. 104 21 973.50 973.60 165034.0 -289.0 -146. 251. 105 22 973.50 973.52 164803.0 -231.0 -116. 251. 135 23 973.50 973.43 164543.0 -260.0 -131. 252. 121 24 973.50 973.34 164283.0 -260.0 -131. 251. 120 25 973.50 973.37 164369.0 86.0 43. 32. 75 26 973.50 973.41 164485.0 116.0 58. 32. 90 27 973.50 973.31 164196.0 -289.0 -146. 251. 105 28 973.50 973.21 163907.0 -289.0 -146. 250. 104 29 973.50 973.12 163647.0 -260.0 -131. 245. 114 30 973.50 973.00 163300.0 -347.0 -175. 255. 80 __________________________________________________________________________ TOTAL FOR MONTH................ -4759.0 892. -3291. 6317. 3918. NET CHANGE IN DAY-SECOND-FEET.. -2399. -2399. 2399. AVERAGE FLOW IN C.F.S.......... -80. 211. 131. CHANGE IN CONTENTS FOR MO.(4).. -4759.0 (1) COMPUTATIONS BASED ON THE APRIL 1989 CAPACITY TABLE. (2) BY 24-HOUR CLOCK, TIME IS 2400(MIDN.) OF DAY INDICATED UNLESS OTHERWISE NOTED. AVERAGE FLOW OR CHANGE IN RESERVOIR CONTENTS ARE FOR PERIOD ENDING AT TIME INDICATED. (3) BASED ON PROJECT RECORDS. DOES NOT INCLUDE EVAPORATION LOSSES. (4) BASED ON TOTAL CONTENTS AT BEGINNING AND END OF MONTH. RESERVOIR INFLOW COMPUTATIONS (1) SMITH RIVER, VA. PHILPOTT LAKE JULY 2011 ELEVATION,FT,MSL CHANGE IN CONTENTS FLOW, CFS ________________ __________________ _________ TOTAL (2) GUIDE RESERVOIR CONTENTS ACRE - DAY-SEC-FEET (3) DATE HOUR CURVE LEVEL AF FEET STORED DRAWDOWN OUTFLOW INFLOW __________________________________________________________________________ 973.50 973.00 163300.0 1 973.50 972.88 162957.0 -343.0 -173. 251. 78 2 973.50 972.82 162785.0 -172.0 -87. 141. 54 3 973.50 972.84 162842.0 57.0 29. 32. 61 4 973.50 972.79 162699.0 -143.0 -72. 201. 129 5 973.50 972.61 162185.0 -514.0 -259. 355. 96 6 973.50 972.49 161841.0 -344.0 -173. 355. 182 7 973.50 972.40 161584.0 -257.0 -130. 252. 122 8 973.50 972.28 161241.0 -343.0 -173. 251. 78 9 973.50 972.24 161126.0 -115.0 -58. 141. 83 10 973.50 972.26 161184.0 58.0 29. 31. 60 11 973.50 972.10 160726.0 -458.0 -231. 303. 72 12 973.50 971.89 160131.0 -595.0 -300. 355. 55 13 973.50 971.75 159738.0 -393.0 -198. 251. 53 14 973.50 971.61 159344.0 -394.0 -199. 251. 52 15 973.50 971.46 158923.0 -421.0 -212. 251. 39 16 973.50 971.40 158754.0 -169.0 -85. 141. 56 17 973.50 971.42 158810.0 56.0 28. 32. 60 18 973.50 971.32 158529.0 -281.0 -142. 199. 57 19 973.50 971.15 158051.0 -478.0 -241. 304. 63 20 973.50 970.97 157546.0 -505.0 -255. 297. 42 21 973.50 970.78 157016.0 -530.0 -267. 304. 37 22 973.50 970.60 156514.0 -502.0 -253. 305. 52 23 973.50 970.56 156402.0 -112.0 -56. 142. 86 24 973.50 970.62 156570.0 168.0 85. 31. 116 25 973.50 970.66 156681.0 111.0 56. 200. 256 26 973.50 970.62 156570.0 -111.0 -56. 200. 144 27 973.50 970.44 156068.0 -502.0 -253. 307. 54 28 973.50 970.22 155454.0 -614.0 -310. 358. 48 29 973.50 969.99 154813.0 -641.0 -323. 358. 35 30 973.50 969.94 154675.0 -138.0 -70. 