1 RESERVOIR INFLOW COMPUTATIONS (1) SMITH RIVER, VA. PHILPOTT LAKE JANUARY 1970 ELEVATION,NGVD29 TOTAL CHANGE IN CONTENTS FLOW, CFS + ________________ __________________ _________ (2) RULE RESERVOIR CONTENTS ACRE - DAY-SEC-FEET (3) DATE HOUR CURVE LEVEL AF FEET STORED DRAWDOWN OUTFLOW INFLOW + ____ ____ _____ _________ ________ _____ ______ ________ _______ ______ 971.50 973.36 162080. 1 971.50 973.80 163400. 1320. 666. 30. 696 2 971.50 973.82 163460. 60. 30. 385. 415 3 971.50 974.02 164056. 596. 300. 30. 330 4 971.50 974.20 164560. 504. 254. 30. 284 5 971.50 973.94 163820. -740. -373. 641. 268 6 971.50 973.72 163160. -660. -333. 641. 308 7 971.50 973.42 162260. -900. -454. 651. 197 8 971.50 973.10 161300. -960. -484. 651. 167 9 971.50 972.70 160160. -1140. -575. 661. 86 10 971.50 972.83 160524. 364. 184. 30. 214 11 971.50 972.98 160944. 420. 212. 30. 242 12 971.50 972.78 160384. -560. -282. 552. 270 13 971.50 972.54 159712. -672. -339. 550. 211 14 971.50 972.30 159040. -672. -339. 550. 211 15 971.50 972.06 158368. -672. -339. 550. 211 16 971.50 971.78 157584. -784. -395. 550. 155 17 971.50 972.00 158200. 616. 311. 30. 341 18 971.50 972.18 158704. 504. 254. 30. 284 19 971.50 972.20 158760. 56. 28. 234. 262 20 971.50 972.22 158816. 56. 28. 184. 212 21 971.50 972.22 158816. 0. 0. 184. 184 22 971.50 972.22 158816. 0. 0. 184. 184 23 971.50 972.20 158760. -56. -28. 184. 156 24 971.50 972.32 159096. 336. 169. 30. 199 25 971.50 972.42 159376. 280. 141. 30. 171 26 971.50 972.35 159180. -196. -99. 339. 240 27 971.50 972.25 158900. -280. -141. 339. 198 28 971.50 972.13 158564. -336. -169. 339. 170 29 971.50 972.08 158424. -140. -71. 339. 268 30 971.50 971.95 158060. -364. -184. 334. 150 31 971.50 972.02 158256. 196. 99. 30. 129 + ____________________________________________________________________________ TOTAL FOR MONTH................ -3824. 2676. -4605. 9342. 7413. NET CHANGE IN DAY-SECOND-FEET.. -1928. -1929. 1929. AVERAGE FLOW IN C.F.S.......... -62. 301. 239. CHANGE IN CONTENTS FOR MO.(4).. -3824. (1) COMPUTATIONS BASED ON THE MAY 1965 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. 1 RESERVOIR INFLOW COMPUTATIONS (1) SMITH RIVER, VA. PHILPOTT LAKE FEBRUARY 1970 ELEVATION,NGVD29 TOTAL CHANGE IN CONTENTS FLOW, CFS + ________________ __________________ _________ (2) RULE RESERVOIR CONTENTS ACRE - DAY-SEC-FEET (3) DATE HOUR CURVE LEVEL AF FEET STORED DRAWDOWN OUTFLOW INFLOW + ____ ____ _____ _________ ________ _____ ______ ________ _______ ______ 971.50 972.02 158256. 1 971.54 972.20 158760. 504. 254. 30. 284 2 971.57 972.70 160160. 1400. 706. 182. 888 3 971.61 972.90 160720. 560. 282. 182. 464 4 971.64 973.02 161060. 340. 171. 184. 355 5 971.68 973.10 161300. 240. 121. 184. 305 6 971.72 973.15 161450. 150. 76. 184. 260 7 971.75 973.29 161870. 420. 212. 30. 242 8 971.79 973.43 162290. 420. 212. 30. 242 9 971.82 973.43 162290. 0. 0. 545. 545 10 971.86 973.34 162020. -270. -136. 542. 406 11 971.90 973.18 161540. -480. -242. 542. 300 12 971.93 972.98 160944. -596. -300. 542. 242 13 971.97 972.75 160300. -644. -325. 542. 217 14 972.00 972.85 160580. 280. 141. 30. 171 15 972.04 973.05 161150. 570. 287. 30. 317 16 972.08 973.08 161240. 90. 45. 334. 379 17 972.11 973.10 161300. 60. 30. 339. 369 18 972.15 973.10 161300. 0. 0. 339. 339 19 972.18 973.10 161300. 0. 0. 339. 339 20 972.22 973.05 161150. -150. -76. 339. 263 21 972.25 973.15 161450. 300. 151. 30. 181 22 972.29 973.28 161840. 390. 197. 30. 227 23 972.32 973.18 161540. -300. -151. 499. 348 24 972.36 972.98 160944. -596. -300. 490. 190 25 972.39 972.78 160384. -560. -282. 490. 208 26 972.43 972.58 159824. -560. -282. 490. 208 27 972.46 972.37 159236. -588. -296. 490. 194 28 972.50 972.44 159432. 196. 99. 30. 129 + ____________________________________________________________________________ TOTAL FOR MONTH................ 1176. 2984. -2390. 8018. 8612. NET CHANGE IN DAY-SECOND-FEET.. 593. 594. 594. AVERAGE FLOW IN C.F.S.......... 21. 286. 308. CHANGE IN CONTENTS FOR MO.(4).. 1176. (1) COMPUTATIONS BASED ON THE MAY 1965 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. 1 RESERVOIR INFLOW COMPUTATIONS (1) SMITH RIVER, VA. PHILPOTT LAKE MARCH 1970 ELEVATION,NGVD29 TOTAL CHANGE IN CONTENTS FLOW, CFS + ________________ __________________ _________ (2) RULE RESERVOIR CONTENTS ACRE - DAY-SEC-FEET (3) DATE HOUR CURVE LEVEL AF FEET STORED DRAWDOWN OUTFLOW INFLOW + ____ ____ _____ _________ ________ _____ ______ ________ _______ ______ 972.50 972.44 159432. 1 972.53 972.54 159712. 280. 141. 30. 171 2 972.56 972.55 159740. 28. 14. 182. 196 3 972.60 972.55 159740. 0. 0. 184. 184 4 972.63 972.57 159796. 56. 28. 184. 212 5 972.66 972.56 159768. -28. -14. 182. 168 6 972.69 972.55 159740. -28. -14. 182. 168 7 972.72 972.63 159964. 224. 113. 30. 143 8 972.76 972.72 160216. 252. 127. 30. 157 9 972.79 972.70 160160. -56. -28. 182. 154 10 972.82 972.68 160104. -56. -28. 182. 154 11 972.85 972.66 160048. -56. -28. 184. 156 12 972.88 972.69 160132. 84. 42. 182. 224 13 972.92 972.70 160160. 28. 14. 184. 198 14 972.95 972.80 160440. 280. 141. 30. 171 15 972.98 972.86 160608. 168. 85. 30. 115 16 973.01 972.86 160608. 0. 0. 184. 184 17 973.04 972.88 160664. 56. 28. 184. 212 18 973.08 972.98 160944. 280. 141. 184. 325 19 973.11 973.06 161180. 236. 119. 184. 303 20 973.14 973.10 161300. 120. 61. 182. 243 21 973.17 973.25 161750. 450. 227. 30. 257 22 973.21 973.42 162260. 510. 257. 30. 287 23 973.24 973.52 162560. 300. 151. 182. 333 24 973.27 973.57 162710. 150. 76. 182. 258 25 973.30 973.63 162890. 180. 91. 131. 222 26 973.34 973.68 163040. 150. 76. 131. 207 27 973.37 973.71 163130. 90. 45. 130. 175 28 973.40 973.85 163550. 420. 212. 30. 242 29 973.43 973.97 163910. 360. 182. 30. 212 30 973.47 974.02 164056. 146. 74. 130. 204 31 973.50 974.05 164140. 84. 42. 130. 172 + ____________________________________________________________________________ TOTAL FOR MONTH................ 4708. 2487. -112. 4032. 6407. NET CHANGE IN DAY-SECOND-FEET.. 2374. 2375. 2375. AVERAGE FLOW IN C.F.S.......... 77. 130. 207. CHANGE IN CONTENTS FOR MO.(4).. 4708. (1) COMPUTATIONS BASED ON THE MAY 1965 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. 1 RESERVOIR INFLOW COMPUTATIONS (1) SMITH RIVER, VA. PHILPOTT LAKE APRIL 1970 ELEVATION,NGVD29 TOTAL CHANGE IN CONTENTS FLOW, CFS + ________________ __________________ _________ (2) RULE RESERVOIR CONTENTS ACRE - DAY-SEC-FEET (3) DATE HOUR CURVE LEVEL AF FEET STORED DRAWDOWN OUTFLOW INFLOW + ____ ____ _____ _________ ________ _____ ______ ________ _______ ______ 973.50 974.05 164140. 1 973.50 973.85 163550. -590. -297. 651. 354 2 973.50 974.20 164560. 1010. 509. 648. 1157 3 973.50 974.20 164560. 0. 0. 648. 648 4 973.50 974.46 165288. 728. 367. 30. 397 5 973.50 974.62 165736. 448. 226. 30. 256 6 973.50 974.58 165624. -112. -56. 388. 332 7 973.50 974.34 164952. -672. -339. 638. 299 8 973.50 974.06 164168. -784. -395. 638. 243 9 973.50 973.80 163400. -768. -387. 638. 251 10 973.50 973.45 162350. -1050. -529. 648. 119 11 973.50 973.60 162800. 450. 227. 30. 257 12 973.50 973.74 163220. 420. 212. 30. 242 13 973.50 973.76 163280. 60. 30. 282. 312 14 973.50 973.76 163280. 0. 0. 282. 282 15 973.50 973.70 163100. -180. -91. 282. 191 16 973.50 973.66 162980. -120. -61. 286. 225 17 973.50 973.60 162800. -180. -91. 286. 195 18 973.50 973.70 163100. 300. 151. 30. 181 19 973.50 973.82 163460. 360. 182. 30. 212 20 973.50 973.78 163340. -120. -61. 282. 221 21 973.50 973.70 163100. -240. -121. 282. 161 22 973.50 973.64 162920. -180. -91. 282. 191 23 973.50 973.56 162680. -240. -121. 282. 161 24 973.50 973.50 162500. -180. -91. 282. 191 25 973.50 973.62 162860. 360. 182. 30. 212 26 973.50 973.82 163460. 600. 316.(5) 30. 346 27 973.50 973.92 163760. 300. 151. 130. 281 28 973.50 974.20 164560. 800. 403. 130. 533 29 973.50 974.36 165008. 448. 226. 128. 354 30 973.50 974.45 165260. 252. 127. 128. 255 + ____________________________________________________________________________ TOTAL FOR MONTH................ 1120. 3309. -2731. 8481. 9059. NET CHANGE IN DAY-SECOND-FEET.. 578. 578. 578. AVERAGE FLOW IN C.F.S.......... 19. 283. 302. CHANGE IN CONTENTS FOR MO.(4).. 1120. (1) COMPUTATIONS BASED ON THE MAY 1965 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). 1 RESERVOIR INFLOW COMPUTATIONS (1) SMITH RIVER, VA. PHILPOTT LAKE MAY 1970 ELEVATION,NGVD29 TOTAL CHANGE IN CONTENTS FLOW, CFS + ________________ __________________ _________ (2) RULE RESERVOIR CONTENTS ACRE - DAY-SEC-FEET (3) DATE HOUR CURVE LEVEL AF FEET STORED DRAWDOWN OUTFLOW INFLOW + ____ ____ _____ _________ ________ _____ ______ ________ _______ ______ 973.50 974.45 165260. 1 973.50 974.49 165372. 112. 56. 180. 236 2 973.50 974.63 165764. 392. 198. 30. 228 3 973.50 974.82 166296. 532. 268. 30. 298 4 973.50 975.12 167160. 864. 436. 487. 923 5 973.50 975.08 167040. -120. -61. 641. 580 6 973.50 974.86 166408. -632. -319. 641. 322 7 973.50 974.62 165736. -672. -339. 641. 302 8 973.50 974.35 164980. -756. -381. 641. 260 9 973.50 974.50 165400. 420. 212. 30. 242 10 973.50 974.60 165680. 280. 141. 30. 171 11 973.50 974.47 165316. -364. -184. 436. 252 12 973.50 974.30 164840. -476. -240. 436. 196 13 973.50 974.14 164392. -448. -226. 436. 210 14 973.50 973.96 163880. -512. -258. 436. 178 15 973.50 973.78 163340. -540. -272. 436. 164 16 973.50 973.88 163640. 300. 151. 30. 181 17 973.50 974.05 164140. 500. 252. 30. 282 18 973.50 974.00 164000. -140. -71. 282. 211 19 973.50 973.92 163760. -240. -121. 282. 161 20 973.50 973.82 163460. -300. -151. 282. 131 21 973.50 973.73 163190. -270. -136. 282. 146 22 973.50 973.66 162980. -210. -106. 282. 176 23 973.50 973.75 163250. 270. 136. 30. 166 24 973.50 973.82 163460. 210. 106. 30. 136 25 973.50 973.78 163340. -120. -61. 231. 170 26 973.50 973.70 163100. -240. -121. 231. 110 27 973.50 973.62 162860. -240. -121. 234. 113 28 973.50 973.54 162620. -240. -121. 234. 113 29 973.50 973.50 162500. -120. -61. 182. 121 30 973.50 973.57 162710. 210. 106. 30. 136 31 973.50 973.66 162980. 270. 136. 30. 166 + ____________________________________________________________________________ TOTAL FOR MONTH................ -2280. 2198. -3350. 8233. 7081. NET CHANGE IN DAY-SECOND-FEET.. -1150. -1152. 1152. AVERAGE FLOW IN C.F.S.......... -37. 266. 228. CHANGE IN CONTENTS FOR MO.(4).. -2280. (1) COMPUTATIONS BASED ON THE MAY 1965 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. 1 RESERVOIR INFLOW COMPUTATIONS (1) SMITH RIVER, VA. PHILPOTT LAKE JUNE 1970 ELEVATION,NGVD29 TOTAL CHANGE IN CONTENTS FLOW, CFS + ________________ __________________ _________ (2) RULE RESERVOIR CONTENTS ACRE - DAY-SEC-FEET (3) DATE HOUR CURVE LEVEL AF FEET STORED DRAWDOWN OUTFLOW INFLOW + ____ ____ _____ _________ ________ _____ ______ ________ _______ ______ 973.50 973.66 162980. 1 973.50 973.66 162980. 0. 0. 182. 182 2 973.50 973.65 162950. -30. -15. 182. 167 3 973.50 973.61 162830. -120. -61. 182. 121 4 973.50 973.64 162920. 90. 45. 182. 227 5 973.50 973.63 162890. -30. -15. 182. 167 6 973.50 973.72 163160. 270. 136. 30. 166 7 973.50 973.76 163280. 120. 61. 30. 91 8 973.50 973.72 163160. -120. -61. 179. 118 9 973.50 973.68 163040. -120. -61. 179. 118 10 973.50 973.63 162890. -150. -76. 182. 106 11 973.50 973.58 162740. -150. -76. 182. 106 12 973.50 973.51 162530. -210. -106. 182. 76 13 973.50 973.60 162800. 270. 136. 30. 166 14 973.50 973.68 163040. 240. 121. 30. 151 15 973.50 973.65 162950. -90. -45. 168. 123 16 973.50 973.62 162860. -90. -45. 168. 123 17 973.50 973.57 162710. -150. -76. 182. 106 18 973.50 973.51 162530. -180. -91. 182. 91 19 973.50 973.42 162260. -270. -136. 182. 46 20 973.50 973.48 162440. 180. 91. 30. 121 21 973.50 973.53 162590. 150. 76. 30. 106 22 973.50 973.47 162410. -180. -91. 182. 91 23 973.50 973.39 162170. -240. -121. 182. 61 24 973.50 973.36 162080. -90. -45. 130. 85 25 973.50 973.56 162680. 600. 303. 130. 433 26 973.50 973.60 162800. 120. 61. 130. 191 27 973.50 973.64 162920. 120. 61. 30. 91 28 973.50 973.69 163070. 150. 76. 30. 106 29 973.50 973.66 162980. -90. -45. 130. 85 30 973.50 973.63 162890. -90. -45. 130. 85 + ____________________________________________________________________________ TOTAL FOR MONTH................ -90. 1167. -1211. 3950. 3906. NET CHANGE IN DAY-SECOND-FEET.. -45. -44. 44. AVERAGE FLOW IN C.F.S.......... -1. 132. 130. CHANGE IN CONTENTS FOR MO.(4).. -90. (1) COMPUTATIONS BASED ON THE MAY 1965 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. 1 RESERVOIR INFLOW COMPUTATIONS (1) SMITH RIVER, VA. PHILPOTT LAKE JULY 1970 ELEVATION,NGVD29 TOTAL CHANGE IN CONTENTS FLOW, CFS + ________________ __________________ _________ (2) RULE RESERVOIR CONTENTS ACRE - DAY-SEC-FEET (3) DATE HOUR CURVE LEVEL AF FEET STORED DRAWDOWN OUTFLOW INFLOW + ____ ____ _____ _________ ________ _____ ______ ________ _______ ______ 973.50 973.63 162890. 1 973.50 973.59 162770. -120. -61. 130. 69 2 973.50 973.55 162650. -120. -61. 130. 69 3 973.50 973.55 162650. 0. 0. 130. 130 4 973.50 973.60 162800. 150. 76. 30. 106 5 973.50 973.63 162890. 90. 45. 30. 75 6 973.50 973.56 162680. -210. -106. 182. 76 7 973.50 973.47 162410. -270. -136. 182. 46 8 973.50 973.38 162140. -270. -136. 182. 46 9 973.50 973.43 162290. 150. 76. 182. 258 10 973.50 973.47 162410. 120. 61. 182. 243 11 973.50 973.50 162500. 90. 45. 30. 75 12 973.50 973.55 162650. 150. 76. 30. 106 13 973.50 973.49 162470. -180. -91. 182. 91 14 973.50 973.43 162290. -180. -91. 182. 91 15 973.50 973.37 162110. -180. -91. 182. 91 16 973.50 973.28 161840. -270. -136. 182. 46 17 973.50 973.18 161540. -300. -151. 182. 31 18 973.50 973.20 161600. 60. 30. 30. 60 19 973.50 973.28 161840. 240. 121. 30. 151 20 973.50 973.45 162350. 510. 257. 182. 439 21 973.50 973.68 163040. 690. 348. 182. 530 22 973.50 973.78 163340. 300. 151. 179. 330 23 973.50 974.10 164280. 940. 474. 179. 653 24 973.50 974.35 164980. 700. 353. 179. 532 25 973.50 974.52 165456. 476. 240. 30. 270 26 973.50 974.66 165848. 392. 198. 30. 228 27 973.50 974.78 166184. 336. 169. 179. 348 28 973.50 974.83 166324. 140. 71. 179. 250 29 973.50 974.83 166324. 0. 0. 179. 179 30 973.50 974.85 166380. 56. 28. 179. 207 31 973.50 974.85 166380. 0. 0. 179. 179 + ____________________________________________________________________________ TOTAL FOR MONTH................ 3490. 2819. -1060. 4246. 6005. NET CHANGE IN DAY-SECOND-FEET.. 1760. 1759. 1759. AVERAGE FLOW IN C.F.S.......... 57. 137. 194. CHANGE IN CONTENTS FOR MO.(4).. 3490. (1) COMPUTATIONS BASED ON THE MAY 1965 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. 1 RESERVOIR INFLOW COMPUTATIONS (1) SMITH RIVER, VA. PHILPOTT LAKE AUGUST 1970 ELEVATION,NGVD29 TOTAL CHANGE IN CONTENTS FLOW, CFS + ________________ __________________ _________ (2) RULE RESERVOIR CONTENTS ACRE - DAY-SEC-FEET (3) DATE HOUR CURVE LEVEL AF FEET STORED DRAWDOWN OUTFLOW INFLOW + ____ ____ _____ _________ ________ _____ ______ ________ _______ ______ 973.50 974.85 166380. 1 973.47 974.96 166688. 308. 155. 30. 185 2 973.44 975.04 166920. 232. 117. 30. 147 3 973.40 974.94 166632. -288. -145. 436. 291 4 973.37 974.74 166072. -560. -282. 436. 154 5 973.34 974.53 165484. -588. -296. 436. 140 6 973.31 974.30 164840. -644. -325. 436. 111 7 973.28 974.08 164224. -616. -311. 436. 125 8 973.24 974.13 164364. 140. 71. 30. 101 9 973.21 974.30 164840. 476. 240. 30. 270 10 973.18 975.95 169650. 4810. 2425. 231. 2656 11 973.15 976.10 170080. 430. 217. 692. 