142. 72 31 973.50 969.97 154758.0 83.0 42. 32. 74 __________________________________________________________________________ TOTAL FOR MONTH................ -8542.0 269. -4576. 6773. 2466. NET CHANGE IN DAY-SECOND-FEET.. -4307. -4307. 4307. AVERAGE FLOW IN C.F.S.......... -139. 218. 80. CHANGE IN CONTENTS FOR MO.(4).. -8542.0 (1) COMPUTATIONS BASED ON THE APRIL 1989 CAPACITY TABLE. (2) BY 24-HOUR CLOCK, TIME IS 2400(MIDN.) OF DAY INDICATED UNLESS OTHERWISE NOTED. AVERAGE FLOW OR CHANGE IN RESERVOIR CONTENTS ARE FOR PERIOD ENDING AT TIME INDICATED. (3) BASED ON PROJECT RECORDS. DOES NOT INCLUDE EVAPORATION LOSSES. (4) BASED ON TOTAL CONTENTS AT BEGINNING AND END OF MONTH. RESERVOIR INFLOW COMPUTATIONS (1) SMITH RIVER, VA. PHILPOTT LAKE AUGUST 2011 ELEVATION,FT,MSL CHANGE IN CONTENTS FLOW, CFS ________________ __________________ _________ TOTAL (2) GUIDE RESERVOIR CONTENTS ACRE - DAY-SEC-FEET (3) DATE HOUR CURVE LEVEL AF FEET STORED DRAWDOWN OUTFLOW INFLOW __________________________________________________________________________ 973.50 969.97 154758.0 1 973.47 969.82 154345.0 -413.0 -208. 256. 48 2 973.43 969.63 153823.0 -522.0 -263. 306. 43 3 973.40 969.43 153272.0 -551.0 -278. 307. 29 4 973.37 969.24 152750.0 -522.0 -263. 308. 45 5 973.33 969.08 152310.0 -440.0 -222. 264. 42 6 973.30 969.05 152227.0 -83.0 -42. 146. 104 7 973.27 969.06 152255.0 28.0 14. 32. 46 8 973.23 968.92 151873.0 -382.0 -193. 242. 49 9 973.20 968.71 151304.0 -569.0 -287. 316. 29 10 973.17 968.49 150708.0 -596.0 -300. 309. 9 11 973.13 968.29 150166.0 -542.0 -273. 309. 36 12 973.10 968.12 149705.0 -461.0 -232. 257. 25 13 973.07 968.05 149515.0 -190.0 -96. 129. 33 14 973.03 968.09 149624.0 109.0 55. 32. 87 15 973.00 967.91 149139.0 -485.0 -245. 256. 11 16 972.97 967.75 148710.0 -429.0 -216. 257. 41 17 972.94 967.52 148094.0 -616.0 -311. 311. 0 18 972.91 967.30 147504.0 -590.0 -297. 311. 14 19 972.88 967.10 146968.0 -536.0 -270. 313. 43 20 972.84 967.01 146727.0 -241.0 -122. 148. 26 21 972.81 967.00 146700.0 -27.0 -14. 32. 18 22 972.78 966.82 146225.0 -475.0 -239. 256. 17 23 972.75 966.62 145697.0 -528.0 -266. 256. -10 24 972.72 966.43 145195.0 -502.0 -253. 250. -3 25 972.69 966.33 144931.0 -264.0 -133. 257. 124 26 972.66 966.06 144218.0 -713.0 -359. 421. 62 27 972.62 965.95 143930.0 -288.0 -145. 145. 0 28 972.59 965.95 143930.0 0.0 0. 32. 32 29 972.56 965.76 143434.0 -496.0 -250. 260. 10 30 972.53 965.52 142807.0 -627.0 -316. 318. 2 31 972.50 965.29 142207.0 -600.0 -302. 315. 13 __________________________________________________________________________ TOTAL FOR MONTH................ -12551.0 69. -6395. 7351. 1025. NET CHANGE IN DAY-SECOND-FEET.. -6328. -6326. 6326. AVERAGE FLOW IN C.F.S.......... -204. 237. 33. CHANGE IN CONTENTS FOR MO.