909 12 973.12 975.90 169500. -580. -292. 692. 400 13 973.08 975.65 168750. -750. -378. 641. 263 14 973.05 975.35 167850. -900. -454. 641. 187 15 973.02 975.48 168240. 390. 197. 30. 227 16 972.99 975.60 168600. 360. 182. 30. 212 17 972.95 975.27 167610. -990. -499. 641. 142 18 972.92 974.94 166632. -978. -493. 641. 148 19 972.89 974.63 165764. -868. -438. 641. 203 20 972.86 974.39 165092. -672. -339. 641. 302 21 972.82 974.13 164364. -728. -367. 641. 274 22 972.79 975.04 166920. 2556. 1289. 644. 1933 23 972.76 974.83 166324. -596. -300. 641. 341 24 972.73 974.53 165484. -840. -424. 691. 267 25 972.69 974.18 164504. -980. -494. 691. 197 26 972.66 973.82 163460. -1044. -526. 691. 165 27 972.63 973.44 162320. -1140. -575. 691. 116 28 972.60 973.06 161180. -1140. -575. 691. 116 29 972.56 973.10 161300. 120. 61. 30. 91 30 972.53 973.18 161540. 240. 121. 30. 151 31 972.50 973.10 161300. -240. -121. 234. 113 + ____________________________________________________________________________ TOTAL FOR MONTH................ -5080. 5075. -7634. 13496. 10937. NET CHANGE IN DAY-SECOND-FEET.. -2561. -2559. 2559. AVERAGE FLOW IN C.F.S.......... -83. 435. 353. CHANGE IN CONTENTS FOR MO.(4).. -5080. (1) COMPUTATIONS BASED ON THE MAY 1965 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. 1 RESERVOIR INFLOW COMPUTATIONS (1) SMITH RIVER, VA. PHILPOTT LAKE SEPTEMBER 1970 ELEVATION,NGVD29 TOTAL CHANGE IN CONTENTS FLOW, CFS + ________________ __________________ _________ (2) RULE RESERVOIR CONTENTS ACRE - DAY-SEC-FEET (3) DATE HOUR CURVE LEVEL AF FEET STORED DRAWDOWN OUTFLOW INFLOW + ____ ____ _____ _________ ________ _____ ______ ________ _______ ______ 972.50 973.10 161300. 1 972.47 973.03 161090. -210. -106. 234. 128 2 972.43 972.95 160860. -230. -116. 234. 118 3 972.40 972.87 160636. -224. -113. 234. 121 4 972.37 972.82 160496. -140. -71. 234. 163 5 972.33 972.86 160608. 112. 56. 30. 86 6 972.30 972.92 160776. 168. 85. 30. 115 7 972.27 972.97 160916. 140. 71. 30. 101 8 972.23 972.87 160636. -280. -141. 234. 93 9 972.20 972.79 160412. -224. -113. 234. 121 10 972.17 972.73 160244. -168. -85. 234. 149 11 972.13 972.64 159992. -252. -127. 234. 107 12 972.10 972.67 160076. 84. 42. 30. 72 13 972.07 972.72 160216. 140. 71. 30. 101 14 972.03 972.62 159936. -280. -141. 234. 93 15 972.00 972.52 159656. -280. -141. 234. 93 16 971.97 972.42 159376. -280. -141. 234. 93 17 971.93 972.31 159068. -308. -155. 234. 79 18 971.90 972.20 158760. -308. -155. 234. 79 19 971.87 972.22 158816. 56. 28. 30. 58 20 971.83 972.26 158928. 112. 56. 30. 86 21 971.80 972.20 158760. -168. -85. 212. 127 22 971.77 972.12 158536. -224. -113. 212. 99 23 971.73 972.03 158284. -252. -127. 216. 89 24 971.70 971.93 158004. -280. -141. 216. 75 25 971.67 971.80 157640. -364. -184. 216. 32 26 971.63 971.84 157752. 112. 56. 30. 86 27 971.60 971.95 158060. 308. 155. 30. 185 28 971.57 971.87 157836. -224. -113. 182. 69 29 971.53 971.78 157584. -252. -127. 182. 55 30 971.50 971.70 157360. -224. -113. 182. 69 + ____________________________________________________________________________ TOTAL FOR MONTH................ -3940. 620. -2608. 4930. 2942. NET CHANGE IN DAY-SECOND-FEET.. -1986. -1988. 1988. AVERAGE FLOW IN C.F.S.......... -66. 164. 98. CHANGE IN CONTENTS FOR MO.(4).. -3940. (1) COMPUTATIONS BASED ON THE MAY 1965 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. 1 RESERVOIR INFLOW COMPUTATIONS (1) SMITH RIVER, VA. PHILPOTT LAKE OCTOBER 1970 ELEVATION,NGVD29 TOTAL CHANGE IN CONTENTS FLOW, CFS + ________________ __________________ _________ (2) RULE RESERVOIR CONTENTS ACRE - DAY-SEC-FEET (3) DATE HOUR CURVE LEVEL AF FEET STORED DRAWDOWN OUTFLOW INFLOW + ____ ____ _____ _________ ________ _____ ______ ________ _______ ______ 971.50 971.70 157360. 1 971.50 971.61 157108. -252. -127. 182. 55 2 971.50 971.52 156856. -252. -127. 182. 55 3 971.50 971.54 156912. 56. 28. 30. 58 4 971.50 971.56 156968. 56. 28. 30. 58 5 971.50 971.47 156716. -252. -127. 182. 55 6 971.50 971.38 156464. -252. -127. 182. 55 7 971.50 971.30 156240. -224. -113. 182. 69 8 971.50 971.21 155988. -252. -127. 182. 55 9 971.50 971.14 155792. -196. -99. 182. 83 10 971.50 971.17 155876. 84. 42. 29. 71 11 971.50 971.20 155960. 84. 42. 30. 72 12 971.50 971.12 155736. -224. -113. 182. 69 13 971.50 971.04 155512. -224. -113. 182. 69 14 971.50 970.96 155292. -220. -111. 182. 71 15 971.50 970.95 155265. -27. -14. 182. 168 16 971.50 970.83 154941. -324. -163. 182. 19 17 971.50 970.85 154995. 54. 27. 30. 57 18 971.50 970.87 155049. 54. 27. 30. 57 19 971.50 970.79 154833. -216. -109. 182. 73 20 971.50 970.75 154725. -108. -54. 182. 128 21 971.50 971.02 155456. 731. 369. 182. 551 22 971.50 970.98 155346. -110. -55. 182. 127 23 971.50 970.94 155238. -108. -54. 182. 128 24 971.50 970.99 155373. 135. 68. 30. 98 25 971.50 971.05 155540. 167. 81.(5) 30. 111 26 971.50 971.02 155456. -84. -42. 130. 88 27 971.50 970.98 155346. -110. -55. 130. 75 28 971.50 970.95 155265. -81. -41. 130. 89 29 971.50 971.07 155596. 331. 167. 130. 297 30 971.50 973.00 161000. 5404. 2725. 130. 2855 31 971.50 975.38 167940. 6940. 3499. 30. 3529 + ____________________________________________________________________________ TOTAL FOR MONTH................ 10580. 7103. -1771. 4013. 9345. NET CHANGE IN DAY-SECOND-FEET.. 5332. 5332. 5332. AVERAGE FLOW IN C.F.S.......... 172. 129. 301. CHANGE IN CONTENTS FOR MO.(4).. 10580. (1) COMPUTATIONS BASED ON THE MAY 1965 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). 1 RESERVOIR INFLOW COMPUTATIONS (1) SMITH RIVER, VA. PHILPOTT LAKE NOVEMBER 1970 ELEVATION,NGVD29 TOTAL CHANGE IN CONTENTS FLOW, CFS + ________________ __________________ _________ (2) RULE RESERVOIR CONTENTS ACRE - DAY-SEC-FEET (3) DATE HOUR CURVE LEVEL AF FEET STORED DRAWDOWN OUTFLOW INFLOW + ____ ____ _____ _________ ________ _____ ______ ________ _______ ______ 971.50 975.38 167940. 1 971.50 976.05 169940. 2000. 1008. 30. 1038 2 971.50 976.02 169856. -84. -42. 643. 601 3 971.50 975.92 169560. -296. -149. 641. 492 4 971.50 975.70 168900. -660. -333. 641. 308 5 971.50 975.52 168360. -540. -272. 641. 369 6 971.50 975.28 167640. -720. -363. 641. 278 7 971.50 975.45 168150. 510. 257. 30. 287 8 971.50 975.57 168510. 360. 182. 30. 212 9 971.50 975.31 167730. -780. -393. 643. 250 10 971.50 975.20 167400. -330. -166. 641. 475 11 971.50 975.08 167040. -360. -182. 641. 459 12 971.50 974.91 166548. -492. -248. 641. 393 13 971.50 974.68 165904. -644. -325. 641. 316 14 971.50 974.90 166520. 616. 311. 30. 341 15 971.50 975.05 166950. 430. 217. 30. 247 16 971.50 974.80 166240. -710. -358. 643. 285 17 971.50 974.56 165568. -672. -339. 641. 302 18 971.50 974.28 164784. -784. -395. 641. 246 19 971.50 974.00 164000. -784. -395. 641. 246 20 971.50 973.78 163340. -660. -333. 641. 308 21 971.50 973.90 163700. 360. 182. 30. 212 22 971.50 974.05 164140. 440. 222. 30. 252 23 971.50 973.78 163340. -800. -403. 643. 240 24 971.50 973.46 162380. -960. -484. 651. 167 25 971.50 973.13 161390. -990. -499. 651. 152 26 971.50 973.27 161810. 420. 212. 30. 242 27 971.50 972.95 160860. -950. -479. 653. 174 28 971.50 973.08 161240. 380. 192. 30. 222 29 971.50 973.20 161600. 360. 182. 30. 212 30 971.50 973.04 161120. -480. -242. 439. 197 + ____________________________________________________________________________ TOTAL FOR MONTH................ -6820. 2965. -6400. 12958. 9523. NET CHANGE IN DAY-SECOND-FEET.. -3438. -3435. 3435. AVERAGE FLOW IN C.F.S.......... -115. 432. 317. CHANGE IN CONTENTS FOR MO.(4).. -6820. (1) COMPUTATIONS BASED ON THE MAY 1965 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. 1 RESERVOIR INFLOW COMPUTATIONS (1) SMITH RIVER, VA. PHILPOTT LAKE DECEMBER 1970 ELEVATION,NGVD29 TOTAL CHANGE IN CONTENTS FLOW, CFS + ________________ __________________ _________ (2) RULE RESERVOIR CONTENTS ACRE - DAY-SEC-FEET (3) DATE HOUR CURVE LEVEL AF FEET STORED DRAWDOWN OUTFLOW INFLOW + ____ ____ _____ _________ ________ _____ ______ ________ _______ ______ 971.50 973.04 161120. 1 971.50 972.87 160636. -484. -244. 437. 193 2 971.50 972.69 160132. -504. -254. 437. 183 3 971.50 972.50 159600. -532. -268. 437. 169 4 971.50 972.30 159040. -560. -282. 437. 155 5 971.50 972.36 159208. 168. 85. 30. 115 6 971.50 972.48 159544. 336. 169. 30. 199 7 971.50 972.39 159292. -252. -127. 286. 159 8 971.50 972.30 159040. -252. -127. 286. 159 9 971.50 972.20 158760. -280. -141. 286. 145 10 971.50 972.12 158536. -224. -113. 286. 173 11 971.50 972.00 158200. -336. -169. 286. 117 12 971.50 972.12 158536. 336. 169. 30. 199 13 971.50 972.20 158760. 224. 113. 30. 143 14 971.50 972.18 158704. -56. -28. 182. 154 15 971.50 972.16 158648. -56. -28. 182. 154 16 971.50 972.31 159068. 420. 212. 182. 394 17 971.50 972.38 159264. 196. 99. 182. 281 18 971.50 972.40 159320. 56. 28. 182. 210 19 971.50 972.52 159656. 336. 169. 30. 199 20 971.50 972.62 159936. 280. 141. 30. 171 21 971.50 972.72 160216. 280. 141. 385. 526 22 971.50 972.66 160048. -168. -85. 385. 300 23 971.50 972.62 159936. -112. -56. 385. 329 24 971.50 972.50 159600. -336. -169. 391. 222 25 971.50 972.58 159824. 224. 113. 30. 143 26 971.50 972.72 160216. 392. 198. 30. 228 27 971.50 972.84 160552. 336. 169. 30. 199 28 971.50 972.70 160160. -392. -198. 391. 193 29 971.50 972.56 159768. -392. -198. 391. 193 30 971.50 972.42 159376. -392. -198. 391. 193 31 971.50 972.28 158984. -392. -198. 391. 193 + ____________________________________________________________________________ TOTAL FOR MONTH................ -2136. 1806. -2883. 7468. 6391. NET CHANGE IN DAY-SECOND-FEET.. -1077. -1077. 1077. AVERAGE FLOW IN C.F.S.......... -35. 241. 206. CHANGE IN CONTENTS FOR MO.(4).. -2136. (1) COMPUTATIONS BASED ON THE MAY 1965 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. 1 RESERVOIR INFLOW COMPUTATIONS (1) SMITH RIVER, VA. PHILPOTT LAKE JANUARY 1971 ELEVATION,NGVD29 TOTAL CHANGE IN CONTENTS FLOW, CFS + ________________ __________________ _________ (2) RULE RESERVOIR CONTENTS ACRE - DAY-SEC-FEET (3) DATE HOUR CURVE LEVEL AF FEET STORED DRAWDOWN OUTFLOW INFLOW + ____ ____ _____ _________ ________ _____ ______ ________ _______ ______ 971.50 972.28 158984. 1 971.50 972.43 159404. 420. 212. 30. 242 2 971.50 972.53 159684. 280. 141. 30. 171 3 971.50 972.64 159992. 308. 155. 30. 185 4 971.50 972.65 160020. 28. 14. 336. 350 5 971.50 972.98 160944. 924. 466. 336. 802 6 971.50 973.05 161150. 206. 104. 336. 440 7 971.50 973.05 161150. 0. 0. 336. 336 8 971.50 972.97 160916. -234. -118. 336. 218 9 971.50 973.13 161390. 474. 239. 30. 269 10 971.50 973.27 161810. 420. 212. 30. 242 11 971.50 973.10 161300. -510. -257. 495. 238 12 971.50 972.91 160748. -552. -278. 493. 215 13 971.50 972.74 160272. -476. -240. 493. 253 14 971.50 972.53 159684. -588. -296. 493. 197 15 971.50 972.29 159012. -672. -339. 493. 154 16 971.50 972.43 159404. 392. 198. 30. 228 17 971.50 972.55 159740. 336. 169. 30. 199 18 971.50 972.37 159236. -504. -254. 441. 187 19 971.50 972.16 158648. -588. -296. 440. 144 20 971.50 971.95 158060. -588. -296. 440. 144 21 971.50 971.79 157612. -448. -226. 440. 214 22 971.50 971.59 157052. -560. -282. 440. 158 23 971.50 971.73 157444. 392. 198. 30. 228 24 971.50 971.89 157892. 448. 226. 30. 256 25 971.50 971.89 157892. 0. 0. 182. 182 26 971.50 971.89 157892. 0. 0. 182. 182 27 971.50 971.85 157780. -112. -56. 182. 126 28 971.50 971.84 157752. -28. -14. 182. 168 29 971.50 971.80 157640. -112. -56. 182. 126 30 971.50 971.95 158060. 420. 212. 30. 242 31 971.50 972.03 158284. 224. 113. 30. 143 + ____________________________________________________________________________ TOTAL FOR MONTH................ -700. 2659. -3008. 7588. 7239. NET CHANGE IN DAY-SECOND-FEET.. -353. -349. 349. AVERAGE FLOW IN C.F.S.......... -11. 245. 234. CHANGE IN CONTENTS FOR MO.(4).. -700. (1) COMPUTATIONS BASED ON THE MAY 1965 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. 1 RESERVOIR INFLOW COMPUTATIONS (1) SMITH RIVER, VA. PHILPOTT LAKE FEBRUARY 1971 ELEVATION,NGVD29 TOTAL CHANGE IN CONTENTS FLOW, CFS + ________________ __________________ _________ (2) RULE RESERVOIR CONTENTS ACRE - DAY-SEC-FEET (3) DATE HOUR CURVE LEVEL AF FEET STORED DRAWDOWN OUTFLOW INFLOW + ____ ____ _____ _________ ________ _____ ______ ________ _______ ______ 971.50 972.03 158284. 1 971.54 972.00 158200. -84. -42. 184. 142 2 971.57 971.97 158116. -84. -42. 184. 142 3 971.61 972.00 158200. 84. 42. 184. 226 4 971.64 972.05 158340. 140. 71. 184. 255 5 971.68 972.19 158732. 392. 198. 184. 382 6 971.72 972.44 159432. 700. 353. 30. 383 7 971.75 972.72 160216. 784. 395. 30. 425 8 971.79 973.12 161360. 1144. 577. 184. 761 9 971.82 973.36 162080. 720. 363. 184. 547 10 971.86 973.45 162350. 270. 136. 184. 320 11 971.90 973.53 162590. 240. 121. 182. 303 12 971.93 973.65 162950. 360. 182. 182. 364 13 971.97 974.93 166604. 3654. 1842. 30. 1872 14 972.00 975.32 167760. 1156. 583. 30. 613 15 972.04 975.24 167520. -240. -121. 643. 522 16 972.08 975.06 166980. -540. -272. 641. 369 17 972.11 974.85 166380. -600. -303. 641. 338 18 972.15 974.63 165764. -616. -311. 641. 330 19 972.18 974.36 165008. -756. -381. 641. 260 20 972.22 974.55 165540. 532. 268. 30. 298 21 972.25 974.70 165960. 420. 212. 30. 242 22 972.29 975.10 167100. 1140. 575. 643. 1218 23 972.32 975.33 167790. 690. 348. 641. 989 24 972.36 975.20 167400. -390. -197. 641. 444 25 972.39 975.05 166950. -450. -227. 641. 414 26 972.43 974.82 166296. -654. -330. 641. 311 27 972.46 975.02 166860. 564. 284. 30. 314 28 972.50 975.22 167460. 600. 303. 30. 333 + ____________________________________________________________________________ TOTAL FOR MONTH................ 9176. 6853. -2226. 8490. 13117. NET CHANGE IN DAY-SECOND-FEET.. 4626. 4627. 4627. AVERAGE FLOW IN C.F.S.......... 165. 303. 468. CHANGE IN CONTENTS FOR MO.(4).. 9176. (1) COMPUTATIONS BASED ON THE MAY 1965 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. 1 RESERVOIR INFLOW COMPUTATIONS (1) SMITH RIVER, VA. PHILPOTT LAKE MARCH 1971 ELEVATION,NGVD29 TOTAL CHANGE IN CONTENTS FLOW, CFS + ________________ __________________ _________ (2) RULE RESERVOIR CONTENTS ACRE - DAY-SEC-FEET (3) DATE HOUR CURVE LEVEL AF FEET STORED DRAWDOWN OUTFLOW INFLOW + ____ ____ _____ _________ ________ _____ ______ ________ _______ ______ 972.50 975.22 167460. 1 972.53 975.00 166800. -660. -333. 643. 310 2 972.56 974.85 166380. -420. -212. 641. 429 3 972.60 974.90 166520. 140. 71. 641. 712 4 972.63 974.82 166296. -224. -113. 641. 528 5 972.66 974.66 165848. -448. -226. 641. 415 6 972.69 974.90 166520. 672. 339. 30. 369 7 972.72 975.08 167040. 520. 262. 30. 292 8 972.76 974.86 166408. -632. -319. 643. 324 9 972.79 974.62 165736. -672. -339. 641. 302 10 972.82 974.38 165064. -672. -339. 641. 302 11 972.85 974.14 164392. -672. -339. 641. 302 12 972.88 973.85 163550. -842. -425. 641. 216 13 972.92 974.02 164056. 506. 255. 30. 285 14 972.95 974.16 164448. 392. 198. 30. 228 15 972.98 974.03 164084. -364. -184. 538. 354 16 973.01 973.83 163490. -594. -299. 538. 239 17 973.04 973.62 162860. -630. -318. 538. 220 18 973.08 973.40 162200. -660. -333. 546. 213 19 973.11 973.21 161630. -570. -287. 546. 259 20 973.14 973.36 162080. 450. 227. 30. 257 21 973.17 973.52 162560. 480. 242. 30. 272 22 973.21 973.57 162710. 150. 76. 131. 207 23 973.24 973.65 162950. 240. 121. 131. 252 24 973.27 973.72 163160. 210. 106. 130. 236 25 973.30 973.80 163400. 240. 121. 130. 251 26 973.34 973.92 163760. 360. 182. 130. 312 27 973.37 974.06 164168. 408. 206. 30. 236 28 973.40 974.25 164700. 532. 268. 30. 298 29 973.43 974.32 164896. 196. 99. 180. 279 30 973.47 974.36 165008. 112. 56. 180. 236 31 973.50 974.39 165092. 84. 42. 180. 222 + ____________________________________________________________________________ TOTAL FOR MONTH................ -2368. 2871. -4066. 10552. 9357. NET CHANGE IN DAY-SECOND-FEET.. -1194. -1195. 1195. AVERAGE FLOW IN C.F.S.......... -39. 340. 302. CHANGE IN CONTENTS FOR MO.(4).. -2368. (1) COMPUTATIONS BASED ON THE MAY 1965 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. 1 RESERVOIR INFLOW COMPUTATIONS (1) SMITH RIVER, VA. PHILPOTT LAKE APRIL 1971 ELEVATION,NGVD29 TOTAL CHANGE IN CONTENTS FLOW, CFS + ________________ __________________ _________ (2) RULE RESERVOIR CONTENTS ACRE - DAY-SEC-FEET (3) DATE HOUR CURVE LEVEL AF FEET STORED DRAWDOWN OUTFLOW INFLOW + ____ ____ _____ _________ ________ _____ ______ ________ _______ ______ 973.50 974.39 165092. 1 973.50 974.42 165176. 84. 42. 180. 222 2 973.50 974.45 165260. 84. 42. 180. 222 3 973.50 974.60 165680. 420. 212. 30. 242 4 973.50 974.72 166016. 336. 169. 30. 199 5 973.50 974.56 165568. -448. -226. 486. 260 6 973.50 974.60 165680. 112. 56. 482. 538 7 973.50 974.68 165904. 224. 113. 482. 595 8 973.50 974.62 165736. -168. -85. 482. 397 9 973.50 974.57 165596. -140. -71. 380. 309 10 973.50 974.70 165960. 364. 184. 30. 214 11 973.50 974.89 166492. 532. 268. 30. 298 12 973.50 974.68 165904. -588. -296. 536. 240 13 973.50 974.48 165344. -560. -282. 533. 251 14 973.50 974.28 164784. -560. -282. 533. 251 15 973.50 974.06 164168. -616. -311. 533. 222 16 973.50 973.84 163520. -648. -327. 533. 206 17 973.50 973.98 163940. 420. 212. 30. 242 18 973.50 974.10 164280. 340. 171. 30. 201 19 973.50 974.00 164000. -280. -141. 329. 188 20 973.50 973.92 163760. -240. -121. 329. 208 21 973.50 973.84 163520. -240. -121. 329. 208 22 973.50 973.76 163280. -240. -121. 329. 208 23 973.50 973.68 163040. -240. -121. 329. 208 24 973.50 973.80 163400. 360. 182. 30. 212 25 973.50 973.93 163790. 390. 205.(5) 30. 235 26 973.50 973.95 163850. 60. 30. 128. 158 27 973.50 974.05 164140. 290. 146. 128. 274 28 973.50 974.18 164504. 364. 184. 128. 312 29 973.50 974.24 164672. 168. 85. 128. 213 30 973.50 974.27 164756. 84. 42. 128. 170 + ____________________________________________________________________________ TOTAL FOR MONTH................ -336. 2343. -2505. 7865. 7703. NET CHANGE IN DAY-SECOND-FEET.. -162. -162. 162. AVERAGE FLOW IN C.F.S.......... -5. 262. 257. CHANGE IN CONTENTS FOR MO.(4).. -336. (1) COMPUTATIONS BASED ON THE MAY 1965 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). 1 RESERVOIR INFLOW COMPUTATIONS (1) SMITH RIVER, VA. PHILPOTT LAKE MAY 1971 ELEVATION,NGVD29 TOTAL CHANGE IN CONTENTS FLOW, CFS + ________________ __________________ _________ (2) RULE RESERVOIR CONTENTS ACRE - DAY-SEC-FEET (3) DATE HOUR CURVE LEVEL AF FEET STORED DRAWDOWN OUTFLOW INFLOW + ____ ____ _____ _________ ________ _____ ______ ________ _______ ______ 973.50 974.27 164756. 1 973.50 974.38 165064. 308. 155. 30. 185 2 973.50 974.50 165400. 336. 169. 30. 199 3 973.50 974.32 164896. -504. -254. 433. 179 4 973.50 974.15 164420. -476. -240. 431. 191 5 973.50 973.96 163880. -540. -272. 431. 159 6 973.50 973.90 163700. -180. -91. 431. 340 7 973.50 973.90 163700. 0. 0. 431. 431 8 973.50 974.12 164336. 636. 321. 30. 351 9 973.50 974.27 164756. 420. 212. 30. 242 10 973.50 974.30 164840. 84. 42. 180. 222 11 973.50 974.31 164868. 28. 14. 179. 193 12 973.50 974.60 165680. 812. 409. 179. 588 13 973.50 975.92 169560. 3880. 1956. 179. 2135 14 973.50 976.00 169800. 240. 121. 681. 802 15 973.50 975.98 169740. -60. -30. 641. 611 16 973.50 976.25 170500. 760. 383. 641. 1024 17 973.50 976.20 170360. -140. -71. 681. 610 18 973.50 976.05 169940. -420. -212. 681. 469 19 973.50 975.83 169290. -650. -328. 681. 353 20 973.50 975.63 168690. -600. -303. 681. 378 21 973.50 975.40 168000. -690. -348. 681. 333 22 973.50 975.45 168150. 150. 76. 30. 106 23 973.50 975.68 168840. 690. 348. 30. 378 24 973.50 975.43 168090. -750. -378. 641. 263 25 973.50 975.16 167280. -810. -408. 641. 233 26 973.50 974.89 166492. -788. -397. 641. 244 27 973.50 974.62 165736. -756. -381. 641. 260 28 973.50 974.46 165288. -448. -226. 641. 415 29 973.50 975.00 166800. 1512. 762. 30. 792 30 973.50 975.42 168060. 1260. 635. 30. 665 31 973.50 975.26 167580. -480. -242. 681. 439 + ____________________________________________________________________________ TOTAL FOR MONTH................ 2824. 5603. -4181. 12368. 13790. NET CHANGE IN DAY-SECOND-FEET.. 1424. 1422. 1422. AVERAGE FLOW IN C.F.S.......... 46. 399. 445. CHANGE IN CONTENTS FOR MO.(4).. 2824. (1) COMPUTATIONS BASED ON THE MAY 1965 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. 1 RESERVOIR INFLOW COMPUTATIONS (1) SMITH RIVER, VA. PHILPOTT LAKE JUNE 1971 ELEVATION,NGVD29 TOTAL CHANGE IN CONTENTS FLOW, CFS + ________________ __________________ _________ (2) RULE RESERVOIR CONTENTS ACRE - DAY-SEC-FEET (3) DATE HOUR CURVE LEVEL AF FEET STORED DRAWDOWN OUTFLOW INFLOW + ____ ____ _____ _________ ________ _____ ______ ________ _______ ______ 973.50 975.26 167580. 1 973.50 975.03 166890. -690. -348. 681. 333 2 973.50 974.76 166128. -762. -384. 681. 297 3 973.50 974.48 165344. -784. -395. 691. 296 4 973.50 974.17 164476. -868. -438. 691. 253 5 973.50 974.30 164840. 364. 184. 30. 214 6 973.50 974.43 165204. 364. 184. 30. 214 7 973.50 974.37 165036. -168. -85. 384. 299 8 973.50 974.35 164980. -56. -28. 384. 356 9 973.50 974.23 164644. -336. -169. 384. 215 10 973.50 974.12 164336. -308. -155. 384. 229 11 973.50 973.98 163940. -396. -200. 384. 184 12 973.50 974.10 164280. 340. 171. 96. 267 13 973.50 974.21 164588. 308. 155. 30. 185 14 973.50 974.17 164476. -112. -56. 282. 226 15 973.50 974.10 164280. -196. -99. 333. 234 16 973.50 974.10 164280. 0. 0. 333. 333 17 973.50 974.05 164140. -140. -71. 333. 262 18 973.50 973.98 163940. -200. -101. 333. 232 19 973.50 974.11 164308. 368. 186. 30. 216 20 973.50 974.30 164840. 532. 268. 30. 298 21 973.50 974.18 164504. -336. -169. 384. 215 22 973.50 974.06 164168. -336. -169. 384. 215 23 973.50 973.98 163940. -228. -115. 384. 269 24 973.50 973.86 163580. -360. -182. 384. 202 25 973.50 973.73 163190. -390. -197. 384. 187 26 973.50 973.82 163460. 270. 136. 30. 166 27 973.50 973.91 163730. 270. 136. 30. 166 28 973.50 973.90 163700. -30. -15. 179. 164 29 973.50 974.05 164140. 440. 222. 179. 401 30 973.50 974.10 164280. 140. 71. 179. 250 + ____________________________________________________________________________ TOTAL FOR MONTH................ -3300. 1713. -3376. 9041. 7378. NET CHANGE IN DAY-SECOND-FEET.. -1664. -1663. 1663. AVERAGE FLOW IN C.F.S.......... -55. 301. 246. CHANGE IN CONTENTS FOR MO.(4).. -3300. (1) COMPUTATIONS BASED ON THE MAY 1965 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. 1 RESERVOIR INFLOW COMPUTATIONS (1) SMITH RIVER, VA. PHILPOTT LAKE JULY 1971 ELEVATION,NGVD29 TOTAL CHANGE IN CONTENTS FLOW, CFS + ________________ __________________ _________ (2) RULE RESERVOIR CONTENTS ACRE - DAY-SEC-FEET (3) DATE HOUR CURVE LEVEL AF FEET STORED DRAWDOWN OUTFLOW INFLOW + ____ ____ _____ _________ ________ _____ ______ ________ _______ ______ 973.50 974.10 164280. 1 973.50 974.26 164728. 448. 226. 179. 405 2 973.50 974.40 165120. 392. 198. 179. 377 3 973.50 974.83 166324. 1204. 607. 30. 637 4 973.50 974.94 166632. 308. 155. 30. 185 5 973.50 975.05 166950. 318. 160. 30. 190 6 973.50 974.96 166688. -262. -132. 333. 201 7 973.50 974.65 165820. -868. -438. 643. 205 8 973.50 974.33 164924. -896. -452. 641. 189 9 973.50 974.04 164112. -812. -409. 641. 232 10 973.50 974.12 164336. 224. 113. 30. 143 11 973.50 974.19 164532. 196. 99. 30. 129 12 973.50 974.10 164280. -252. -127. 282. 155 13 973.50 974.00 164000. -280. -141. 282. 141 14 973.50 973.90 163700. -300. -151. 282. 131 15 973.50 973.80 163400. -300. -151. 282. 131 16 973.50 973.70 163100. -300. -151. 282. 131 17 973.50 973.74 163220. 120. 61. 30. 91 18 973.50 974.02 164056. 836. 421. 30. 451 19 973.50 974.03 164084. 28. 14. 231. 245 20 973.50 973.98 163940. -144. -73. 231. 158 21 973.50 973.92 163760. -180. -91. 231. 140 22 973.50 973.84 163520. -240. -121. 231. 110 23 973.50 973.77 163310. -210. -106. 231. 125 24 973.50 973.85 163550. 240. 121. 30. 151 25 973.50 973.92 163760. 210. 106. 30. 136 26 973.50 973.95 163850. 90. 45. 179. 224 27 973.50 973.92 163760. -90. -45. 179. 134 28 973.50 973.88 163640. -120. -61. 179. 118 29 973.50 973.88 163640. 0. 0. 179. 179 30 973.50 973.87 163610. -30. -15. 179. 164 31 973.50 973.97 163910. 300. 151. 30. 181 + ____________________________________________________________________________ TOTAL FOR MONTH................ -370. 2477. -2664. 6376. 6189. NET CHANGE IN DAY-SECOND-FEET.. -187. -187. 187. AVERAGE FLOW IN C.F.S.......... -6. 206. 200. CHANGE IN CONTENTS FOR MO.(4).. -370. (1) COMPUTATIONS BASED ON THE MAY 1965 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. 1 RESERVOIR INFLOW COMPUTATIONS (1) SMITH RIVER, VA. PHILPOTT LAKE AUGUST 1971 ELEVATION,NGVD29 TOTAL CHANGE IN CONTENTS FLOW, CFS + ________________ __________________ _________ (2) RULE RESERVOIR CONTENTS ACRE - DAY-SEC-FEET (3) DATE HOUR CURVE LEVEL AF FEET STORED DRAWDOWN OUTFLOW INFLOW + ____ ____ _____ _________ ________ _____ ______ ________ _______ ______ 973.50 973.97 163910. 1 973.47 974.10 164280. 370. 187. 30. 217 2 973.44 974.10 164280. 0. 0. 231. 231 3 973.40 974.06 164168. -112. -56. 231. 175 4 973.37 974.04 164112. -56. -28. 231. 203 5 973.34 973.98 163940. -172. -87. 231. 144 6 973.31 973.94 163820. -120. -61. 231. 170 7 973.28 974.00 164000. 180. 91. 30. 121 8 973.24 974.05 164140. 140. 71. 30. 101 9 973.21 973.91 163730. -410. -207. 333. 126 10 973.18 973.76 163280. -450. -227. 333. 106 11 973.15 973.67 163010. -270. -136. 333. 197 12 973.12 973.55 162650. -360. -182. 338. 156 13 973.08 973.40 162200. -450. -227. 338. 111 14 973.05 973.45 162350. 150. 76. 30. 106 15 973.02 973.48 162440. 90. 45. 30. 75 16 972.99 973.38 162140. -300. -151. 234. 83 17 972.95 973.35 162050. -90. -45. 234. 189 18 972.92 973.31 161930. -120. -61. 234. 173 19 972.89 973.24 161720. -210. -106. 234. 128 20 972.86 973.15 161450. -270. -136. 234. 98 21 972.82 973.20 161600. 150. 76. 30. 106 22 972.79 973.33 161990. 390. 197. 30. 227 23 972.76 973.26 161780. -210. -106. 234. 128 24 972.73 973.08 161240. -540. -272. 234. -38 25 972.69 972.98 160944. -296. -149. 234. 85 26 972.66 972.98 160944. 0. 0. 234. 234 27 972.63 972.95 160860. -84. -42. 234. 192 28 972.60 973.00 161000. 140. 71. 30. 101 29 972.56 973.04 161120. 120. 61. 30. 91 30 972.53 972.94 160832. -288. -145. 234. 89 31 972.50 972.83 160524. -308. -155. 234. 79 + ____________________________________________________________________________ TOTAL FOR MONTH................ -3386. 875. -2579. 5908. 4204. NET CHANGE IN DAY-SECOND-FEET.. -1707. -1704. 1704. AVERAGE FLOW IN C.F.S.......... -55. 191. 136. CHANGE IN CONTENTS FOR MO.(4).. -3386. (1) COMPUTATIONS BASED ON THE MAY 1965 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. 1 RESERVOIR INFLOW COMPUTATIONS (1) SMITH RIVER, VA. PHILPOTT LAKE SEPTEMBER 1971 ELEVATION,NGVD29 TOTAL CHANGE IN CONTENTS FLOW, CFS + ________________ __________________ _________ (2) RULE RESERVOIR CONTENTS ACRE - DAY-SEC-FEET (3) DATE HOUR CURVE LEVEL AF FEET STORED DRAWDOWN OUTFLOW INFLOW + ____ ____ _____ _________ ________ _____ ______ ________ _______ ______ 972.50 972.83 160524. 1 972.47 972.73 160244. -280. -141. 234. 93 2 972.43 972.63 159964. -280. -141. 234. 93 3 972.40 972.53 159684. -280. -141. 234. 93 4 972.37 972.57 159796. 112. 56. 30. 86 5 972.33 972.60 159880. 84. 42. 30. 72 6 972.30 972.66 160048. 168. 85. 30. 115 7 972.27 972.55 159740. -308. -155. 234. 79 8 972.23 972.45 159460. -280. -141. 234. 93 9 972.20 972.33 159124. -336. -169. 234. 65 10 972.17 972.25 158900. -224. -113. 234. 121 11 972.13 972.38 159264. 364. 184. 30. 214 12 972.10 972.54 159712. 448. 226. 30. 256 13 972.07 972.48 159544. -168. -85. 212. 127 14 972.03 972.38 159264. -280. -141. 212. 71 15 972.00 972.29 159012. -252. -127. 234. 107 16 971.97 972.23 158844. -168. -85. 234. 149 17 971.93 972.15 158620. -224. -113. 234. 121 18 971.90 972.24 158872. 252. 127. 30. 157 19 971.87 972.37 159236. 364. 184. 30. 214 20 971.83 972.42 159376. 140. 71. 234. 305 21 971.80 972.54 159712. 336. 169. 234. 403 22 971.77 972.58 159824. 112. 56. 234. 290 23 971.73 972.56 159768. -56. -28. 234. 206 24 971.70 972.50 159600. -168. -85. 234. 149 25 971.67 972.57 159796. 196. 99. 30. 129 26 971.63 972.62 159936. 140. 71. 30. 101 27 971.60 972.59 159852. -84. -42. 182. 140 28 971.57 972.54 159712. -140. -71. 182. 111 29 971.53 972.49 159572. -140. -71. 182. 111 30 971.50 972.44 159432. -140. -71. 182. 111 + ____________________________________________________________________________ TOTAL FOR MONTH................ -1092. 1370. -1920. 4932. 4382. NET CHANGE IN DAY-SECOND-FEET.. -551. -550. 550. AVERAGE FLOW IN C.F.S.......... -18. 164. 146. CHANGE IN CONTENTS FOR MO.(4).. -1092. (1) COMPUTATIONS BASED ON THE MAY 1965 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. 1 RESERVOIR INFLOW COMPUTATIONS (1) SMITH RIVER, VA. PHILPOTT LAKE OCTOBER 1971 ELEVATION,NGVD29 TOTAL CHANGE IN CONTENTS FLOW, CFS + ________________ __________________ _________ (2) RULE RESERVOIR CONTENTS ACRE - DAY-SEC-FEET (3) DATE HOUR CURVE LEVEL AF FEET STORED DRAWDOWN OUTFLOW INFLOW + ____ ____ _____ _________ ________ _____ ______ ________ _______ ______ 971.50 972.44 159432. 1 971.50 972.48 159544. 112. 56. 182. 238 2 971.50 972.78 160384. 840. 424. 30. 454 3 971.50 972.89 160692. 308. 155. 30. 185 4 971.50 972.88 160664. -28. -14. 182. 168 5 971.50 972.89 160692. 28. 14. 182. 196 6 971.50 972.85 160580. -112. -56. 182. 126 7 971.50 972.81 160468. -112. -56. 182. 126 8 971.50 972.75 160300. -168. -85. 182. 97 9 971.50 972.95 160860. 560. 282. 30. 312 10 971.50 973.20 161600. 740. 373. 30. 403 11 971.50 973.20 161600. 0. 0. 182. 182 12 971.50 973.18 161540. -60. -30. 182. 152 13 971.50 973.16 161480. -60. -30. 182. 152 14 971.50 973.12 161360. -120. -61. 182. 121 15 971.50 973.09 161270. -90. -45. 182. 137 16 971.50 973.21 161630. 360. 182. 30. 212 17 971.50 973.28 161840. 210. 106. 30. 136 18 971.50 973.18 161540. -300. -151. 306. 155 19 971.50 973.06 161180. -360. -182. 306. 124 20 971.50 973.22 161660. 480. 242. 24. 266 21 971.50 973.31 161930. 270. 136. 306. 442 22 971.50 973.40 162200. 270. 136. 306. 442 23 971.50 975.00 166800. 4600. 2319. 30. 2349 24 971.50 976.86 172208. 5408. 2727. 30. 2757 25 971.50 977.65 174680. 2472. 1246. 443. 1689 26 971.50 977.50 174200. -480. -242. 1240. 998 27 971.50 976.90 172320. -1880. -948. 1240. 292 28 971.50 976.42 170976. -1344. -678. 1086. 408 29 971.50 975.92 169560. -1416. -714. 1260. 546 30 971.50 975.65 168750. -810. -408. 681. 273 31 971.50 975.39 167970. -780.(5) -378. 681. 303 + ____________________________________________________________________________ TOTAL FOR MONTH................ 8538. 8398. -4078. 10121. 14441. NET CHANGE IN DAY-SECOND-FEET.. 4320. 4320. 4320. AVERAGE FLOW IN C.F.S.......... 139. 326. 466. CHANGE IN CONTENTS FOR MO.(4).. 8538. (1) COMPUTATIONS BASED ON THE MAY 1965 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). 