(4).. -12551.0 (1) COMPUTATIONS BASED ON THE APRIL 1989 CAPACITY TABLE. (2) BY 24-HOUR CLOCK, TIME IS 2400(MIDN.) OF DAY INDICATED UNLESS OTHERWISE NOTED. AVERAGE FLOW OR CHANGE IN RESERVOIR CONTENTS ARE FOR PERIOD ENDING AT TIME INDICATED. (3) BASED ON PROJECT RECORDS. DOES NOT INCLUDE EVAPORATION LOSSES. (4) BASED ON TOTAL CONTENTS AT BEGINNING AND END OF MONTH. RESERVOIR INFLOW COMPUTATIONS (1) SMITH RIVER, VA. PHILPOTT LAKE SEPTEMBER 2011 ELEVATION,FT,MSL CHANGE IN CONTENTS FLOW, CFS ________________ __________________ _________ TOTAL (2) GUIDE RESERVOIR CONTENTS ACRE - DAY-SEC-FEET (3) DATE HOUR CURVE LEVEL AF FEET STORED DRAWDOWN OUTFLOW INFLOW __________________________________________________________________________ 972.50 965.29 142207.0 1 972.47 965.08 141659.0 -548.0 -276. 315. 39 2 972.43 964.95 141322.0 -337.0 -170. 261. 91 3 972.40 964.89 141167.0 -155.0 -78. 145. 67 4 972.37 964.88 141142.0 -25.0 -13. 32. 19 5 972.33 964.90 141193.0 51.0 26. 154. 180 6 972.30 965.97 143982.0 2789.0 1406. 261. 1667 7 972.27 966.08 144271.0 289.0 146. 259. 405 8 972.23 966.00 144060.0 -211.0 -106. 259. 153 9 972.20 965.88 143747.0 -313.0 -158. 260. 102 10 972.17 965.91 143825.0 78.0 39. 32. 71 11 972.13 965.93 143877.0 52.0 26. 32. 58 12 972.10 965.75 143408.0 -469.0 -236. 314. 78 13 972.07 965.54 142859.0 -549.0 -277. 315. 38 14 972.03 965.38 142442.0 -417.0 -210. 261. 51 15 972.00 965.26 142129.0 -313.0 -158. 207. 49 16 971.97 965.12 141763.0 -366.0 -185. 207. 22 17 971.93 965.12 141763.0 0.0 0. 32. 32 18 971.90 965.13 141789.0 26.0 13. 32. 45 19 971.87 965.01 141476.0 -313.0 -158. 207. 49 20 971.83 964.86 141090.0 -386.0 -195. 263. 68 21 971.80 964.69 140653.0 -437.0 -220. 317. 97 22 971.77 964.50 140165.0 -488.0 -246. 317. 71 23 971.73 964.56 140319.0 154.0 78. 208. 286 24 971.70 964.63 140499.0 180.0 91. 32. 123 25 971.67 964.68 140628.0 129.0 65. 33. 98 26 971.63 964.58 140371.0 -257.0 -130. 264. 134 27 971.60 964.67 140602.0 231.0 116. 263. 379 28 971.57 964.57 140345.0 -257.0 -130. 262. 132 29 971.53 964.44 140011.0 -334.0 -168. 263. 95 30 971.50 964.29 139625.0 -386.0 -195. 264. 69 __________________________________________________________________________ TOTAL FOR MONTH................ -2582.0 2006. -3309. 6071. 4768. NET CHANGE IN DAY-SECOND-FEET.. -1302. -1303. 1303. AVERAGE FLOW IN C.F.S.......... -43. 202. 159. CHANGE IN CONTENTS FOR MO.(4).. -2582.0 (1) COMPUTATIONS BASED ON THE APRIL 1989 CAPACITY TABLE. (2) BY 24-HOUR CLOCK, TIME IS 2400(MIDN.) OF DAY INDICATED UNLESS OTHERWISE NOTED. AVERAGE FLOW OR CHANGE IN RESERVOIR CONTENTS ARE FOR PERIOD ENDING AT TIME INDICATED. (3) BASED ON PROJECT RECORDS. DOES NOT INCLUDE EVAPORATION LOSSES. (4) BASED ON TOTAL CONTENTS AT BEGINNING AND END OF MONTH. RESERVOIR INFLOW COMPUTATIONS (1) SMITH RIVER, VA. PHILPOTT LAKE OCTOBER 2011 ELEVATION,FT,MSL CHANGE IN CONTENTS FLOW, CFS ________________ __________________ _________ TOTAL (2) GUIDE RESERVOIR CONTENTS ACRE - DAY-SEC-FEET (3) DATE HOUR CURVE LEVEL AF FEET STORED DRAWDOWN OUTFLOW INFLOW __________________________________________________________________________ 971.50 964.29 139625.0 1 971.50 964.25 139523.0 -102.0 -51. 33. -18 2 971.50 964.28 139600.0 77.0 39. 33. 72 3 971.50 964.29 139625.0 25.0 13. 34. 47 4 971.50 964.30 139651.0 26.0 13. 33. 46 5 971.50 964.30 139651.0 0.0 0. 33. 33 6 971.50 964.31 139677.0 26.0 13. 33. 46 7 971.50 964.32 139702.0 25.0 13. 33. 46 8 971.50 964.33 139728.0 26.0 13. 33. 46 9 971.50 964.34 139754.0 26.0 13. 33. 46 10 971.50 964.12 139188.0 -566.0 -285. 318. 33 11 971.50 963.98 138829.0 -359.0 -181. 318. 137 12 971.50 964.50 140165.0 1336.0 674. 153. 827 13 971.50 964.63 140499.0 334.0 168. 153. 321 14 971.50 964.75 140808.0 309.0 156. 91. 247 15 971.50 964.83 141013.0 205.0 103. 33. 136 16 971.50 964.89 141167.0 154.0 78. 32. 110 17 971.50 964.81 140962.0 -205.0 -103. 208. 105 18 971.50 964.74 140782.0 -180.0 -91. 202. 111 19 971.50 964.79 140910.0 128.0 65. 207. 272 20 971.50 964.86 141090.0 180.0 91. 208. 299 21 971.50 964.83 141013.0 -77.0 -39. 208. 169 22 971.50 964.91 141219.0 206.0 104. 32. 136 23 971.50 964.96 141347.0 128.0 65. 32. 97 24 971.50 964.89 141167.0 -180.0 -91. 207. 116 25 971.50 964.80 140936.0 -231.0 -116. 208. 92 26 971.50 964.71 140705.0 -231.0 -116. 208. 92 27 971.50 964.62 140473.0 -232.0 -117. 208. 91 28 971.50 964.54 140268.0 -205.0 -103. 208. 105 29 971.50 964.66 140576.0 308.0 155. 33. 188 30 971.50 964.72 140730.0 154.0 78. 33. 111 31 971.50 964.63 140499.0 -231.0 -116. 207. 91 __________________________________________________________________________ TOTAL FOR MONTH................ 874.0 1854. -1409. 3805. 4250. NET CHANGE IN DAY-SECOND-FEET.. 441. 445. 445. AVERAGE FLOW IN C.F.S.......... 14. 123. 137. CHANGE IN CONTENTS FOR MO.(4).. 874.0 (1) COMPUTATIONS BASED ON THE APRIL 1989 CAPACITY TABLE. (2) BY 24-HOUR CLOCK, TIME IS 2400(MIDN.) OF DAY INDICATED UNLESS OTHERWISE NOTED. AVERAGE FLOW OR CHANGE IN RESERVOIR CONTENTS ARE FOR PERIOD ENDING AT TIME INDICATED. (3) BASED ON PROJECT RECORDS. DOES NOT INCLUDE EVAPORATION LOSSES. (4) BASED ON TOTAL CONTENTS AT BEGINNING AND END OF MONTH. RESERVOIR INFLOW COMPUTATIONS (1) SMITH RIVER, VA. PHILPOTT LAKE NOVEMBER 2011 ELEVATION,FT,MSL CHANGE IN CONTENTS FLOW, CFS ________________ __________________ _________ TOTAL (2) GUIDE RESERVOIR CONTENTS ACRE - DAY-SEC-FEET (3) DATE HOUR CURVE LEVEL AF FEET STORED DRAWDOWN OUTFLOW INFLOW __________________________________________________________________________ 971.50 964.63 140499.0 1 971.50 964.54 140268.0 -231.0 -116. 209. 93 2 971.50 964.44 140011.0 -257.0 -130. 208. 78 3 971.50 964.37 139831.0 -180.0 -91. 208. 117 4 971.50 964.58 140371.0 540.0 272. 208. 480 5 971.50 964.73 140756.0 385.0 194. 33. 227 6 971.50 964.83 141013.0 257.0 124.