1 RESERVOIR INFLOW COMPUTATIONS (1) SMITH RIVER, VA. PHILPOTT LAKE NOVEMBER 1971 ELEVATION,NGVD29 TOTAL CHANGE IN CONTENTS FLOW, CFS + ________________ __________________ _________ (2) RULE RESERVOIR CONTENTS ACRE - DAY-SEC-FEET (3) DATE HOUR CURVE LEVEL AF FEET STORED DRAWDOWN OUTFLOW INFLOW + ____ ____ _____ _________ ________ _____ ______ ________ _______ ______ 971.50 975.39 167970. 1 971.50 975.17 167310. -660. -333. 681. 348 2 971.50 974.95 166660. -650. -328. 681. 353 3 971.50 975.48 168240. 1580. 797. 681. 1478 4 971.50 975.45 168150. -90. -45. 681. 636 5 971.50 975.28 167640. -510. -257. 681. 424 6 971.50 975.12 167160. -480. -242. 681. 439 7 971.50 974.88 166464. -696. -351. 681. 330 8 971.50 974.63 165764. -700. -353. 691. 338 9 971.50 974.37 165036. -728. -367. 691. 324 10 971.50 974.07 164196. -840. -424. 691. 267 11 971.50 973.82 163460. -736. -371. 691. 320 12 971.50 973.50 162500. -960. -484. 691. 207 13 971.50 973.71 163130. 630. 318. 30. 348 14 971.50 973.87 163610. 480. 242. 30. 272 15 971.50 973.61 162830. -780. -393. 642. 249 16 971.50 973.35 162050. -780. -393. 651. 258 17 971.50 973.10 161300. -750. -378. 651. 273 18 971.50 972.81 160468. -832. -419. 651. 232 19 971.50 972.54 159712. -756. -381. 651. 270 20 971.50 972.66 160048. 336. 169. 30. 199 21 971.50 972.80 160440. 392. 198. 30. 228 22 971.50 972.54 159712. -728. -367. 600. 233 23 971.50 972.28 158984. -728. -367. 598. 231 24 971.50 972.15 158620. -364. -184. 546. 362 25 971.50 972.31 159068. 448. 226. 30. 256 26 971.50 972.11 158508. -560. -282. 546. 264 27 971.50 972.30 159040. 532. 268. 30. 298 28 971.50 972.45 159460. 420. 212. 30. 242 29 971.50 972.58 159824. 364. 184. 286. 470 30 971.50 972.80 160440. 616. 311. 25. 336 + ____________________________________________________________________________ TOTAL FOR MONTH................ -7530. 2925. -6719. 14279. 10485. NET CHANGE IN DAY-SECOND-FEET.. -3796. -3794. 3794. AVERAGE FLOW IN C.F.S.......... -126. 476. 350. CHANGE IN CONTENTS FOR MO.(4).. -7530. (1) COMPUTATIONS BASED ON THE MAY 1965 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. 1 RESERVOIR INFLOW COMPUTATIONS (1) SMITH RIVER, VA. PHILPOTT LAKE DECEMBER 1971 ELEVATION,NGVD29 TOTAL CHANGE IN CONTENTS FLOW, CFS + ________________ __________________ _________ (2) RULE RESERVOIR CONTENTS ACRE - DAY-SEC-FEET (3) DATE HOUR CURVE LEVEL AF FEET STORED DRAWDOWN OUTFLOW INFLOW + ____ ____ _____ _________ ________ _____ ______ ________ _______ ______ 971.50 972.80 160440. 1 971.50 972.87 160636. 196. 99. 174. 273 2 971.50 972.91 160748. 112. 56. 182. 238 3 971.50 972.96 160888. 140. 71. 182. 253 4 971.50 973.11 161330. 442. 223. 30. 253 5 971.50 973.26 161780. 450. 227. 30. 257 6 971.50 973.06 161180. -600. -303. 546. 243 7 971.50 973.10 161300. 120. 61. 546. 607 8 971.50 973.05 161150. -150. -76. 546. 470 9 971.50 972.92 160776. -374. -189. 546. 357 10 971.50 972.76 160328. -448. -226. 546. 320 11 971.50 972.94 160832. 504. 254. 30. 284 12 971.50 973.10 161300. 468. 236. 30. 266 13 971.50 972.97 160916. -384. -194. 494. 300 14 971.50 972.78 160384. -532. -268. 494. 226 15 971.50 972.64 159992. -392. -198. 494. 296 16 971.50 972.47 159516. -476. -240. 494. 254 17 971.50 972.26 158928. -588. -296. 494. 198 18 971.50 972.40 159320. 392. 198. 30. 228 19 971.50 972.54 159712. 392. 198. 30. 228 20 971.50 972.47 159516. -196. -99. 333. 234 21 971.50 972.38 159264. -252. -127. 333. 206 22 971.50 972.28 158984. -280. -141. 333. 192 23 971.50 972.18 158704. -280. -141. 333. 192 24 971.50 972.09 158452. -252. -127. 333. 206 25 971.50 972.20 158760. 308. 155. 30. 185 26 971.50 972.30 159040. 280. 141. 30. 171 27 971.50 972.23 158844. -196. -99. 286. 187 28 971.50 972.17 158676. -168. -85. 286. 201 29 971.50 972.08 158424. -252. -127. 286. 159 30 971.50 972.02 158256. -168. -85. 286. 201 31 971.50 971.93 158004. -252. -127. 286. 159 + ____________________________________________________________________________ TOTAL FOR MONTH................ -2436. 1919. -3148. 9073. 7844. NET CHANGE IN DAY-SECOND-FEET.. -1228. -1229. 1229. AVERAGE FLOW IN C.F.S.......... -40. 293. 253. CHANGE IN CONTENTS FOR MO.(4).. -2436. (1) COMPUTATIONS BASED ON THE MAY 1965 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. 1 RESERVOIR INFLOW COMPUTATIONS (1) SMITH RIVER, VA. PHILPOTT LAKE JANUARY 1972 ELEVATION,NGVD29 TOTAL CHANGE IN CONTENTS FLOW, CFS + ________________ __________________ _________ (2) RULE RESERVOIR CONTENTS ACRE - DAY-SEC-FEET (3) DATE HOUR CURVE LEVEL AF FEET STORED DRAWDOWN OUTFLOW INFLOW + ____ ____ _____ _________ ________ _____ ______ ________ _______ ______ 971.50 971.93 158004. 1 971.50 972.02 158256. 252. 127. 30. 157 2 971.50 972.16 158648. 392. 198. 30. 228 3 971.50 972.16 158648. 0. 0. 182. 182 4 971.50 972.17 158676. 28. 14. 182. 196 5 971.50 972.17 158676. 0. 0. 182. 182 6 971.50 972.17 158676. 0. 0. 182. 182 7 971.50 972.16 158648. -28. -14. 182. 168 8 971.50 972.23 158844. 196. 99. 30. 129 9 971.50 972.35 159180. 336. 169. 30. 199 10 971.50 972.39 159292. 112. 56. 182. 238 11 971.50 972.39 159292. 0. 0. 182. 182 12 971.50 972.39 159292. 0. 0. 182. 182 13 971.50 972.58 159824. 532. 268. 182. 450 14 971.50 972.79 160412. 588. 296. 182. 478 15 971.50 972.97 160916. 504. 254. 30. 284 16 971.50 973.07 161210. 294. 148. 30. 178 17 971.50 972.98 160944. -266. -134. 334. 200 18 971.50 972.90 160720. -224. -113. 334. 221 19 971.50 972.81 160468. -252. -127. 334. 207 20 971.50 972.76 160328. -140. -71. 334. 263 21 971.50 972.65 160020. -308. -155. 334. 179 22 971.50 972.79 160412. 392. 198. 30. 228 23 971.50 972.90 160720. 308. 155. 30. 185 24 971.50 972.72 160216. -504. -254. 492. 238 25 971.50 972.50 159600. -616. -311. 490. 179 26 971.50 972.28 158984. -616. -311. 490. 179 27 971.50 972.15 158620. -364. -184. 490. 306 28 971.50 971.97 158116. -504. -254. 490. 236 29 971.50 972.13 158564. 448. 226. 30. 256 30 971.50 972.25 158900. 336. 169. 30. 199 31 971.50 972.18 158704. -196. -99. 286. 187 + ____________________________________________________________________________ TOTAL FOR MONTH................ 700. 2377. -2027. 6528. 6878. NET CHANGE IN DAY-SECOND-FEET.. 353. 350. 350. AVERAGE FLOW IN C.F.S.......... 11. 211. 222. CHANGE IN CONTENTS FOR MO.(4).. 700. (1) COMPUTATIONS BASED ON THE MAY 1965 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. 1 RESERVOIR INFLOW COMPUTATIONS (1) SMITH RIVER, VA. PHILPOTT LAKE FEBRUARY 1972 ELEVATION,NGVD29 TOTAL CHANGE IN CONTENTS FLOW, CFS + ________________ __________________ _________ (2) RULE RESERVOIR CONTENTS ACRE - DAY-SEC-FEET (3) DATE HOUR CURVE LEVEL AF FEET STORED DRAWDOWN OUTFLOW INFLOW + ____ ____ _____ _________ ________ _____ ______ ________ _______ ______ 971.50 972.18 158704. 1 971.53 972.14 158592. -112. -56. 286. 230 2 971.57 972.10 158480. -112. -56. 286. 230 3 971.60 972.08 158424. -56. -28. 651. 623 4 971.64 971.91 157948. -476. -240. 651. 411 5 971.67 972.09 158452. 504. 254. 30. 284 6 971.71 972.30 159040. 588. 296. 30. 326 7 971.74 972.30 159040. 0. 0. 258. 258 8 971.78 972.30 159040. 0. 0. 258. 258 9 971.81 972.28 158984. -56. -28. 262. 234 10 971.85 972.26 158928. -56. -28. 258. 230 11 971.88 972.24 158872. -56. -28. 258. 230 12 971.92 972.45 159460. 588. 296. 30. 326 13 971.95 973.34 162020. 2560. 1291. 30. 1321 14 971.99 973.50 162500. 480. 242. 286. 528 15 972.02 973.34 162020. -480. -242. 647. 405 16 972.05 973.13 161390. -630. -318. 647. 329 17 972.09 972.95 160860. -530. -267. 647. 380 18 972.12 972.74 160272. -588. -296. 647. 351 19 972.16 972.92 160776. 504. 254. 30. 284 20 972.19 973.11 161330. 554. 279. 30. 309 21 972.23 973.03 161090. -240. -121. 393. 272 22 972.26 973.00 161000. -90. -45. 392. 347 23 972.29 972.97 160916. -84. -42. 392. 350 24 972.33 972.95 160860. -56. -28. 386. 358 25 972.36 972.94 160832. -28. -14. 386. 372 26 972.40 973.23 161690. 858. 433. 30. 463 27 972.43 973.47 162410. 720. 363. 30. 393 28 972.47 973.46 162380. -30. -15. 386. 371 29 972.50 973.43 162290. -90. -45. 386. 341 + ____________________________________________________________________________ TOTAL FOR MONTH................ 3586. 3708. -1897. 9003. 10814. NET CHANGE IN DAY-SECOND-FEET.. 1808. 1811. 1811. AVERAGE FLOW IN C.F.S.......... 62. 310. 373. CHANGE IN CONTENTS FOR MO.(4).. 3586. (1) COMPUTATIONS BASED ON THE MAY 1965 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. 1 RESERVOIR INFLOW COMPUTATIONS (1) SMITH RIVER, VA. PHILPOTT LAKE MARCH 1972 ELEVATION,NGVD29 TOTAL CHANGE IN CONTENTS FLOW, CFS + ________________ __________________ _________ (2) RULE RESERVOIR CONTENTS ACRE - DAY-SEC-FEET (3) DATE HOUR CURVE LEVEL AF FEET STORED DRAWDOWN OUTFLOW INFLOW + ____ ____ _____ _________ ________ _____ ______ ________ _______ ______ 972.50 973.43 162290. 1 972.53 973.42 162260. -30. -15. 386. 371 2 972.56 973.40 162200. -60. -30. 386. 356 3 972.60 973.35 162050. -150. -76. 386. 310 4 972.63 973.53 162590. 540. 272. 30. 302 5 972.66 973.67 163010. 420. 212. 30. 242 6 972.69 973.48 162440. -570. -287. 543. 256 7 972.72 973.30 161900. -540. -272. 542. 270 8 972.76 973.10 161300. -600. -303. 542. 239 9 972.79 972.89 160692. -608. -307. 542. 235 10 972.82 972.66 160048. -644. -325. 542. 217 11 972.85 972.80 160440. 392. 198. 30. 228 12 972.88 972.94 160832. 392. 198. 30. 228 13 972.92 973.00 161000. 168. 85. 182. 267 14 972.95 973.02 161060. 60. 30. 182. 212 15 972.98 973.05 161150. 90. 45. 182. 227 16 973.01 973.16 161480. 330. 166. 182. 348 17 973.04 973.27 161810. 330. 166. 182. 348 18 973.08 973.41 162230. 420. 212. 30. 242 19 973.11 973.54 162620. 390. 197. 30. 227 20 973.14 973.58 162740. 120. 61. 182. 243 21 973.17 973.65 162950. 210. 106. 182. 288 22 973.21 974.15 164420. 1470. 741. 130. 871 23 973.24 974.33 164924. 504. 254. 130. 384 24 973.27 974.45 165260. 336. 169. 130. 299 25 973.30 974.65 165820. 560. 282. 30. 312 26 973.34 974.81 166268. 448. 226. 30. 256 27 973.37 974.57 165596. -672. -339. 641. 302 28 973.40 974.32 164896. -700. -353. 641. 288 29 973.43 974.07 164196. -700. -353. 641. 288 30 973.47 973.82 163460. -736. -371. 641. 270 31 973.50 973.61 162830. -630. -318. 641. 323 + ____________________________________________________________________________ TOTAL FOR MONTH................ 540. 3620. -3349. 8978. 9249. NET CHANGE IN DAY-SECOND-FEET.. 272. 271. 271. AVERAGE FLOW IN C.F.S.......... 9. 290. 298. CHANGE IN CONTENTS FOR MO.(4).. 540. (1) COMPUTATIONS BASED ON THE MAY 1965 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. 1 RESERVOIR INFLOW COMPUTATIONS (1) SMITH RIVER, VA. PHILPOTT LAKE APRIL 1972 ELEVATION,NGVD29 TOTAL CHANGE IN CONTENTS FLOW, CFS + ________________ __________________ _________ (2) RULE RESERVOIR CONTENTS ACRE - DAY-SEC-FEET (3) DATE HOUR CURVE LEVEL AF FEET STORED DRAWDOWN OUTFLOW INFLOW + ____ ____ _____ _________ ________ _____ ______ ________ _______ ______ 973.50 973.61 162830. 1 973.50 973.80 163400. 570. 287. 30. 317 2 973.50 973.95 163850. 450. 227. 30. 257 3 973.50 973.95 163850. 0. 0. 277. 277 4 973.50 973.94 163820. -30. -15. 277. 262 5 973.50 973.90 163700. -120. -61. 277. 216 6 973.50 973.87 163610. -90. -45. 282. 237 7 973.50 973.95 163850. 240. 121. 329. 450 8 973.50 974.55 165540. 1690. 852. 30. 882 9 973.50 974.80 166240. 700. 353. 30. 383 10 973.50 974.64 165792. -448. -226. 590. 364 11 973.50 974.46 165288. -504. -254. 589. 335 12 973.50 974.62 165736. 448. 226. 589. 815 13 973.50 974.62 165736. 0. 0. 589. 589 14 973.50 974.78 166184. 448. 226. 589. 815 15 973.50 975.18 167340. 1156. 583. 30. 613 16 973.50 975.50 168300. 960. 484. 30. 514 17 973.50 975.40 168000. -300. -151. 590. 439 18 973.50 975.20 167400. -600. -303. 671. 368 19 973.50 974.95 166660. -740. -373. 671. 298 20 973.50 974.71 165988. -672. -339. 671. 332 21 973.50 974.43 165204. -784. -395. 691. 296 22 973.50 974.83 166324. 1120. 565. 30. 595 23 973.50 975.10 167100. 776. 391. 30. 421 24 973.50 975.05 166950. -150. -76. 440. 364 25 973.50 974.81 166268. -682. -344. 681. 337 26 973.50 974.54 165512. -756. -381. 691. 310 27 973.50 974.25 164700. -812. -409. 691. 282 28 973.50 973.98 163940. -760. -383. 691. 308 29 973.50 974.13 164364. 424. 214. 30. 244 30 973.50 974.30 164840. 476. 250.(5) 30. 280 + ____________________________________________________________________________ TOTAL FOR MONTH................ 2010. 4779. -3755. 11176. 12200. NET CHANGE IN DAY-SECOND-FEET.. 1024. 1024. 1024. AVERAGE FLOW IN C.F.S.......... 34. 373. 407. CHANGE IN CONTENTS FOR MO.(4).. 2010. (1) COMPUTATIONS BASED ON THE MAY 1965 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). 1 RESERVOIR INFLOW COMPUTATIONS (1) SMITH RIVER, VA. PHILPOTT LAKE MAY 1972 ELEVATION,NGVD29 TOTAL CHANGE IN CONTENTS FLOW, CFS + ________________ __________________ _________ (2) RULE RESERVOIR CONTENTS ACRE - DAY-SEC-FEET (3) DATE HOUR CURVE LEVEL AF FEET STORED DRAWDOWN OUTFLOW INFLOW + ____ ____ _____ _________ ________ _____ ______ ________ _______ ______ 973.50 974.30 164840. 1 973.50 974.21 164588. -252. -127. 381. 254 2 973.50 974.15 164420. -168. -85. 381. 296 3 973.50 974.65 165820. 1400. 706. 381. 1087 4 973.50 975.10 167100. 1280. 645. 381. 1026 5 973.50 974.99 166772. -328. -165. 681. 516 6 973.50 975.20 167400. 628. 317. 30. 347 7 973.50 975.40 168000. 600. 303. 30. 333 8 973.50 975.26 167580. -420. -212. 681. 469 9 973.50 975.04 166920. -660. -333. 681. 348 10 973.50 974.80 166240. -680. -343. 681. 338 11 973.50 974.52 165456. -784. -395. 691. 296 12 973.50 974.22 164616. -840. -424. 691. 267 13 973.50 974.41 165148. 532. 268. 30. 298 14 973.50 975.12 167160. 2012. 1014. 30. 1044 15 973.50 975.25 167550. 390. 197. 487. 684 16 973.50 975.12 167160. -390. -197. 671. 474 17 973.50 974.89 166492. -668. -337. 681. 344 18 973.50 974.67 165876. -616. -311. 681. 370 19 973.50 974.47 165316. -560. -282. 681. 399 20 973.50 974.68 165904. 588. 296. 30. 326 21 973.50 974.85 166380. 476. 240. 30. 270 22 973.50 974.90 166520. 140. 71. 484. 555 23 973.50 974.95 166660. 140. 71. 487. 558 24 973.50 974.86 166408. -252. -127. 483. 356 25 973.50 974.75 166100. -308. -155. 487. 332 26 973.50 974.57 165596. -504. -254. 487. 233 27 973.50 974.73 166044. 448. 226. 30. 256 28 973.50 974.89 166492. 448. 226. 30. 256 29 973.50 975.05 166950. 458. 231. 30. 261 30 973.50 974.88 166464. -486. -245. 641. 396 31 973.50 974.78 166184. -280. -141. 641. 500 + ____________________________________________________________________________ TOTAL FOR MONTH................ 1344. 4811. -4133. 12811. 13489. NET CHANGE IN DAY-SECOND-FEET.. 678. 678. 678. AVERAGE FLOW IN C.F.S.......... 22. 413. 435. CHANGE IN CONTENTS FOR MO.(4).. 1344. (1) COMPUTATIONS BASED ON THE MAY 1965 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. 1 RESERVOIR INFLOW COMPUTATIONS (1) SMITH RIVER, VA. PHILPOTT LAKE JUNE 1972 ELEVATION,NGVD29 TOTAL CHANGE IN CONTENTS FLOW, CFS + ________________ __________________ _________ (2) RULE RESERVOIR CONTENTS ACRE - DAY-SEC-FEET (3) DATE HOUR CURVE LEVEL AF FEET STORED DRAWDOWN OUTFLOW INFLOW + ____ ____ _____ _________ ________ _____ ______ ________ _______ ______ 973.50 974.78 166184. 1 973.50 974.53 165484. -700. -353. 641. 288 2 973.50 974.27 164756. -728. -367. 641. 274 3 973.50 974.41 165148. 392. 198. 30. 228 4 973.50 974.53 165484. 336. 169. 30. 199 5 973.50 974.34 164952. -532. -268. 538. 270 6 973.50 974.13 164364. -588. -296. 538. 242 7 973.50 973.91 163730. -634. -320. 538. 218 8 973.50 973.66 162980. -750. -378. 538. 160 9 973.50 973.42 162260. -720. -363. 