(5) 33. 157 7 971.50 964.77 140859.0 -154.0 -78. 209. 131 8 971.50 964.71 140705.0 -154.0 -78. 208. 130 9 971.50 964.62 140473.0 -232.0 -117. 208. 91 10 971.50 964.54 140268.0 -205.0 -103. 207. 104 11 971.50 964.46 140062.0 -206.0 -104. 209. 105 12 971.50 964.50 140165.0 103.0 52. 33. 85 13 971.50 964.52 140216.0 51.0 26. 33. 59 14 971.50 964.52 140216.0 0.0 0. 91. 91 15 971.50 964.53 140242.0 26.0 13. 92. 105 16 971.50 964.61 140448.0 206.0 104. 91. 195 17 971.50 964.69 140653.0 205.0 103. 91. 194 18 971.50 964.73 140756.0 103.0 52. 91. 143 19 971.50 964.78 140885.0 129.0 65. 32. 97 20 971.50 964.83 141013.0 128.0 65. 33. 98 21 971.50 964.85 141065.0 52.0 26. 91. 117 22 971.50 964.89 141167.0 102.0 51. 91. 142 23 971.50 965.44 142598.0 1431.0 721. 87. 808 24 971.50 965.59 142990.0 392.0 198. 91. 289 25 971.50 965.68 143225.0 235.0 118. 83. 201 26 971.50 965.77 143460.0 235.0 118. 32. 150 27 971.50 965.87 143721.0 261.0 132. 32. 164 28 971.50 965.99 144034.0 313.0 158. 90. 248 29 971.50 967.52 148094.0 4060.0 2047. 89. 2136 30 971.50 967.87 149032.0 938.0 473. 90. 563 __________________________________________________________________________ TOTAL FOR MONTH................ 8533.0 5112. -817. 3303. 7598. NET CHANGE IN DAY-SECOND-FEET.. 4295. 4295. 4295. AVERAGE FLOW IN C.F.S.......... 143. 110. 253. CHANGE IN CONTENTS FOR MO.(4).. 8533.0 (1) COMPUTATIONS BASED ON THE APRIL 1989 CAPACITY TABLE. (2) BY 24-HOUR CLOCK, TIME IS 2400(MIDN.) OF DAY INDICATED UNLESS OTHERWISE NOTED. AVERAGE FLOW OR CHANGE IN RESERVOIR CONTENTS ARE FOR PERIOD ENDING AT TIME INDICATED. (3) BASED ON PROJECT RECORDS. DOES NOT INCLUDE EVAPORATION LOSSES. (4) BASED ON TOTAL CONTENTS AT BEGINNING AND END OF MONTH. (5) ADJUSTED FOR 25-HOUR DAY (CONVERTING FROM EDT TO EST). RESERVOIR INFLOW COMPUTATIONS (1) SMITH RIVER, VA. PHILPOTT LAKE DECEMBER 2011 ELEVATION,FT,MSL CHANGE IN CONTENTS FLOW, CFS ________________ __________________ _________ TOTAL (2) GUIDE RESERVOIR CONTENTS ACRE - DAY-SEC-FEET (3) DATE HOUR CURVE LEVEL AF FEET STORED DRAWDOWN OUTFLOW INFLOW __________________________________________________________________________ 971.50 967.87 149032.0 1 971.50 968.02 149434.0 402.0 203. 90. 293 2 971.50 968.15 149786.0 352.0 177. 90. 267 3 971.50 968.28 150139.0 353.0 178. 32. 210 4 971.50 968.38 150410.0 271.0 137. 32. 169 5 971.50 968.44 150572.0 162.0 82. 89. 171 6 971.50 968.62 151060.0 488.0 246. 90. 336 7 971.50 971.01 157658.0 6598.0 3326. 88. 3414 8 971.50 971.95 160300.0 2642.0 1332. 92. 1424 9 971.50 972.30 161298.0 998.0 503. 92. 595 10 971.50 972.55 162013.0 715.0 360. 32. 392 11 971.50 972.76 162614.0 601.0 303. 32. 335 12 971.50 972.81 162757.0 143.0 72. 202. 274 13 971.50 972.72 162499.0 -258.0 -130. 402. 272 14 971.50 972.63 162242.0 -257.0 -130. 367. 237 15 971.50 972.53 161956.0 -286.0 -144. 368. 224 16 971.50 972.49 161841.0 -115.0 -58. 360. 302 17 971.50 972.65 162299.0 458.0 231. 32. 263 18 971.50 972.77 162642.0 343.0 173. 32. 205 19 971.50 972.66 162328.0 -314.0 -158. 357. 199 20 971.50 972.54 161984.0 -344.0 -173. 367. 194 21 971.50 972.43 161670.0 -314.0 -158. 362. 204 22 971.50 972.40 161584.0 -86.0 -43. 368. 325 23 971.50 972.83 162814.0 1230.0 620. 366. 986 24 971.50 973.11 163618.0 804.0 405. 32. 437 25 971.50 973.31 164196.0 578.0 291. 32. 323 26 971.50 973.25 164023.0 -173.0 -87. 367. 280 27 971.50 973.41 164485.0 462.0 233. 363. 596 28 971.50 973.49 164716.0 231.0 116. 367. 483 29 971.50 973.48 164687.0 -29.0 -15. 366. 351 30 971.50 973.43 164543.0 -144.0 -73. 366. 293 31 971.50 973.60 165034.0 491.0 248. 32. 280 __________________________________________________________________________ TOTAL FOR MONTH................ 16002.0 9236. -1169. 6267. 14334. NET CHANGE IN DAY-SECOND-FEET.. 8068. 8067. 8067. AVERAGE FLOW IN C.F.S.......... 260. 202. 462. CHANGE IN CONTENTS FOR MO.(4).. 16002.0 (1) COMPUTATIONS BASED ON THE APRIL 1989 CAPACITY TABLE. (2) BY 24-HOUR CLOCK, TIME IS 2400(MIDN.) OF DAY INDICATED UNLESS OTHERWISE NOTED. AVERAGE FLOW OR CHANGE IN RESERVOIR CONTENTS ARE FOR PERIOD ENDING AT TIME INDICATED. (3) BASED ON PROJECT RECORDS. DOES NOT INCLUDE EVAPORATION LOSSES. (4) BASED ON TOTAL CONTENTS AT BEGINNING AND END OF MONTH. RESERVOIR INFLOW COMPUTATIONS (1) SMITH RIVER, VA. PHILPOTT LAKE JANUARY 2012 ELEVATION,FT,MSL CHANGE IN CONTENTS FLOW, CFS ________________ __________________ _________ TOTAL (2) GUIDE RESERVOIR CONTENTS ACRE - DAY-SEC-FEET (3) DATE HOUR CURVE LEVEL AF FEET STORED DRAWDOWN OUTFLOW INFLOW __________________________________________________________________________ 971.50 973.60 165034.0 1 971.50 973.74 165439.0 405.0 204. 32. 236 2 971.50 973.54 164861.0 -578.0 -291. 510. 219 3 971.50 973.34 164283.0 -578.0 -291. 521. 230 4 971.50 973.12 163647.0 -636.0 -321. 523. 202 5 971.50 972.90 163014.0 -633.0 -319. 523. 204 6 971.50 972.69 162413.0 -601.0 -303. 519. 216 7 971.50 972.79 162699.0 286.0 144. 32. 176 8 971.50 972.89 162985.0 286.0 144. 32. 176 9 971.50 972.69 162413.0 -572.0 -288. 522. 234 10 971.50 972.46 161756.0 -657.0 -331. 514. 183 11 971.50 972.42 161641.0 -115.0 -58. 523. 465 12 971.50 972.44 161698.0 57.0 29. 523. 552 13 971.50 972.30 161298.0 -400.0 -202. 524. 322 14 971.50 972.45 161727.0 429.0 216. 32. 248 15 971.50 972.59 162127.0 400.0 202. 32. 234 16 971.50 972.43 161670.0 -457.0 -230. 461. 231 17 971.50 972.27 161212.0 -458.0 -231. 465. 234 18 971.50 972.12 160783.0 -429.0 -216. 466. 250 19 971.50 971.94 160271.0 -512.0 -258. 467. 209 20 971.50 971.79 159850.0 -421.0 -212. 444. 232 21 971.50 971.97 160356.0 506.0 255. 32. 287 22 971.50 972.10 160726.0 370.0 187. 32. 219 23 971.50 972.07 160640.0 -86.0 -43. 355. 312 24 971.50 972.00 160440.0 -200.0 -101. 