546. 183 10 973.50 973.55 162650. 390. 197. 30. 227 11 973.50 973.65 162950. 300. 151. 30. 181 12 973.50 973.64 162920. -30. -15. 180. 165 13 973.50 973.64 162920. 0. 0. 180. 180 14 973.50 973.67 163010. 90. 45. 180. 225 15 973.50 973.67 163010. 0. 0. 180. 180 16 973.50 973.68 163040. 30. 15. 180. 195 17 973.50 974.00 164000. 960. 484. 30. 514 18 973.50 974.38 165064. 1064. 536. 30. 566 19 973.50 974.50 165400. 336. 169. 180. 349 20 973.50 975.70 168900. 3500. 1765. 180. 1945 21 973.50 982.56 190092. 21192. 10684. 28. 10712 22 973.50 982.73 190636. 544. 274. 1185. 1459 23 973.50 981.72 187404. -3232. -1629. 2589. 960 24 973.50 979.97 181810. -5594. -2820. 3520. 700 25 973.50 978.10 176110. -5700. -2874. 3520. 646 26 973.50 976.84 172152. -3958. -1996. 2412. 416 27 973.50 976.22 170416. -1736. -875. 1338. 463 28 973.50 975.87 169410. -1006. -507. 1340. 833 29 973.50 975.62 168660. -750. -378. 1340. 962 30 973.50 975.06 166980. -1680. -847. 1340. 493 + ____________________________________________________________________________ TOTAL FOR MONTH................ 796. 14687. -14286. 24032. 24433. NET CHANGE IN DAY-SECOND-FEET.. 401. 401. 401. AVERAGE FLOW IN C.F.S.......... 13. 801. 814. CHANGE IN CONTENTS FOR MO.(4).. 796. (1) COMPUTATIONS BASED ON THE MAY 1965 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. 1 RESERVOIR INFLOW COMPUTATIONS (1) SMITH RIVER, VA. PHILPOTT LAKE JULY 1972 ELEVATION,NGVD29 TOTAL CHANGE IN CONTENTS FLOW, CFS + ________________ __________________ _________ (2) RULE RESERVOIR CONTENTS ACRE - DAY-SEC-FEET (3) DATE HOUR CURVE LEVEL AF FEET STORED DRAWDOWN OUTFLOW INFLOW + ____ ____ _____ _________ ________ _____ ______ ________ _______ ______ 973.50 975.06 166980. 1 973.50 975.34 167820. 840. 424. 30. 454 2 973.50 975.60 168600. 780. 393. 30. 423 3 973.50 975.38 167940. -660. -333. 683. 350 4 973.50 975.50 168300. 360. 182. 681. 863 5 973.50 978.45 177195. 8895. 4485. 671. 5156 6 973.50 978.53 177443. 248. 125. 887. 1012 7 973.50 978.10 176110. -1333. -672. 1320. 648 8 973.50 977.60 174520. -1590. -802. 1320. 518 9 973.50 977.05 172760. -1760. -887. 1320. 433 10 973.50 976.45 171060. -1700. -857. 1330. 473 11 973.50 975.84 169320. -1740. -877. 1340. 463 12 973.50 975.40 168000. -1320. -666. 1175. 509 13 973.50 975.25 167550. -450. -227. 681. 454 14 973.50 975.06 166980. -570. -287. 681. 394 15 973.50 975.28 167640. 660. 333. 30. 363 16 973.50 975.55 168450. 810. 408. 30. 438 17 973.50 975.35 167850. -600. -303. 681. 378 18 973.50 975.10 167100. -750. -378. 681. 303 19 973.50 974.86 166408. -692. -349. 681. 332 20 973.50 974.63 165764. -644. -325. 681. 356 21 973.50 974.35 164980. -784. -395. 691. 296 22 973.50 974.56 165568. 588. 296. 30. 326 23 973.50 974.72 166016. 448. 226. 30. 256 24 973.50 974.50 165400. -616. -311. 589. 278 25 973.50 974.28 164784. -616. -311. 589. 278 26 973.50 974.06 164168. -616. -311. 589. 278 27 973.50 973.85 163550. -618. -312. 589. 277 28 973.50 973.64 162920. -630. -318. 589. 271 29 973.50 973.96 163880. 960. 484. 30. 514 30 973.50 974.27 164756. 876. 442. 30. 472 31 973.50 974.32 164896. 140. 71. 282. 353 + ____________________________________________________________________________ TOTAL FOR MONTH................ -2084. 7869. -8921. 18971. 17919. NET CHANGE IN DAY-SECOND-FEET.. -1051. -1052. 1052. AVERAGE FLOW IN C.F.S.......... -34. 612. 578. CHANGE IN CONTENTS FOR MO.(4).. -2084. (1) COMPUTATIONS BASED ON THE MAY 1965 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. 1 RESERVOIR INFLOW COMPUTATIONS (1) SMITH RIVER, VA. PHILPOTT LAKE AUGUST 1972 ELEVATION,NGVD29 TOTAL CHANGE IN CONTENTS FLOW, CFS + ________________ __________________ _________ (2) RULE RESERVOIR CONTENTS ACRE - DAY-SEC-FEET (3) DATE HOUR CURVE LEVEL AF FEET STORED DRAWDOWN OUTFLOW INFLOW + ____ ____ _____ _________ ________ _____ ______ ________ _______ ______ 973.50 974.32 164896. 1 973.47 974.34 164952. 56. 28. 641. 669 2 973.44 974.28 164784. -168. -85. 641. 556 3 973.40 974.10 164280. -504. -254. 641. 387 4 973.37 973.93 163790. -490. -247. 641. 394 5 973.34 974.13 164364. 574. 289. 30. 319 6 973.31 974.27 164756. 392. 198. 30. 228 7 973.28 974.04 164112. -644. -325. 640. 315 8 973.24 973.79 163370. -742. -374. 641. 267 9 973.21 973.52 162560. -810. -408. 641. 233 10 973.18 973.23 161690. -870. -439. 651. 212 11 973.15 972.94 160832. -858. -433. 651. 218 12 973.12 973.08 161240. 408. 206. 30. 236 13 973.08 973.21 161630. 390. 197. 30. 227 14 973.05 973.20 161600. -30. -15. 234. 219 15 973.02 973.19 161570. -30. -15. 234. 219 16 972.99 973.18 161540. -30. -15. 234. 219 17 972.95 973.20 161600. 60. 30. 234. 264 18 972.92 973.22 161660. 60. 30. 234. 264 19 972.89 973.42 162260. 600. 303. 30. 333 20 972.86 973.55 162650. 390. 197. 30. 227 21 972.82 973.52 162560. -90. -45. 234. 189 22 972.79 973.50 162500. -60. -30. 234. 204 23 972.76 973.47 162410. -90. -45. 234. 189 24 972.73 973.44 162320. -90. -45. 234. 189 25 972.69 973.41 162230. -90. -45. 234. 189 26 972.66 973.51 162530. 300. 151. 30. 181 27 972.63 973.68 163040. 510. 257. 30. 287 28 972.60 973.68 163040. 0. 0. 231. 231 29 972.56 973.65 162950. -90. -45. 231. 186 30 972.53 973.60 162800. -150. -76. 231. 155 31 972.50 973.55 162650. -150. -76. 234. 158 + ____________________________________________________________________________ TOTAL FOR MONTH................ -2246. 1886. -3017. 9295. 8164. NET CHANGE IN DAY-SECOND-FEET.. -1132. -1131. 1131. AVERAGE FLOW IN C.F.S.......... -36. 300. 263. CHANGE IN CONTENTS FOR MO.(4).. -2246. (1) COMPUTATIONS BASED ON THE MAY 1965 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. 1 RESERVOIR INFLOW COMPUTATIONS (1) SMITH RIVER, VA. PHILPOTT LAKE SEPTEMBER 1972 ELEVATION,NGVD29 TOTAL CHANGE IN CONTENTS FLOW, CFS + ________________ __________________ _________ (2) RULE RESERVOIR CONTENTS ACRE - DAY-SEC-FEET (3) DATE HOUR CURVE LEVEL AF FEET STORED DRAWDOWN OUTFLOW INFLOW + ____ ____ _____ _________ ________ _____ ______ ________ _______ ______ 972.50 973.55 162650. 1 972.47 973.50 162500. -150. -76. 234. 158 2 972.43 973.60 162800. 300. 151. 30. 181 3 972.40 973.69 163070. 270. 136. 30. 166 4 972.37 973.80 163400. 330. 166. 30. 196 5 972.33 973.89 163670. 270. 136. 231. 367 6 972.30 973.87 163610. -60. -30. 231. 201 7 972.27 973.83 163490. -120. -61. 231. 170 8 972.23 973.79 163370. -120. -61. 231. 170 9 972.20 973.84 163520. 150. 76. 97. 173 10 972.17 973.91 163730. 210. 106. 30. 136 11 972.13 973.68 163040. -690. -348. 487. 139 12 972.10 973.43 162290. -750. -378. 494. 116 13 972.07 973.20 161600. -690. -348. 494. 146 14 972.03 973.00 161000. -600. -303. 442. 139 15 972.00 972.80 160440. -560. -282. 442. 160 16 971.97 972.89 160692. 252. 127. 30. 157 17 971.93 973.00 161000. 308. 155. 30. 185 18 971.90 972.96 160888. -112. -56. 234. 178 19 971.87 972.89 160692. -196. -99. 234. 135 20 971.83 972.82 160496. -196. -99. 234. 135 21 971.80 972.75 160300. -196. -99. 234. 135 22 971.77 972.68 160104. -196. -99. 234. 135 23 971.73 972.75 160300. 196. 99. 30. 129 24 971.70 972.82 160496. 196. 99. 30. 129 25 971.67 972.75 160300. -196. -99. 234. 135 26 971.63 972.68 160104. -196. -99. 234. 135 27 971.60 972.66 160048. -56. -28. 234. 206 28 971.57 972.66 160048. 0. 0. 234. 234 29 971.53 973.37 162110. 2062. 1040. 234. 1274 30 971.50 973.80 163400. 1290. 650. 30. 680 + ____________________________________________________________________________ TOTAL FOR MONTH................ 750. 2941. -2565. 6224. 6600. NET CHANGE IN DAY-SECOND-FEET.. 378. 376. 376. AVERAGE FLOW IN C.F.S.......... 13. 207. 220. CHANGE IN CONTENTS FOR MO.(4).. 750. (1) COMPUTATIONS BASED ON THE MAY 1965 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. 1 RESERVOIR INFLOW COMPUTATIONS (1) SMITH RIVER, VA. PHILPOTT LAKE OCTOBER 1972 ELEVATION,NGVD29 TOTAL CHANGE IN CONTENTS FLOW, CFS + ________________ __________________ _________ (2) RULE RESERVOIR CONTENTS ACRE - DAY-SEC-FEET (3) DATE HOUR CURVE LEVEL AF FEET STORED DRAWDOWN OUTFLOW INFLOW + ____ ____ _____ _________ ________ _____ ______ ________ _______ ______ 971.50 973.80 163400. 1 971.50 973.92 163760. 360. 182. 30. 212 2 971.50 973.68 163040. -720. -363. 538. 175 3 971.50 973.44 162320. -720. -363. 546. 183 4 971.50 973.20 161600. -720. -363. 546. 183 5 971.50 973.01 161030. -570. -287. 546. 259 6 971.50 972.81 160468. -562. -283. 546. 263 7 971.50 972.88 160664. 196. 99. 30. 129 8 971.50 972.98 160944. 280. 141. 30. 171 9 971.50 972.79 160412. -532. -268. 442. 174 10 971.50 972.58 159824. -588. -296. 442. 146 11 971.50 972.36 159208. -616. -311. 442. 131 12 971.50 972.18 158704. -504. -254. 442. 188 13 971.50 971.99 158172. -532. -268. 442. 174 14 971.50 972.06 158368. 196. 99. 30. 129 15 971.50 972.12 158536. 168. 85. 30. 115 16 971.50 972.11 158508. -28. -14. 182. 168 17 971.50 972.10 158480. -28. -14. 182. 168 18 971.50 972.09 158452. -28. -14. 182. 168 19 971.50 972.12 158536. 84. 42. 182. 224 20 971.50 972.09 158452. -84. -42. 182. 140 21 971.50 972.17 158676. 224. 113. 30. 143 22 971.50 972.24 158872. 196. 99. 30. 129 23 971.50 972.27 158956. 84. 42. 130. 172 24 971.50 972.28 158984. 28. 14. 130. 144 25 971.50 972.29 159012. 28. 14. 130. 144 26 971.50 972.30 159040. 28. 14. 130. 144 27 971.50 972.35 159180. 140. 71. 130. 201 28 971.50 972.60 159880. 700. 353. 30. 383 29 971.50 972.71 160188. 308. 149.(5) 30. 179 30 971.50 972.70 160160. -28. -14. 182. 168 31 971.50 972.70 160160. 0. 0. 182. 182 + ____________________________________________________________________________ TOTAL FOR MONTH................ -3240. 1517. -3154. 7126. 5489. NET CHANGE IN DAY-SECOND-FEET.. -1637. -1637. 1637. AVERAGE FLOW IN C.F.S.......... -53. 230. 177. CHANGE IN CONTENTS FOR MO.(4).. -3240. (1) COMPUTATIONS BASED ON THE MAY 1965 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). 1 RESERVOIR INFLOW COMPUTATIONS (1) SMITH RIVER, VA. PHILPOTT LAKE NOVEMBER 1972 ELEVATION,NGVD29 TOTAL CHANGE IN CONTENTS FLOW, CFS + ________________ __________________ _________ (2) RULE RESERVOIR CONTENTS ACRE - DAY-SEC-FEET (3) DATE HOUR CURVE LEVEL AF FEET STORED DRAWDOWN OUTFLOW INFLOW + ____ ____ _____ _________ ________ _____ ______ ________ _______ ______ 971.50 972.70 160160. 1 971.50 972.72 160216. 56. 28. 182. 210 2 971.50 972.74 160272. 56. 28. 182. 210 3 971.50 972.78 160384. 112. 56. 182. 238 4 971.50 972.90 160720. 336. 169. 30. 199 5 971.50 973.00 161000. 280. 141. 30. 171 6 971.50 972.81 160468. -532. -268. 491. 223 7 971.50 972.72 160216. -252. -127. 489. 362 8 971.50 972.78 160384. 168. 85. 489. 574 9 971.50 972.65 160020. -364. -184. 489. 305 10 971.50 972.46 159488. -532. -268. 489. 221 11 971.50 972.60 159880. 392. 198. 30. 228 12 971.50 972.74 160272. 392. 198. 30. 228 13 971.50 972.58 159824. -448. -226. 438. 212 14 971.50 973.70 163100. 3276. 1652. 437. 2089 15 971.50 973.58 162740. -360. -182. 641. 459 16 971.50 973.40 162200. -540. -272. 651. 379 17 971.50 973.15 161450. -750. -378. 651. 273 18 971.50 973.31 161930. 480. 242. 30. 272 19 971.50 973.80 163400. 1470. 741. 30. 771 20 971.50 973.88 163640. 240. 121. 641. 762 21 971.50 973.74 163220. -420. -212. 641. 429 22 971.50 973.52 162560. -660. -333. 641. 308 23 971.50 973.30 161900. -660. -333. 651. 318 24 971.50 973.05 161150. -750. -378. 651. 273 25 971.50 973.35 162050. 900. 454. 30. 484 26 971.50 973.71 163130. 1080. 545. 30. 575 27 971.50 973.58 162740. -390. -197. 538. 341 28 971.50 973.44 162320. -420. -212. 546. 334 29 971.50 973.27 161810. -510. -257. 546. 289 30 971.50 973.14 161420. -390. -197. 546. 349 + ____________________________________________________________________________ TOTAL FOR MONTH................ 1260. 4658. -4024. 11452. 12086. NET CHANGE IN DAY-SECOND-FEET.. 635. 634. 634. AVERAGE FLOW IN C.F.S.......... 21. 382. 403. CHANGE IN CONTENTS FOR MO.(4).. 1260. (1) COMPUTATIONS BASED ON THE MAY 1965 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. 1 RESERVOIR INFLOW COMPUTATIONS (1) SMITH RIVER, VA. PHILPOTT LAKE DECEMBER 1972 ELEVATION,NGVD29 TOTAL CHANGE IN CONTENTS FLOW, CFS + ________________ __________________ _________ (2) RULE RESERVOIR CONTENTS ACRE - DAY-SEC-FEET (3) DATE HOUR CURVE LEVEL AF FEET STORED DRAWDOWN OUTFLOW INFLOW + ____ ____ _____ _________ ________ _____ ______ ________ _______ ______ 971.50 973.14 161420. 1 971.50 973.00 161000. -420. -212. 546. 334 2 971.50 973.11 161330. 330. 166. 30. 196 3 971.50 973.29 161870. 540. 272. 30. 302 4 971.50 973.22 161660. -210. -106. 346. 240 5 971.50 973.18 161540. -120. -61. 346. 285 6 971.50 973.38 162140. 600. 303. 346. 649 7 971.50 973.42 162260. 120. 61. 346. 407 8 971.50 973.41 162230. -30. -15. 347. 332 9 971.50 973.65 162950. 720. 363. 30. 393 10 971.50 973.84 163520. 570. 287. 30. 317 11 971.50 973.63 162890. -630. -318. 641. 323 12 971.50 973.38 162140. -750. -378. 651. 273 13 971.50 973.15 161450. -690. -348. 651. 303 14 971.50 972.95 160860. -590. -297. 651. 354 15 971.50 973.17 161510. 650. 328. 651. 979 16 971.50 973.50 162500. 990. 499. 30. 529 17 971.50 973.75 163250. 750. 378. 30. 408 18 971.50 973.56 162680. -570. -287. 641. 354 19 971.50 973.34 162020. -660. -333. 651. 318 20 971.50 973.13 161390. -630. -318. 651. 333 21 971.50 973.15 161450. 60. 30. 651. 681 22 971.50 973.91 163730. 2280. 1150. 641. 1791 23 971.50 974.37 165036. 1306. 658. 30. 688 24 971.50 974.73 166044. 1008. 508. 30. 538 25 971.50 974.62 165736. -308. -155. 641. 486 26 971.50 974.45 165260. -476. -240. 641. 401 27 971.50 974.28 164784. -476. -240. 641. 401 28 971.50 974.07 164196. -588. -296. 641. 345 29 971.50 973.85 163550. -646. -326. 641. 315 30 971.50 974.08 164224. 674. 340. 30. 370 31 971.50 974.30 164840. 616. 311. 30. 341 + ____________________________________________________________________________ TOTAL FOR MONTH................ 3420. 5654. -3930. 12262. 13986. NET CHANGE IN DAY-SECOND-FEET.. 1724. 1724. 1724. AVERAGE FLOW IN C.F.S.......... 56. 396. 451. CHANGE IN CONTENTS FOR MO.(4).. 3420. (1) COMPUTATIONS BASED ON THE MAY 1965 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. 1 RESERVOIR INFLOW COMPUTATIONS (1) SMITH RIVER, VA. PHILPOTT LAKE JANUARY 1973 ELEVATION,NGVD29 TOTAL CHANGE IN CONTENTS FLOW, CFS + ________________ __________________ _________ (2) RULE RESERVOIR CONTENTS ACRE - DAY-SEC-FEET (3) DATE HOUR CURVE LEVEL AF FEET STORED DRAWDOWN OUTFLOW INFLOW + ____ ____ _____ _________ ________ _____ ______ ________ _______ ______ 971.50 974.30 164840. 1 971.50 974.12 164336. -504. -254. 641. 387 2 971.50 973.88 163640. -696. -351. 641. 290 3 971.50 973.70 163100. -540. -272. 641. 369 4 971.50 973.56 162680. -420. -212. 641. 429 5 971.50 973.38 162140. -540. -272. 651. 379 6 971.50 973.59 162770. 630. 318. 30. 348 7 971.50 973.80 163400. 630. 318. 30. 348 8 971.50 973.58 162740. -660. -333. 641. 308 9 971.50 973.36 162080. -660. -333. 651. 318 10 971.50 973.13 161390. -690. -348. 651. 303 11 971.50 972.88 160664. -726. -366. 651. 285 12 971.50 972.62 159936. -728. -367. 651. 284 13 971.50 972.79 160412. 476. 240. 30. 270 14 971.50 972.93 160804. 392. 198. 30. 228 15 971.50 972.66 160048. -756. -381. 651. 270 16 971.50 972.42 159376. -672. -339. 651. 312 17 971.50 972.14 158592. -784. -395. 651. 256 18 971.50 971.83 157724. -868. -438. 651. 213 19 971.50 971.61 157108. -616. -311. 651. 340 20 971.50 971.75 157500. 392. 198. 30. 228 21 971.50 971.90 157920. 420. 212. 30. 