354. 253 25 971.50 971.91 160187.0 -253.0 -128. 383. 255 26 971.50 971.83 159962.0 -225.0 -113. 356. 243 27 971.50 971.82 159934.0 -28.0 -14. 356. 342 28 971.50 971.98 160384.0 450.0 227. 31. 258 29 971.50 972.12 160783.0 399.0 201. 31. 232 30 971.50 972.07 160640.0 -143.0 -72. 316. 244 31 971.50 972.00 160440.0 -200.0 -101. 320. 219 __________________________________________________________________________ TOTAL FOR MONTH................ -4594.0 1809. -4123. 10231. 7917. NET CHANGE IN DAY-SECOND-FEET.. -2316. -2314. 2314. AVERAGE FLOW IN C.F.S.......... -75. 330. 255. CHANGE IN CONTENTS FOR MO.(4).. -4594.0 (1) COMPUTATIONS BASED ON THE APRIL 1989 CAPACITY TABLE. (2) BY 24-HOUR CLOCK, TIME IS 2400(MIDN.) OF DAY INDICATED UNLESS OTHERWISE NOTED. AVERAGE FLOW OR CHANGE IN RESERVOIR CONTENTS ARE FOR PERIOD ENDING AT TIME INDICATED. (3) BASED ON PROJECT RECORDS. DOES NOT INCLUDE EVAPORATION LOSSES. (4) BASED ON TOTAL CONTENTS AT BEGINNING AND END OF MONTH. RESERVOIR INFLOW COMPUTATIONS (1) SMITH RIVER, VA. PHILPOTT LAKE FEBRUARY 2012 ELEVATION,FT,MSL CHANGE IN CONTENTS FLOW, CFS ________________ __________________ _________ TOTAL (2) GUIDE RESERVOIR CONTENTS ACRE - DAY-SEC-FEET (3) DATE HOUR CURVE LEVEL AF FEET STORED DRAWDOWN OUTFLOW INFLOW __________________________________________________________________________ 971.50 972.00 160440.0 1 971.53 971.95 160300.0 -140.0 -71. 317. 246 2 971.57 971.89 160131.0 -169.0 -85. 317. 232 3 971.60 971.81 159906.0 -225.0 -113. 317. 204 4 971.63 971.95 160300.0 394.0 199. 32. 231 5 971.67 972.07 160640.0 340.0 171. 32. 203 6 971.70 972.07 160640.0 0.0 0. 200. 200 7 971.73 972.06 160612.0 -28.0 -14. 193. 179 8 971.77 972.05 160583.0 -29.0 -15. 200. 185 9 971.80 972.03 160526.0 -57.0 -29. 201. 172 10 971.83 972.02 160497.0 -29.0 -15. 201. 186 11 971.87 972.10 160726.0 229.0 115. 32. 147 12 971.90 972.17 160926.0 200.0 101. 32. 133 13 971.93 972.15 160869.0 -57.0 -29. 200. 171 14 971.97 972.13 160812.0 -57.0 -29. 200. 171 15 972.00 972.11 160755.0 -57.0 -29. 200. 171 16 972.04 972.10 160726.0 -29.0 -15. 200. 185 17 972.07 972.09 160697.0 -29.0 -15. 199. 184 18 972.11 972.18 160955.0 258.0 130. 31. 161 19 972.14 972.34 161412.0 457.0 230. 32. 262 20 972.18 972.35 161441.0 29.0 15. 200. 215 21 972.21 972.44 161698.0 257.0 130. 61. 191 22 972.25 972.53 161956.0 258.0 130. 75. 205 23 972.29 972.66 162328.0 372.0 188. 73. 261 24 972.32 972.75 162585.0 257.0 130. 73. 203 25 972.36 972.86 162900.0 315.0 159. 75. 234 26 972.39 972.94 163128.0 228.0 115. 76. 191 27 972.43 973.03 163387.0 259.0 131. 76. 207 28 972.46 973.10 163589.0 202.0 102. 75. 177 29 972.50 973.20 163878.0 289.0 146. 74. 220 __________________________________________________________________________ TOTAL FOR MONTH................ 3438.0 2192. -459. 3994. 5727. NET CHANGE IN DAY-SECOND-FEET.. 1733. 1733. 