242 22 971.50 972.78 160384. 2464. 1242. 334. 1576 23 971.50 973.03 161090. 706. 356. 334. 690 24 971.50 973.11 161330. 240. 121. 334. 455 25 971.50 973.15 161450. 120. 61. 334. 395 26 971.50 973.24 161720. 270. 136. 334. 470 27 971.50 973.75 163250. 1530. 771. 30. 801 28 971.50 974.10 164280. 1030. 519. 30. 549 29 971.50 974.05 164140. -140. -71. 641. 570 30 971.50 973.87 163610. -530. -267. 641. 374 31 971.50 973.70 163100. -510. -257. 641. 384 + ____________________________________________________________________________ TOTAL FOR MONTH................ -1740. 4690. -5567. 13548. 12671. NET CHANGE IN DAY-SECOND-FEET.. -877. -877. 877. AVERAGE FLOW IN C.F.S.......... -28. 437. 409. CHANGE IN CONTENTS FOR MO.(4).. -1740. (1) COMPUTATIONS BASED ON THE MAY 1965 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. 1 RESERVOIR INFLOW COMPUTATIONS (1) SMITH RIVER, VA. PHILPOTT LAKE FEBRUARY 1973 ELEVATION,NGVD29 TOTAL CHANGE IN CONTENTS FLOW, CFS + ________________ __________________ _________ (2) RULE RESERVOIR CONTENTS ACRE - DAY-SEC-FEET (3) DATE HOUR CURVE LEVEL AF FEET STORED DRAWDOWN OUTFLOW INFLOW + ____ ____ _____ _________ ________ _____ ______ ________ _______ ______ 971.50 973.70 163100. 1 971.54 973.52 162560. -540. -272. 641. 369 2 971.57 976.30 170640. 8080. 4074. 641. 4715 3 971.61 976.54 171312. 672. 339. 848. 1187 4 971.64 976.28 170584. -728. -367. 1260. 893 5 971.68 975.87 169410. -1174. -592. 1145. 553 6 971.72 975.87 169410. 0. 0. 681. 681 7 971.75 975.87 169410. 0. 0. 681. 681 8 971.79 975.78 169140. -270. -136. 681. 545 9 971.82 975.68 168840. -300. -151. 681. 530 10 971.86 975.51 168330. -510. -257. 681. 424 11 971.90 975.40 168000. -330. -166. 681. 515 12 971.93 975.22 167460. -540. -272. 681. 409 13 971.97 975.02 166860. -600. -303. 681. 378 14 972.00 975.08 167040. 180. 91. 681. 772 15 972.04 975.00 166800. -240. -121. 681. 560 16 972.08 974.90 166520. -280. -141. 681. 540 17 972.11 974.74 166072. -448. -226. 681. 455 18 972.15 974.55 165540. -532. -268. 691. 423 19 972.18 974.37 165036. -504. -254. 691. 437 20 972.22 974.15 164420. -616. -311. 691. 380 21 972.25 973.95 163850. -570. -287. 691. 404 22 972.29 973.70 163100. -750. -378. 691. 313 23 972.32 973.42 162260. -840. -424. 691. 267 24 972.36 973.61 162830. 570. 287. 30. 317 25 972.39 973.78 163340. 510. 257. 30. 287 26 972.43 973.60 162800. -540. -272. 641. 369 27 972.46 973.40 162200. -600. -303. 651. 348 28 972.50 973.18 161540. -660. -333. 651. 318 + ____________________________________________________________________________ TOTAL FOR MONTH................ -1560. 5048. -5834. 18856. 18070. NET CHANGE IN DAY-SECOND-FEET.. -787. -786. 786. AVERAGE FLOW IN C.F.S.......... -28. 673. 645. CHANGE IN CONTENTS FOR MO.(4).. -1560. (1) COMPUTATIONS BASED ON THE MAY 1965 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. 1 RESERVOIR INFLOW COMPUTATIONS (1) SMITH RIVER, VA. PHILPOTT LAKE MARCH 1973 ELEVATION,NGVD29 TOTAL CHANGE IN CONTENTS FLOW, CFS + ________________ __________________ _________ (2) RULE RESERVOIR CONTENTS ACRE - DAY-SEC-FEET (3) DATE HOUR CURVE LEVEL AF FEET STORED DRAWDOWN OUTFLOW INFLOW + ____ ____ _____ _________ ________ _____ ______ ________ _______ ______ 972.50 973.18 161540. 1 972.53 972.95 160860. -680. -343. 651. 308 2 972.56 972.71 160188. -672. -339. 651. 312 3 972.60 973.12 161360. 1172. 591. 30. 621 4 972.63 973.45 162350. 990. 499. 30. 529 5 972.66 973.68 163040. 690. 348. 334. 682 6 972.69 973.65 162950. -90. -45. 641. 596 7 972.72 973.74 163220. 270. 136. 347. 483 8 972.76 973.68 163040. -180. -91. 641. 550 9 972.79 973.54 162620. -420. -212. 641. 429 10 972.82 973.82 163460. 840. 424. 30. 454 11 972.85 974.17 164476. 1016. 512. 30. 542 12 972.88 974.25 164700. 224. 113. 346. 459 13 972.92 974.32 164896. 196. 99. 346. 445 14 972.95 974.35 164980. 84. 42. 346. 388 15 972.98 974.42 165176. 196. 99. 348. 447 16 973.01 974.43 165204. 28. 14. 641. 655 17 973.04 975.47 168210. 3006. 1516. 30. 1546 18 973.08 975.88 169440. 1230. 620. 30. 650 19 973.11 975.85 169350. -90. -45. 641. 596 20 973.14 975.78 169140. -210. -106. 681. 575 21 973.17 975.72 168960. -180. -91. 681. 590 22 973.21 975.62 168660. -300. -151. 681. 530 23 973.24 975.47 168210. -450. -227. 681. 454 24 973.27 975.34 167820. -390. -197. 681. 484 25 973.30 975.40 168000. 180. 91. 681. 772 26 973.34 976.00 169800. 1800. 908. 846. 1754 27 973.37 975.62 168660. -1140. -575. 1340. 765 28 973.40 975.15 167250. -1410. -711. 1340. 629 29 973.43 974.67 165876. -1374. -693. 1340. 647 30 973.47 974.08 164224. -1652. -833. 1360. 527 31 973.50 974.57 165596. 1372. 692. 29. 721 + ____________________________________________________________________________ TOTAL FOR MONTH................ 4056. 6704. -4659. 17095. 19140. NET CHANGE IN DAY-SECOND-FEET.. 2045. 2045. 2045. AVERAGE FLOW IN C.F.S.......... 66. 551. 617. CHANGE IN CONTENTS FOR MO.(4).. 4056. (1) COMPUTATIONS BASED ON THE MAY 1965 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. 1 RESERVOIR INFLOW COMPUTATIONS (1) SMITH RIVER, VA. PHILPOTT LAKE APRIL 1973 ELEVATION,NGVD29 TOTAL CHANGE IN CONTENTS FLOW, CFS + ________________ __________________ _________ (2) RULE RESERVOIR CONTENTS ACRE - DAY-SEC-FEET (3) DATE HOUR CURVE LEVEL AF FEET STORED DRAWDOWN OUTFLOW INFLOW + ____ ____ _____ _________ ________ _____ ______ ________ _______ ______ 973.50 974.57 165596. 1 973.50 975.48 168240. 2644. 1333. 30. 1363 2 973.50 975.45 168150. -90. -45. 806. 761 3 973.50 975.00 166800. -1350. -681. 1340. 659 4 973.50 974.65 165820. -980. -494. 1340. 846 5 973.50 974.19 164532. -1288. -649. 1360. 711 6 973.50 973.66 162980. -1552. -782. 1360. 578 7 973.50 974.15 164420. 1440. 726. 29. 755 8 973.50 974.80 166240. 1820. 918. 30. 948 9 973.50 974.90 166520. 280. 141. 641. 782 10 973.50 975.00 166800. 280. 141. 641. 782 11 973.50 974.78 166184. -616. -311. 846. 535 12 973.50 974.31 164868. -1316. -663. 1360. 697 13 973.50 973.70 163100. -1768. -891. 1360. 469 14 973.50 974.02 164056. 956. 482. 29. 511 15 973.50 974.36 165008. 952. 480. 30. 510 16 973.50 974.25 164700. -308. -155. 641. 486 17 973.50 974.12 164336. -364. -184. 641. 457 18 973.50 974.00 164000. -336. -169. 645. 476 19 973.50 973.88 163640. -360. -182. 641. 459 20 973.50 973.74 163220. -420. -212. 641. 429 21 973.50 974.00 164000. 780. 393. 30. 423 22 973.50 974.25 164700. 700. 353. 30. 383 23 973.50 974.10 164280. -420. -212. 641. 429 24 973.50 973.92 163760. -520. -262. 641. 379 25 973.50 973.86 163580. -180. -91. 641. 550 26 973.50 974.05 164140. 560. 282. 641. 923 27 973.50 975.69 168870. 4730. 2385. 641. 3026 28 973.50 975.76 169080. 210. 106. 846. 952 29 973.50 975.60 168600. -480.(5) -253. 845. 592 30 973.50 975.54 168420. -180. -91. 679. 588 + ____________________________________________________________________________ TOTAL FOR MONTH................ 2824. 7740. -6327. 20046. 21459. NET CHANGE IN DAY-SECOND-FEET.. 1413. 1413. 1413. AVERAGE FLOW IN C.F.S.......... 47. 668. 715. CHANGE IN CONTENTS FOR MO.(4).. 2824. (1) COMPUTATIONS BASED ON THE MAY 1965 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). 1 RESERVOIR INFLOW COMPUTATIONS (1) SMITH RIVER, VA. PHILPOTT LAKE MAY 1973 ELEVATION,NGVD29 TOTAL CHANGE IN CONTENTS FLOW, CFS + ________________ __________________ _________ (2) RULE RESERVOIR CONTENTS ACRE - DAY-SEC-FEET (3) DATE HOUR CURVE LEVEL AF FEET STORED DRAWDOWN OUTFLOW INFLOW + ____ ____ _____ _________ ________ _____ ______ ________ _______ ______ 973.50 975.54 168420. 1 973.50 975.47 168210. -210. -106. 681. 575 2 973.50 975.35 167850. -360. -182. 681. 499 3 973.50 975.28 167640. -210. -106. 681. 575 4 973.50 975.10 167100. -540. -272. 681. 409 5 973.50 974.92 166576. -524. -264. 681. 417 6 973.50 974.78 166184. -392. -198. 681. 483 7 973.50 974.60 165680. -504. -254. 691. 437 8 973.50 974.56 165568. -112. -56. 691. 635 9 973.50 974.48 165344. -224. -113. 691. 578 10 973.50 974.30 164840. -504. -254. 691. 437 11 973.50 974.12 164336. -504. -254. 691. 437 12 973.50 974.36 165008. 672. 339. 30. 369 13 973.50 974.60 165680. 672. 339. 30. 369 14 973.50 974.43 165204. -476. -240. 641. 401 15 973.50 974.25 164700. -504. -254. 641. 387 16 973.50 974.05 164140. -560. -282. 641. 359 17 973.50 973.88 163640. -500. -252. 641. 389 18 973.50 973.68 163040. -600. -303. 641. 338 19 973.50 973.90 163700. 660. 333. 30. 363 20 973.50 974.11 164308. 608. 307. 30. 337 21 973.50 974.07 164196. -112. -56. 381. 325 22 973.50 974.02 164056. -140. -71. 380. 309 23 973.50 974.03 164084. 28. 14. 380. 394 24 973.50 974.05 164140. 56. 28. 380. 408 25 973.50 974.04 164112. -28. -14. 380. 366 26 973.50 974.26 164728. 616. 311. 30. 341 27 973.50 974.68 165904. 1176. 593. 30. 623 28 973.50 976.32 170696. 4792. 2416. 30. 2446 29 973.50 976.30 170640. -56. -28. 846. 818 30 973.50 975.75 169050. -1590. -802. 1340. 538 31 973.50 975.15 167250. -1800. -908. 1340. 432 + ____________________________________________________________________________ TOTAL FOR MONTH................ -1170. 4680. -5269. 16383. 15794. NET CHANGE IN DAY-SECOND-FEET.. -590. -589. 589. AVERAGE FLOW IN C.F.S.......... -19. 528. 509. CHANGE IN CONTENTS FOR MO.(4).. -1170. (1) COMPUTATIONS BASED ON THE MAY 1965 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. 1 RESERVOIR INFLOW COMPUTATIONS (1) SMITH RIVER, VA. PHILPOTT LAKE JUNE 1973 ELEVATION,NGVD29 TOTAL CHANGE IN CONTENTS FLOW, CFS + ________________ __________________ _________ (2) RULE RESERVOIR CONTENTS ACRE - DAY-SEC-FEET (3) DATE HOUR CURVE LEVEL AF FEET STORED DRAWDOWN OUTFLOW INFLOW + ____ ____ _____ _________ ________ _____ ______ ________ _______ ______ 973.50 975.15 167250. 1 973.50 974.49 165372. -1878. -947. 1350. 403 2 973.50 974.75 166100. 728. 367. 29. 396 3 973.50 974.97 166716. 616. 311. 30. 341 4 973.50 974.78 166184. -532. -268. 641. 373 5 973.50 974.62 165736. -448. -226. 641. 415 6 973.50 974.47 165316. -420. -212. 641. 429 7 973.50 974.28 164784. -532. -268. 641. 373 8 973.50 974.05 164140. -644. -325. 641. 316 9 973.50 974.34 164952. 812. 409. 30. 439 10 973.50 974.53 165484. 532. 268. 30. 298 11 973.50 974.38 165064. -420. -212. 538. 326 12 973.50 974.23 164644. -420. -212. 538. 326 13 973.50 974.07 164196. -448. -226. 538. 312 14 973.50 973.91 163730. -466. -235. 538. 303 15 973.50 973.77 163310. -420. -212. 538. 326 16 973.50 973.97 163910. 600. 303. 30. 333 17 973.50 974.36 165008. 1098. 554. 30. 584 18 973.50 974.40 165120. 112. 56. 384. 440 19 973.50 974.35 164980. -140. -71. 384. 313 20 973.50 974.34 164952. -28. -14. 384. 370 21 973.50 974.40 165120. 168. 85. 384. 469 22 973.50 974.47 165316. 196. 99. 384. 483 23 973.50 974.71 165988. 672. 339. 30. 369 24 973.50 974.90 166520. 532. 268. 30. 298 25 973.50 974.70 165960. -560. -282. 580. 298 26 973.50 974.48 165344. -616. -311. 580. 269 27 973.50 974.28 164784. -560. -282. 589. 307 28 973.50 974.13 164364. -420. -212. 589. 377 29 973.50 973.91 163730. -634. -320. 589. 269 30 973.50 974.06 164168. 438. 221. 30. 251 + ____________________________________________________________________________ TOTAL FOR MONTH................ -3082. 3280. -4835. 12361. 10806. NET CHANGE IN DAY-SECOND-FEET.. -1554. -1555. 1555. AVERAGE FLOW IN C.F.S.......... -52. 412. 360. CHANGE IN CONTENTS FOR MO.(4).. -3082. (1) COMPUTATIONS BASED ON THE MAY 1965 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. 1 RESERVOIR INFLOW COMPUTATIONS (1) SMITH RIVER, VA. PHILPOTT LAKE JULY 1973 ELEVATION,NGVD29 TOTAL CHANGE IN CONTENTS FLOW, CFS + ________________ __________________ _________ (2) RULE RESERVOIR CONTENTS ACRE - DAY-SEC-FEET (3) DATE HOUR CURVE LEVEL AF FEET STORED DRAWDOWN OUTFLOW INFLOW + ____ ____ _____ _________ ________ _____ ______ ________ _______ ______ 973.50 974.06 164168. 1 973.50 974.25 164700. 532. 268. 30. 298 2 973.50 974.12 164336. -364. -184. 436. 252 3 973.50 973.98 163940. -396. -200. 436. 236 4 973.50 973.93 163790. -150. -76. 436. 360 5 973.50 973.80 163400. -390. -197. 436. 239 6 973.50 973.66 162980. -420. -212. 436. 224 7 973.50 973.78 163340. 360. 182. 30. 212 8 973.50 973.93 163790. 450. 227. 30. 257 9 973.50 973.88 163640. -150. -76. 282. 206 10 973.50 973.84 163520. -120. -61. 282. 221 11 973.50 973.80 163400. -120. -61. 282. 221 12 973.50 973.74 163220. -180. -91. 282. 191 13 973.50 973.65 162950. -270. -136. 282. 146 14 973.50 973.81 163430. 480. 242. 30. 272 15 973.50 974.22 164616. 1186. 598. 30. 628 16 973.50 974.23 164644. 28. 14. 282. 296 17 973.50 974.28 164784. 140. 71. 282. 353 18 973.50 974.25 164700. -84. -42. 282. 240 19 973.50 974.20 164560. -140. -71. 282. 211 20 973.50 974.16 164448. -112. -56. 282. 226 21 973.50 974.29 164812. 364. 184. 30. 214 22 973.50 974.46 165288. 476. 240. 30. 270 23 973.50 974.34 164952. -336. -169. 436. 267 24 973.50 974.20 164560. -392. -198. 436. 238 25 973.50 974.04 164112. -448. -226. 436. 210 26 973.50 973.88 163640. -472. -238. 436. 198 27 973.50 973.72 163160. -480. -242. 436. 194 28 973.50 973.81 163430. 270. 136. 30. 166 29 973.50 973.93 163790. 360. 182. 30. 212 30 973.50 973.84 163520. -270. -136. 282. 146 31 973.50 973.78 163340. -180. -91. 282. 191 + ____________________________________________________________________________ TOTAL FOR MONTH................ -828. 2344. -2763. 8014. 7595. NET CHANGE IN DAY-SECOND-FEET.. -417. -419. 419. AVERAGE FLOW IN C.F.S.......... -14. 259. 245. CHANGE IN CONTENTS FOR MO.(4).. -828. (1) COMPUTATIONS BASED ON THE MAY 1965 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. 1 RESERVOIR INFLOW COMPUTATIONS (1) SMITH RIVER, VA. PHILPOTT LAKE AUGUST 1973 ELEVATION,NGVD29 TOTAL CHANGE IN CONTENTS FLOW, CFS + ________________ __________________ _________ (2) RULE RESERVOIR CONTENTS ACRE - DAY-SEC-FEET (3) DATE HOUR CURVE LEVEL AF FEET STORED DRAWDOWN OUTFLOW INFLOW + ____ ____ _____ _________ ________ _____ ______ ________ _______ ______ 973.50 973.78 163340. 1 973.47 973.92 163760. 420. 212. 282. 494 2 973.44 973.95 163850. 90. 45. 282. 327 3 973.40 974.07 164196. 346. 174. 282. 456 4 973.37 974.23 164644. 448. 226. 30. 256 5 973.34 974.38 165064. 420. 212. 30. 242 6 973.31 974.44 165232. 168. 85. 282. 367 7 973.28 974.40 165120. -112. -56. 282. 226 8 973.24 974.36 165008. -112. -56. 282. 226 9 973.21 974.32 164896. -112. -56. 282. 226 10 973.18 974.25 164700. -196. -99. 282. 183 11 973.15 974.35 164980. 280. 141. 30. 171 12 973.12 974.44 165232. 252. 127. 30. 157 13 973.08 974.18 164504. -728. -367. 590. 223 14 973.05 974.08 164224. -280. -141. 333. 192 15 973.02 973.78 163340. -884. -446. 590. 144 16 972.99 973.48 162440. -900. -454. 590. 136 17 972.95 973.19 161570. -870. -439. 598. 159 18 972.92 973.31 161930. 360. 182. 30. 212 19 972.89 973.40 162200. 270. 136. 30. 166 20 972.86 973.33 161990. -210. -106. 260. 154 21 972.82 973.26 161780. -210. -106. 259. 153 22 972.79 973.16 161480. -300. -151. 286. 135 23 972.76 973.07 161210. -270. -136. 286. 150 24 972.73 972.98 160944. -266. -134. 282. 148 25 972.69 973.03 161090. 146. 74. 30. 104 26 972.66 973.12 161360. 270. 136. 30. 166 27 972.63 972.98 160944. -416. -210. 333. 123 28 972.60 972.86 160608. -336. -169. 282. 113 29 972.56 972.75 160300. -308. -155. 282. 127 30 972.53 972.64 159992. -308. -155. 282. 127 31 972.50 972.52 159656. -336. -169. 282. 113 + ____________________________________________________________________________ TOTAL FOR MONTH................ -3684. 1750. -3605. 8031. 6176. NET CHANGE IN DAY-SECOND-FEET.. -1857. -1855. 1855. AVERAGE FLOW IN C.F.S.......... -60. 259. 199. CHANGE IN CONTENTS FOR MO.(4).. -3684. (1) COMPUTATIONS BASED ON THE MAY 1965 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. 1 RESERVOIR INFLOW COMPUTATIONS (1) SMITH RIVER, VA. PHILPOTT LAKE SEPTEMBER 1973 ELEVATION,NGVD29 TOTAL CHANGE IN CONTENTS FLOW, CFS + ________________ __________________ _________ (2) RULE RESERVOIR CONTENTS ACRE - DAY-SEC-FEET (3) DATE HOUR CURVE LEVEL AF FEET STORED DRAWDOWN OUTFLOW INFLOW + ____ ____ _____ _________ ________ _____ ______ ________ _______ ______ 972.50 972.52 159656. 1 972.47 972.60 159880. 224. 113. 30. 143 2 972.43 972.63 159964. 84. 42. 30. 72 3 972.40 972.55 159740. -224. -113. 231. 118 4 972.37 972.49 159572. -168. -85. 231. 146 5 972.33 972.44 159432. -140. -71. 231. 160 6 972.30 972.44 159432. 0. 0. 234. 234 7 972.27 972.37 159236. -196. -99. 231. 132 8 972.23 972.41 159348. 112. 56. 30. 86 9 972.20 972.50 159600. 252. 127. 30. 157 10 972.17 972.45 159460. -140. -71. 231. 160 11 972.13 972.37 159236. -224. -113. 231. 118 12 972.10 972.29 159012. -224. -113. 234. 121 13 972.07 972.22 158816. -196. -99. 234. 135 14 972.03 972.32 159096. 280. 141. 234. 375 15 972.00 972.44 159432. 336. 169. 30. 199 16 971.97 972.50 159600. 168. 85. 30. 115 17 971.93 972.43 159404. -196. -99. 234. 135 18 971.90 972.36 159208. -196. -99. 234. 135 19 971.87 972.26 158928. -280. -141. 231. 90 20 971.83 972.18 158704. -224. -113. 231. 118 21 971.80 972.08 158424. -280. -141. 234. 93 22 971.77 972.13 158564. 140. 71. 30. 101 23 971.73 972.21 158788. 224. 113. 30. 143 24 971.70 972.13 158564. -224. -113. 234. 121 25 971.67 972.04 158312. -252. -127. 234. 107 26 971.63 971.96 158088. -224. -113. 231. 118 27 971.60 971.88 157864. -224. -113. 231. 118 28 971.57 971.79 157612. -252. -127. 216. 89 29 971.53 971.86 157808. 196. 99. 30. 129 30 971.50 971.94 158032. 224. 113. 30. 143 + ____________________________________________________________________________ TOTAL FOR MONTH................ -1624. 1129. -1950. 4932. 4111. NET CHANGE IN DAY-SECOND-FEET.. -819. -821. 821. AVERAGE FLOW IN C.F.S.......... -27. 164. 137. CHANGE IN CONTENTS FOR MO.(4).. -1624. (1) COMPUTATIONS BASED ON THE MAY 1965 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. 1 RESERVOIR INFLOW COMPUTATIONS (1) SMITH RIVER, VA. PHILPOTT LAKE OCTOBER 1973 ELEVATION,NGVD29 TOTAL CHANGE IN CONTENTS FLOW, CFS + ________________ __________________ _________ (2) RULE RESERVOIR CONTENTS ACRE - DAY-SEC-FEET (3) DATE HOUR CURVE LEVEL AF FEET STORED DRAWDOWN OUTFLOW INFLOW + ____ ____ _____ _________ ________ _____ ______ ________ _______ ______ 971.50 971.94 158032. 1 971.50 972.08 158424. 392. 198. 182. 380 2 971.50 972.26 158928. 504. 254. 182. 436 3 971.50 972.27 158956. 28. 14. 182. 196 4 971.50 972.25 158900. -56. -28. 179. 151 5 971.50 972.21 158788. -112. -56. 182. 126 6 971.50 972.25 158900. 112. 56. 30. 86 7 971.50 972.31 159068. 168. 85. 30. 115 8 971.50 972.13 158564. -504. -254. 436. 182 9 971.50 971.92 157976. -588. -296. 442. 146 10 971.50 971.71 157388. -588. -296. 436. 140 11 971.50 971.48 156744. -644. -325. 442. 117 12 971.50 971.25 156100. -644. -325. 442. 117 13 971.50 971.30 156240. 140. 71. 30. 101 14 971.50 971.37 156436. 196. 99. 30. 129 15 971.50 971.32 156296. -140. -71. 179. 108 16 971.50 971.26 156128. -168. -85. 179. 94 17 971.50 971.19 155932. -196. -99. 179. 80 18 971.50 971.13 155764. -168. -85. 182. 97 19 971.50 971.06 155568. -196. -99. 182. 83 20 971.50 971.13 155764. 196. 99. 30. 129 21 971.50 971.18 155904. 140. 71. 30. 101 22 971.50 971.12 155736. -168. -85. 182. 97 23 971.50 971.07 155596. -140. -71. 182. 111 24 971.50 971.00 155400. -196. -99. 182. 83 25 971.50 970.95 155265. -135. -68. 182. 114 26 971.50 970.87 155049. -216. -109. 182. 73 27 971.50 970.93 155211. 162. 82. 30. 112 28 971.50 971.08 155624. 413. 200.(5) 30. 230 29 971.50 971.12 155736. 112. 56. 182. 238 30 971.50 971.05 155540. -196. -99. 179. 80 31 971.50 971.05 155540. 0. 0. 179. 179 + ____________________________________________________________________________ TOTAL FOR MONTH................ -2492. 1285. -2550. 5696. 4431. NET CHANGE IN DAY-SECOND-FEET.. -1265. -1265. 1265. AVERAGE FLOW IN C.F.S.......... -41. 184. 143. CHANGE IN CONTENTS FOR MO.(4).. -2492. (1) COMPUTATIONS BASED ON THE MAY 1965 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). 1 RESERVOIR INFLOW COMPUTATIONS (1) SMITH RIVER, VA. PHILPOTT LAKE NOVEMBER 1973 ELEVATION,NGVD29 TOTAL CHANGE IN CONTENTS FLOW, CFS + ________________ __________________ _________ (2) RULE RESERVOIR CONTENTS ACRE - DAY-SEC-FEET (3) DATE HOUR CURVE LEVEL AF FEET STORED DRAWDOWN OUTFLOW INFLOW + ____ ____ _____ _________ ________ _____ ______ ________ _______ ______ 971.50 971.05 155540. 1 971.50 971.01 155428. -112. -56. 182. 126 2 971.50 970.98 155346. -82. -41. 182. 141 3 971.50 971.10 155680. 334. 168. 30. 198 4 971.50 971.20 155960. 280. 141. 30. 171 5 971.50 971.20 155960. 0. 0. 182. 182 6 971.50 971.19 155932. -28. -14. 182. 168 7 971.50 971.18 155904. -28. -14. 182. 168 8 971.50 971.15 155820. -84. -42. 182. 140 9 971.50 971.12 155736. -84. -42. 182. 140 10 971.50 971.21 155988. 252. 127. 30. 157 11 971.50 971.29 156212. 224. 113. 30. 143 12 971.50 971.27 156156. -56. -28. 182. 154 13 971.50 971.24 156072. -84. -42. 182. 140 14 971.50 971.22 156016. -56. -28. 182. 154 15 971.50 971.19 155932. -84. -42. 182. 140 16 971.50 971.16 155848. -84. -42. 182. 140 17 971.50 971.22 156016. 168. 85. 30. 115 18 971.50 971.30 156240. 224. 113. 30. 143 19 971.50 971.27 156156. -84. -42. 182. 140 20 971.50 971.24 156072. -84. -42. 182. 140 21 971.50 971.24 156072. 0. 0. 182. 182 22 971.50 971.24 156072. 0. 0. 182. 182 23 971.50 971.19 155932. -140. -71. 182. 111 24 971.50 971.26 156128. 196. 99. 30. 129 25 971.50 971.32 156296. 168. 85. 30. 115 26 971.50 971.29 156212. -84. -42. 166. 124 27 971.50 971.27 156156. -56. -28. 164. 136 28 971.50 971.27 156156. 0. 0. 164. 164 29 971.50 971.25 156100. -56. -28. 164. 136 30 971.50 971.19 155932. -168. -85. 164. 79 + ____________________________________________________________________________ TOTAL FOR MONTH................ 392. 931. -729. 4156. 4358. NET CHANGE IN DAY-SECOND-FEET.. 198. 202. 202. AVERAGE FLOW IN C.F.S.......... 7. 139. 145. CHANGE IN CONTENTS FOR MO.(4).. 392. (1) COMPUTATIONS BASED ON THE MAY 1965 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. 1 RESERVOIR INFLOW COMPUTATIONS (1) SMITH RIVER, VA. PHILPOTT LAKE DECEMBER 1973 ELEVATION,NGVD29 TOTAL CHANGE IN CONTENTS FLOW, CFS + ________________ __________________ _________ (2) RULE RESERVOIR CONTENTS ACRE - DAY-SEC-FEET (3) DATE HOUR CURVE LEVEL AF FEET STORED DRAWDOWN OUTFLOW INFLOW + ____ ____ _____ _________ ________ _____ ______ ________ _______ ______ 971.50 971.19 155932. 1 971.50 971.26 156128. 196. 99. 30. 129 2 971.50 971.30 156240. 112. 56. 30. 86 3 971.50 971.24 156072. -168. -85. 182. 97 4 971.50 971.24 156072. 0. 0. 182. 182 5 971.50 971.68 157304. 1232. 621. 182. 803 6 971.50 971.75 157500. 196. 99. 182. 281 7 971.50 971.75 157500. 0. 0. 182. 182 8 971.50 971.90 157920. 420. 212. 30. 242 9 971.50 972.35 159180. 1260. 635. 30. 665 10 971.50 972.39 159292. 112. 56. 182. 238 11 971.50 972.40 159320. 28. 14. 182. 196 12 971.50 972.42 159376. 56. 28. 182. 210 13 971.50 972.48 159544. 168. 85. 182. 267 14 971.50 972.48 159544. 0. 0. 182. 182 15 971.50 972.60 159880. 336. 169. 30. 199 16 971.50 972.74 160272. 392. 198. 30. 228 17 971.50 972.56 159768. -504. -254. 439. 185 18 971.50 972.38 159264. -504. -254. 439. 185 19 971.50 972.18 158704. -560. -282. 437. 155 20 971.50 972.65 160020. 1316. 663. 437. 1100 21 971.50 973.38 162140. 2120. 1069. 437. 1506 22 971.50 973.27 161810. -330. -166. 652. 486 23 971.50 973.46 162380. 570. 287. 30. 317 24 971.50 973.22 161660. -720. -363. 652. 289 25 971.50 973.40 162200. 540. 272. 30. 302 26 971.50 974.50 165400. 3200. 1613. 643. 2256 27 971.50 974.78 166184. 784. 395. 641. 1036 28 971.50 974.76 166128. -56. -28. 641. 613 29 971.50 974.97 166716. 588. 296. 30. 326 30 971.50 975.20 167400. 684. 345. 30. 375 31 971.50 975.13 167190. -210. -106. 643. 537 + ____________________________________________________________________________ TOTAL FOR MONTH................ 11258. 7212. -1538. 8181. 13855. NET CHANGE IN DAY-SECOND-FEET.. 5676. 5674. 5674. AVERAGE FLOW IN C.F.S.......... 183. 264. 447. CHANGE IN CONTENTS FOR MO.(4).. 11258. (1) COMPUTATIONS BASED ON THE MAY 1965 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. 1 RESERVOIR INFLOW COMPUTATIONS (1) SMITH RIVER, VA. PHILPOTT LAKE JANUARY 1974 ELEVATION,NGVD29 TOTAL CHANGE IN CONTENTS FLOW, CFS + ________________ __________________ _________ (2) RULE RESERVOIR CONTENTS ACRE - DAY-SEC-FEET (3) DATE HOUR CURVE LEVEL AF FEET STORED DRAWDOWN OUTFLOW INFLOW + ____ ____ _____ _________ ________ _____ ______ ________ _______ ______ 971.50 975.13 167190. 1 971.50 975.46 168180. 990. 499. 30. 529 2 971.50 975.32 167760. -420. -212. 643. 431 3 971.50 975.13 167190. -570. -287. 641. 354 4 971.50 974.95 166660. -530. -267. 641. 374 5 971.50 974.72 166016. -644. -325. 643. 318 6 971.50 974.94 166632. 616. 311. 30. 341 7 971.50 974.62 165736. -896. -452. 746. 294 8 971.50 974.32 164896. -840. -424. 743. 319 9 971.50 974.08 164224. -672. -339. 743. 404 10 971.50 973.78 163340. -884. -446. 743. 297 11 971.50 973.50 162500. -840. -424. 743. 319 12 971.50 973.20 161600. -900. -454. 743. 289 13 971.50 973.34 162020. 420. 212. 30. 242 14 971.50 973.10 161300. -720. -363. 651. 288 15 971.50 972.80 160440. -860. -434. 641. 207 16 971.50 972.55 159740. -700. -353. 641. 288 17 971.50 972.28 158984. -756. -381. 641. 260 18 971.50 971.95 158060. -924. -466. 651. 185 19 971.50 972.09 158452. 392. 198. 30. 228 20 971.50 972.26 158928. 476. 240. 30. 270 21 971.50 973.47 162410. 3482. 1756. 388. 2144 22 971.50 973.70 163100. 690. 348. 386. 734 23 971.50 973.74 163220. 120. 61. 380. 441 24 971.50 973.78 163340. 120. 61. 380. 441 25 971.50 973.79 163370. 30. 15. 380. 395 26 971.50 974.11 164308. 938. 473. 30. 503 27 971.50 974.40 165120. 812. 409. 30. 439 28 971.50 974.27 164756. -364. -184. 643. 459 29 971.50 974.10 164280. -476. -240. 641. 401 30 971.50 973.88 163640. -640. -323. 641. 318 31 971.50 973.65 162950. -690. -348. 641. 293 + ____________________________________________________________________________ TOTAL FOR MONTH................ -4240. 4583. -6722. 14944. 12805. NET CHANGE IN DAY-SECOND-FEET.. -2138. -2139. 2139. AVERAGE FLOW IN C.F.S.......... -69. 482. 413. CHANGE IN CONTENTS FOR MO.(4).. -4240. (1) COMPUTATIONS BASED ON THE MAY 1965 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. 1 RESERVOIR INFLOW COMPUTATIONS (1) SMITH RIVER, VA. PHILPOTT LAKE FEBRUARY 1974 ELEVATION,NGVD29 TOTAL CHANGE IN CONTENTS FLOW, CFS + ________________ __________________ _________ (2) RULE RESERVOIR CONTENTS ACRE - DAY-SEC-FEET (3) DATE HOUR CURVE LEVEL AF FEET STORED DRAWDOWN OUTFLOW INFLOW + ____ ____ _____ _________ ________ _____ ______ ________ _______ ______ 971.50 973.65 162950. 1 971.54 973.42 162260. -690. -348. 641. 293 2 971.57 973.61 162830. 570. 287. 30. 317 3 971.61 973.85 163550. 720. 363. 30. 393 4 971.64 973.64 162920. -630. -318. 643. 325 5 971.68 973.38 162140. -780. -393. 641. 248 6 971.72 973.15 161450. -690. -348. 641. 293 7 971.75 972.95 160860. -590. -297. 641. 344 8 971.79 972.75 160300. -560. -282. 641. 359 9 971.82 972.94 160832. 532. 268. 30. 298 10 971.86 973.08 161240. 408. 206. 30. 236 11 971.90 972.91 160748. -492. -248. 491. 243 12 971.93 972.78 160384. -364. -184. 489. 305 13 971.97 972.63 159964. -420. -212. 489. 277 14 972.00 972.48 159544. -420. -212. 489. 277 15 972.04 972.33 159124. -420. -212. 489. 277 16 972.08 972.53 159684. 560. 282. 30. 312 17 972.11 972.73 160244. 560. 282. 30. 312 18 972.15 972.73 160244. 0. 0. 184. 184 19 972.18 972.92 160776. 532. 268. 182. 450 20 972.22 973.01 161030. 254. 128. 182. 310 21 972.25 973.08 161240. 210. 106. 182. 288 22 972.29 973.43 162290. 1050. 529. 182. 711 23 972.32 973.75 163250. 960. 484. 30. 514 24 972.36 973.97 163910. 660. 333. 30. 363 25 972.39 973.86 163580. -330. -166. 484. 318 26 972.43 973.69 163070. -510. -257. 482. 225 27 972.46 973.52 162560. -510. -257. 482. 225 28 972.50 973.33 161990. -570. -287. 490. 203 + ____________________________________________________________________________ TOTAL FOR MONTH................ -960. 3536. -4021. 9385. 8900. NET CHANGE IN DAY-SECOND-FEET.. -484. -485. 485. AVERAGE FLOW IN C.F.S.......... -17. 335. 318. CHANGE IN CONTENTS FOR MO.(4).. -960. (1) COMPUTATIONS BASED ON THE MAY 1965 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. 1 RESERVOIR INFLOW COMPUTATIONS (1) SMITH RIVER, VA. PHILPOTT LAKE MARCH 1974 ELEVATION,NGVD29 TOTAL CHANGE IN CONTENTS FLOW, CFS + ________________ __________________ _________ (2) RULE RESERVOIR CONTENTS ACRE - DAY-SEC-FEET (3) DATE HOUR CURVE LEVEL AF FEET STORED DRAWDOWN OUTFLOW INFLOW + ____ ____ _____ _________ ________ _____ ______ ________ _______ ______ 972.50 973.33 161990. 1 972.53 973.20 161600. -390. -197. 490. 293 2 972.56 973.30 161900. 300. 151. 30. 181 3 972.60 973.45 162350. 450. 227. 30. 257 4 972.63 973.32 161960. -390. -197. 387. 190 5 972.66 973.22 161660. -300. -151. 384. 233 6 972.69 973.10 161300. -360. -182. 386. 204 7 972.72 972.97 160916. -384. -194. 380. 186 8 972.76 972.84 160552. -364. -184. 386. 202 9 972.79 972.97 160916. 364. 184. 30. 214 10 972.82 973.06 161180. 264. 133. 30. 163 11 972.85 973.10 161300. 120. 61. 181. 242 12 972.88 973.14 161420. 120. 61. 179. 240 13 972.92 973.16 161480. 60. 30. 179. 209 14 972.95 973.17 161510. 30. 15. 179. 194 15 972.98 973.19 161570. 60. 30. 182. 212 16 973.01 973.29 161870. 300. 151. 30. 181 17 973.04 973.38 162140. 270. 136. 30. 166 18 973.08 973.36 162080. -60. -30. 181. 151 19 973.11 973.40 162200. 120. 61. 179. 240 20 973.14 973.42 162260. 60. 30. 179. 209 21 973.17 973.60 162800. 540. 272. 179. 451 22 973.21 973.67 163010. 210. 106. 179. 285 23 973.24 973.83 163490. 480. 242. 30. 272 24 973.27 973.94 163820. 330. 166. 30. 196 25 973.30 973.87 163610. -210. -106. 284. 178 26 973.34 973.86 163580. -30. -15. 282. 267 27 973.37 973.81 163430. -150. -76. 282. 206 28 973.40 973.77 163310. -120. -61. 282. 221 29 973.43 973.80 163400. 90. 45. 282. 327 30 973.47 974.09 164252. 852. 430. 30. 460 31 973.50 974.29 164812. 560. 282. 30. 312 + ____________________________________________________________________________ TOTAL FOR MONTH................ 2822. 2813. -1393. 5922. 7342. NET CHANGE IN DAY-SECOND-FEET.. 1423. 1420. 1420. AVERAGE FLOW IN C.F.S.......... 46. 191. 237. CHANGE IN CONTENTS FOR MO.(4).. 2822. (1) COMPUTATIONS BASED ON THE MAY 1965 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. 1 RESERVOIR INFLOW COMPUTATIONS (1) SMITH RIVER, VA. PHILPOTT LAKE APRIL 1974 ELEVATION,NGVD29 TOTAL CHANGE IN CONTENTS FLOW, CFS + ________________ __________________ _________ (2) RULE RESERVOIR CONTENTS ACRE - DAY-SEC-FEET (3) DATE HOUR CURVE LEVEL AF FEET STORED DRAWDOWN OUTFLOW INFLOW + ____ ____ _____ _________ ________ _____ ______ ________ _______ ______ 973.50 974.29 164812. 1 973.50 974.30 164840. 28. 14. 284. 298 2 973.50 974.29 164812. -28. -14. 282. 268 3 973.50 974.05 164140. -672. -339. 641. 302 4 973.50 975.50 168300. 4160. 2097. 634. 