1733. AVERAGE FLOW IN C.F.S.......... 60. 138. 197. CHANGE IN CONTENTS FOR MO.(4).. 3438.0 (1) COMPUTATIONS BASED ON THE APRIL 1989 CAPACITY TABLE. (2) BY 24-HOUR CLOCK, TIME IS 2400(MIDN.) OF DAY INDICATED UNLESS OTHERWISE NOTED. AVERAGE FLOW OR CHANGE IN RESERVOIR CONTENTS ARE FOR PERIOD ENDING AT TIME INDICATED. (3) BASED ON PROJECT RECORDS. DOES NOT INCLUDE EVAPORATION LOSSES. (4) BASED ON TOTAL CONTENTS AT BEGINNING AND END OF MONTH. RESERVOIR INFLOW COMPUTATIONS (1) SMITH RIVER, VA. PHILPOTT LAKE MARCH 2012 ELEVATION,FT,MSL CHANGE IN CONTENTS FLOW, CFS ________________ __________________ _________ TOTAL (2) GUIDE RESERVOIR CONTENTS ACRE - DAY-SEC-FEET (3) DATE HOUR CURVE LEVEL AF FEET STORED DRAWDOWN OUTFLOW INFLOW __________________________________________________________________________ 972.50 973.20 163878.0 1 972.53 973.33 164254.0 376.0 190. 73. 263 2 972.57 973.43 164543.0 289.0 146. 74. 220 3 972.60 973.56 164918.0 375.0 189. 74. 263 4 972.63 973.65 165178.0 260.0 131. 74. 205 5 972.67 973.62 165092.0 -86.0 -43. 210. 167 6 972.70 973.53 164832.0 -260.0 -131. 291. 160 7 972.73 973.44 164572.0 -260.0 -131. 290. 159 8 972.77 973.37 164369.0 -203.0 -102. 288. 186 9 972.80 973.28 164109.0 -260.0 -131. 288. 157 10 972.83 973.16 163762.0 -347.0 -175. 289. 114 11 972.87 973.04 163416.0 -346.0 -174. 289. 115 12 972.90 972.92 163071.0 -345.0 -174. 287. 113 13 972.93 972.91 163043.0 -28.0 -14. 152. 138 14 972.97 972.94 163128.0 85.0 43. 72. 115 15 973.00 972.94 163128.0 0.0 0. 72. 72 16 973.03 972.94 163128.0 0.0 0. 71. 71 17 973.06 972.94 163128.0 0.0 0. 71. 71 18 973.09 972.94 163128.0 0.0 0. 71. 71 19 973.12 973.16 163762.0 634.0 320. 71. 391 20 973.16 973.24 163994.0 232.0 117. 70. 187 21 973.19 973.27 164080.0 86.0 43. 70. 113 22 973.22 973.31 164196.0 116.0 58. 71. 129 23 973.25 973.36 164340.0 144.0 73. 71. 144 24 973.28 974.36 167241.0 2901.0 1463. 71. 1534 25 973.31 975.36 170176.0 2935.0 1480. 73. 1553 26 973.34 975.47 170501.0 325.0 164. 478. 642 27 973.38 975.15 169554.0 -947.0 -477. 937. 460 28 973.41 974.78 168468.0 -1086.0 -548. 936. 388 29 973.44 974.53 167738.0 -730.0 -368. 639. 271 30 973.47 974.50 167650.0 -88.0 -44. 289. 245 31 973.50 974.48 167592.0 -58.0 -29. 288. 259 __________________________________________________________________________ TOTAL FOR MONTH................ 3714.0 4417. -2541. 7100. 8976. NET CHANGE IN DAY-SECOND-FEET.. 1872. 1876. 1876. AVERAGE FLOW IN C.F.S.......... 61. 229. 290. CHANGE IN CONTENTS FOR MO.(4).. 3714.0 (1) COMPUTATIONS BASED ON THE APRIL 1989 CAPACITY TABLE. (2) BY 24-HOUR CLOCK, TIME IS 2400(MIDN.) OF DAY INDICATED UNLESS OTHERWISE NOTED. AVERAGE FLOW OR CHANGE IN RESERVOIR CONTENTS ARE FOR PERIOD ENDING AT TIME INDICATED. (3) BASED ON PROJECT RECORDS. DOES NOT INCLUDE EVAPORATION LOSSES. (4) BASED ON TOTAL CONTENTS AT BEGINNING AND END OF MONTH.