2731 5 973.50 976.04 169912. 1612. 813. 631. 1444 6 973.50 976.07 169996. 84. 42. 732. 774 7 973.50 976.40 170920. 924. 466. 30. 496 8 973.50 976.22 170416. -504. -254. 734. 480 9 973.50 976.00 169800. -616. -311. 743. 432 10 973.50 975.75 169050. -750. -378. 743. 365 11 973.50 975.45 168150. -900. -454. 743. 289 12 973.50 975.22 167460. -690. -348. 743. 395 13 973.50 975.39 167970. 510. 257. 30. 287 14 973.50 975.60 168600. 630. 318. 30. 348 15 973.50 975.30 167700. -900. -454. 745. 291 16 973.50 975.00 166800. -900. -454. 731. 277 17 973.50 974.67 165876. -924. -466. 731. 265 18 973.50 974.35 164980. -896. -452. 743. 291 19 973.50 974.00 164000. -980. -494. 743. 249 20 973.50 974.17 164476. 476. 240. 30. 270 21 973.50 974.30 164840. 364. 184. 30. 214 22 973.50 974.20 164560. -280. -141. 431. 290 23 973.50 974.10 164280. -280. -141. 431. 290 24 973.50 973.95 163850. -430. -217. 431. 214 25 973.50 973.82 163460. -390. -197. 431. 234 26 973.50 973.66 162980. -480. -242. 431. 189 27 973.50 973.77 163310. 330. 174.(5) 30. 204 28 973.50 973.92 163760. 450. 227. 30. 257 29 973.50 973.85 163550. -210. -106. 278. 172 30 973.50 973.80 163400. -150. -76. 276. 200 + ____________________________________________________________________________ TOTAL FOR MONTH................ -1412. 4832. -5538. 13522. 12816. NET CHANGE IN DAY-SECOND-FEET.. -706. -706. 706. AVERAGE FLOW IN C.F.S.......... -24. 451. 427. CHANGE IN CONTENTS FOR MO.(4).. -1412. (1) COMPUTATIONS BASED ON THE MAY 1965 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). 1 RESERVOIR INFLOW COMPUTATIONS (1) SMITH RIVER, VA. PHILPOTT LAKE MAY 1974 ELEVATION,NGVD29 TOTAL CHANGE IN CONTENTS FLOW, CFS + ________________ __________________ _________ (2) RULE RESERVOIR CONTENTS ACRE - DAY-SEC-FEET (3) DATE HOUR CURVE LEVEL AF FEET STORED DRAWDOWN OUTFLOW INFLOW + ____ ____ _____ _________ ________ _____ ______ ________ _______ ______ 973.50 973.80 163400. 1 973.50 973.76 163280. -120. -61. 278. 217 2 973.50 973.78 163340. 60. 30. 277. 307 3 973.50 973.78 163340. 0. 0. 277. 277 4 973.50 973.91 163730. 390. 197. 30. 227 5 973.50 974.08 164224. 494. 249. 30. 279 6 973.50 974.12 164336. 112. 56. 179. 235 7 973.50 974.14 164392. 56. 28. 179. 207 8 973.50 974.16 164448. 56. 28. 179. 207 9 973.50 974.43 165204. 756. 381. 179. 560 10 973.50 974.58 165624. 420. 212. 179. 391 11 973.50 974.73 166044. 420. 212. 30. 242 12 973.50 975.40 168000. 1956. 986. 30. 1016 13 973.50 975.60 168600. 600. 303. 277. 580 14 973.50 975.30 167700. -900. -454. 790. 336 15 973.50 974.97 166716. -984. -496. 778. 282 16 973.50 974.62 165736. -980. -494. 778. 284 17 973.50 974.24 164672. -1064. -536. 790. 254 18 973.50 974.41 165148. 476. 240. 30. 270 19 973.50 974.68 165904. 756. 381. 30. 411 20 973.50 974.57 165596. -308. -155. 475. 320 21 973.50 974.42 165176. -420. -212. 482. 270 22 973.50 974.25 164700. -476. -240. 487. 247 23 973.50 974.32 164896. 196. 99. 487. 586 24 973.50 974.19 164532. -364. -184. 487. 303 25 973.50 974.30 164840. 308. 155. 30. 185 26 973.50 974.46 165288. 448. 226. 30. 256 27 973.50 974.33 164924. -364. -184. 538. 354 28 973.50 974.10 164280. -644. -325. 538. 213 29 973.50 973.88 163640. -640. -323. 538. 215 30 973.50 973.67 163010. -630. -318. 538. 220 31 973.50 973.45 162350. -660. -333. 538. 205 + ____________________________________________________________________________ TOTAL FOR MONTH................ -1050. 3783. -4315. 10488. 9956. NET CHANGE IN DAY-SECOND-FEET.. -529. -532. 532. AVERAGE FLOW IN C.F.S.......... -17. 338. 321. CHANGE IN CONTENTS FOR MO.(4).. -1050. (1) COMPUTATIONS BASED ON THE MAY 1965 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. 1 RESERVOIR INFLOW COMPUTATIONS (1) SMITH RIVER, VA. PHILPOTT LAKE JUNE 1974 ELEVATION,NGVD29 TOTAL CHANGE IN CONTENTS FLOW, CFS + ________________ __________________ _________ (2) RULE RESERVOIR CONTENTS ACRE - DAY-SEC-FEET (3) DATE HOUR CURVE LEVEL AF FEET STORED DRAWDOWN OUTFLOW INFLOW + ____ ____ _____ _________ ________ _____ ______ ________ _______ ______ 973.50 973.45 162350. 1 973.50 973.65 162950. 600. 303. 30. 333 2 973.50 974.50 165400. 2450. 1235. 30. 1265 3 973.50 974.63 165764. 364. 184. 231. 415 4 973.50 974.40 165120. -644. -325. 641. 316 5 973.50 974.15 164420. -700. -353. 641. 288 6 973.50 973.91 163730. -690. -348. 641. 293 7 973.50 973.63 162890. -840. -424. 641. 217 8 973.50 973.71 163130. 240. 121. 119. 240 9 973.50 973.85 163550. 420. 212. 30. 242 10 973.50 973.86 163580. 30. 15. 231. 246 11 973.50 973.85 163550. -30. -15. 231. 216 12 973.50 973.82 163460. -90. -45. 231. 186 13 973.50 973.78 163340. -120. -61. 231. 170 14 973.50 973.82 163460. 120. 61. 231. 292 15 973.50 973.96 163880. 420. 212. 30. 242 16 973.50 974.10 164280. 400. 202. 30. 232 17 973.50 974.07 164196. -84. -42. 231. 189 18 973.50 974.03 164084. -112. -56. 231. 175 19 973.50 973.98 163940. -144. -73. 231. 158 20 973.50 973.93 163790. -150. -76. 231. 155 21 973.50 973.89 163670. -120. -61. 231. 170 22 973.50 973.97 163910. 240. 121. 30. 151 23 973.50 974.05 164140. 230. 116. 30. 146 24 973.50 973.98 163940. -200. -101. 231. 130 25 973.50 973.95 163850. -90. -45. 231. 186 26 973.50 973.93 163790. -60. -30. 231. 201 27 973.50 973.91 163730. -60. -30. 231. 201 28 973.50 973.97 163910. 180. 91. 231. 322 29 973.50 974.18 164504. 594. 299. 30. 329 30 973.50 974.27 164756. 252. 127. 30. 157 + ____________________________________________________________________________ TOTAL FOR MONTH................ 2406. 3299. -2085. 6649. 7863. NET CHANGE IN DAY-SECOND-FEET.. 1213. 1214. 1214. AVERAGE FLOW IN C.F.S.......... 40. 222. 262. CHANGE IN CONTENTS FOR MO.(4).. 2406. (1) COMPUTATIONS BASED ON THE MAY 1965 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. 1 RESERVOIR INFLOW COMPUTATIONS (1) SMITH RIVER, VA. PHILPOTT LAKE JULY 1974 ELEVATION,NGVD29 TOTAL CHANGE IN CONTENTS FLOW, CFS + ________________ __________________ _________ (2) RULE RESERVOIR CONTENTS ACRE - DAY-SEC-FEET (3) DATE HOUR CURVE LEVEL AF FEET STORED DRAWDOWN OUTFLOW INFLOW + ____ ____ _____ _________ ________ _____ ______ ________ _______ ______ 973.50 974.27 164756. 1 973.50 974.19 164532. -224. -113. 282. 169 2 973.50 974.11 164308. -224. -113. 282. 169 3 973.50 974.01 164028. -280. -141. 282. 141 4 973.50 973.91 163730. -298. -150. 282. 132 5 973.50 973.81 163430. -300. -151. 282. 131 6 973.50 973.96 163880. 450. 227. 30. 257 7 973.50 974.06 164168. 288. 145. 30. 175 8 973.50 973.98 163940. -228. -115. 282. 167 9 973.50 973.89 163670. -270. -136. 282. 146 10 973.50 973.78 163340. -330. -166. 282. 116 11 973.50 973.68 163040. -300. -151. 282. 131 12 973.50 973.56 162680. -360. -182. 282. 100 13 973.50 973.61 162830. 150. 76. 30. 106 14 973.50 973.67 163010. 180. 91. 30. 121 15 973.50 973.57 162710. -300. -151. 282. 131 16 973.50 973.45 162350. -360. -182. 282. 100 17 973.50 973.33 161990. -360. -182. 282. 100 18 973.50 973.21 161630. -360. -182. 282. 100 19 973.50 973.09 161270. -360. -182. 282. 100 20 973.50 973.13 161390. 120. 61. 30. 91 21 973.50 973.18 161540. 150. 76. 30. 106 22 973.50 973.06 161180. -360. -182. 282. 100 23 973.50 972.94 160832. -348. -175. 279. 104 24 973.50 972.87 160636. -196. -99. 282. 183 25 973.50 972.75 160300. -336. -169. 282. 113 26 973.50 973.80 163400. 3100. 1563. 277. 1840 27 973.50 973.94 163820. 420. 212. 30. 242 28 973.50 974.05 164140. 320. 161. 30. 191 29 973.50 973.71 163130. -1010. -509. 641. 132 30 973.50 973.35 162050. -1080. -545. 641. 96 31 973.50 972.98 160944. -1106. -558. 641. 83 + ____________________________________________________________________________ TOTAL FOR MONTH................ -3812. 2612. -4534. 7795. 5873. NET CHANGE IN DAY-SECOND-FEET.. -1922. -1922. 1922. AVERAGE FLOW IN C.F.S.......... -62. 251. 189. CHANGE IN CONTENTS FOR MO.(4).. -3812. (1) COMPUTATIONS BASED ON THE MAY 1965 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. 1 RESERVOIR INFLOW COMPUTATIONS (1) SMITH RIVER, VA. PHILPOTT LAKE AUGUST 1974 ELEVATION,NGVD29 TOTAL CHANGE IN CONTENTS FLOW, CFS + ________________ __________________ _________ (2) RULE RESERVOIR CONTENTS ACRE - DAY-SEC-FEET (3) DATE HOUR CURVE LEVEL AF FEET STORED DRAWDOWN OUTFLOW INFLOW + ____ ____ _____ _________ ________ _____ ______ ________ _______ ______ 973.50 972.98 160944. 1 973.47 972.59 159852. -1092. -551. 641. 90 2 973.44 972.21 158788. -1064. -536. 651. 115 3 973.40 972.40 159320. 532. 268. 30. 298 4 973.37 972.67 160076. 756. 381. 30. 411 5 973.34 972.65 160020. -56. -28. 282. 254 6 973.31 972.55 159740. -280. -141. 282. 141 7 973.28 972.46 159488. -252. -127. 282. 155 8 973.24 972.47 159516. 28. 14. 282. 296 9 973.21 972.39 159292. -224. -113. 282. 169 10 973.18 972.50 159600. 308. 155. 30. 185 11 973.15 972.59 159852. 252. 127. 30. 157 12 973.12 972.49 159572. -280. -141. 282. 141 13 973.08 972.38 159264. -308. -155. 282. 127 14 973.05 972.26 158928. -336. -169. 282. 113 15 973.02 972.14 158592. -336. -169. 282. 113 16 972.99 972.02 158256. -336. -169. 279. 110 17 972.95 972.09 158452. 196. 99. 20. 119 18 972.92 972.14 158592. 140. 71. 20. 91 19 972.89 972.05 158340. -252. -127. 275. 148 20 972.86 972.04 158312. -28. -14. 275. 261 21 972.82 971.96 158088. -224. -113. 279. 166 22 972.79 971.84 157752. -336. -169. 279. 110 23 972.76 971.77 157556. -196. -99. 275. 176 24 972.73 971.88 157864. 308. 155. 20. 175 25 972.69 971.96 158088. 224. 113. 20. 133 26 972.66 971.84 157752. -336. -169. 275. 106 27 972.63 971.70 157360. -392. -198. 275. 77 28 972.60 971.59 157052. -308. -155. 275. 120 29 972.56 971.46 156688. -364. -184. 279. 95 30 972.53 971.32 156296. -392. -198. 275. 77 31 972.50 971.42 156576. 280. 141. 20. 161 + ____________________________________________________________________________ TOTAL FOR MONTH................ -4368. 1524. -3725. 7091. 4890. NET CHANGE IN DAY-SECOND-FEET.. -2202. -2201. 2201. AVERAGE FLOW IN C.F.S.......... -71. 229. 158. CHANGE IN CONTENTS FOR MO.(4).. -4368. (1) COMPUTATIONS BASED ON THE MAY 1965 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. 1 RESERVOIR INFLOW COMPUTATIONS (1) SMITH RIVER, VA. PHILPOTT LAKE SEPTEMBER 1974 ELEVATION,NGVD29 TOTAL CHANGE IN CONTENTS FLOW, CFS + ________________ __________________ _________ (2) RULE RESERVOIR CONTENTS ACRE - DAY-SEC-FEET (3) DATE HOUR CURVE LEVEL AF FEET STORED DRAWDOWN OUTFLOW INFLOW + ____ ____ _____ _________ ________ _____ ______ ________ _______ ______ 972.50 971.42 156576. 1 972.47 971.49 156772. 196. 99. 20. 119 2 972.43 971.41 156548. -224. -113. 224. 111 3 972.40 971.38 156464. -84. -42. 224. 182 4 972.37 971.32 156296. -168. -85. 224. 139 5 972.33 971.24 156072. -224. -113. 227. 114 6 972.30 972.16 158648. 2576. 1299. 224. 1523 7 972.27 972.73 160244. 1596. 805. 20. 825 8 972.23 972.95 160860. 616. 311. 20. 331 9 972.20 972.98 160944. 84. 42. 224. 266 10 972.17 973.20 161600. 656. 331. 483. 814 11 972.13 973.60 162800. 1200. 605. 487. 1092 12 972.10 973.52 162560. -240. -121. 487. 366 13 972.07 973.37 162110. -450. -227. 487. 260 14 972.03 973.50 162500. 390. 197. 30. 227 15 972.00 973.60 162800. 300. 151. 30. 181 16 971.97 973.32 161960. -840. -424. 589. 165 17 971.93 973.04 161120. -840. -424. 589. 165 18 971.90 972.74 160272. -848. -428. 598. 170 19 971.87 972.43 159404. -868. -438. 598. 160 20 971.83 972.10 158480. -924. -466. 598. 132 21 971.80 972.17 158676. 196. 99. 30. 129 22 971.77 972.23 158844. 168. 85. 30. 115 23 971.73 972.15 158620. -224. -113. 231. 118 24 971.70 972.07 158396. -224. -113. 231. 118 25 971.67 971.98 158144. -252. -127. 231. 104 26 971.63 971.91 157948. -196. -99. 231. 132 27 971.60 971.81 157668. -280. -141. 231. 90 28 971.57 971.92 157976. 308. 155. 30. 185 29 971.53 971.98 158144. 168. 85. 30. 115 30 971.50 971.92 157976. -168. -85. 179. 94 + ____________________________________________________________________________ TOTAL FOR MONTH................ 1400. 4264. -3559. 7837. 8542. NET CHANGE IN DAY-SECOND-FEET.. 706. 705. 705. AVERAGE FLOW IN C.F.S.......... 24. 261. 285. CHANGE IN CONTENTS FOR MO.(4).. 1400. (1) COMPUTATIONS BASED ON THE MAY 1965 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. 1 RESERVOIR INFLOW COMPUTATIONS (1) SMITH RIVER, VA. PHILPOTT LAKE OCTOBER 1974 ELEVATION,NGVD29 TOTAL CHANGE IN CONTENTS FLOW, CFS + ________________ __________________ _________ (2) RULE RESERVOIR CONTENTS ACRE - DAY-SEC-FEET (3) DATE HOUR CURVE LEVEL AF FEET STORED DRAWDOWN OUTFLOW INFLOW + ____ ____ _____ _________ ________ _____ ______ ________ _______ ______ 971.50 971.92 157976. 1 971.50 971.85 157780. -196. -99. 179. 80 2 971.50 971.79 157612. -168. -85. 179. 94 3 971.50 971.71 157388. -224. -113. 179. 66 4 971.50 971.64 157192. -196. -99. 179. 80 5 971.50 971.70 157360. 168. 85. 30. 115 6 971.50 971.76 157528. 168. 85. 30. 115 7 971.50 971.70 157360. -168. -85. 179. 94 8 971.50 971.63 157164. -196. -99. 179. 80 9 971.50 971.58 157024. -140. -71. 179. 108 10 971.50 971.51 156828. -196. -99. 179. 80 11 971.50 971.44 156632. -196. -99. 179. 80 12 971.50 971.49 156772. 140. 71. 30. 101 13 971.50 971.54 156912. 140. 71. 30. 101 14 971.50 971.49 156772. -140. -71. 179. 108 15 971.50 971.43 156604. -168. -85. 179. 94 16 971.50 971.45 156660. 56. 28. 179. 207 17 971.50 971.40 156520. -140. -71. 179. 108 18 971.50 971.33 156324. -196. -99. 179. 80 19 971.50 971.42 156576. 252. 127. 30. 157 20 971.50 971.47 156716. 140. 71. 30. 101 21 971.50 971.41 156548. -168. -85. 182. 97 22 971.50 971.36 156408. -140. -71. 182. 111 23 971.50 971.28 156184. -224. -113. 182. 69 24 971.50 971.24 156072. -112. -56. 182. 126 25 971.50 971.17 155876. -196. -99. 182. 83 26 971.50 971.21 155988. 112. 56. 30. 86 27 971.50 971.26 156128. 140. 68.(5) 30. 98 28 971.50 971.22 156016. -112. -56. 179. 123 29 971.50 971.17 155876. -140. -71. 179. 108 30 971.50 971.10 155680. -196. -99. 179. 80 31 971.50 971.05 155540. -140. -71. 179. 108 + ____________________________________________________________________________ TOTAL FOR MONTH................ -2436. 662. -1896. 4372. 3138. NET CHANGE IN DAY-SECOND-FEET.. -1234. -1234. 1234. AVERAGE FLOW IN C.F.S.......... -40. 141. 101. CHANGE IN CONTENTS FOR MO.(4).. -2436. (1) COMPUTATIONS BASED ON THE MAY 1965 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). 1 RESERVOIR INFLOW COMPUTATIONS (1) SMITH RIVER, VA. PHILPOTT LAKE NOVEMBER 1974 ELEVATION,NGVD29 TOTAL CHANGE IN CONTENTS FLOW, CFS + ________________ __________________ _________ (2) RULE RESERVOIR CONTENTS ACRE - DAY-SEC-FEET (3) DATE HOUR CURVE LEVEL AF FEET STORED DRAWDOWN OUTFLOW INFLOW + ____ ____ _____ _________ ________ _____ ______ ________ _______ ______ 971.50 971.05 155540. 1 971.50 971.02 155456. -84. -42. 179. 137 2 971.50 971.13 155764. 308. 155. 30. 185 3 971.50 971.24 156072. 308. 155. 30. 185 4 971.50 971.21 155988. -84. -42. 179. 137 5 971.50 971.20 155960. -28. -14. 179. 165 6 971.50 971.18 155904. -56. -28. 179. 151 7 971.50 971.15 155820. -84. -42. 182. 140 8 971.50 971.12 155736. -84. -42. 179. 137 9 971.50 971.20 155960. 224. 113. 30. 143 10 971.50 971.29 156212. 252. 127. 30. 157 11 971.50 971.27 156156. -56. -28. 179. 151 12 971.50 971.26 156128. -28. -14. 182. 168 13 971.50 971.23 156044. -84. -42. 182. 140 14 971.50 971.22 156016. -28. -14. 182. 168 15 971.50 971.19 155932. -84. -42. 182. 140 16 971.50 971.27 156156. 224. 113. 30. 143 17 971.50 971.34 156352. 196. 99. 30. 129 18 971.50 971.36 156408. 56. 28. 166. 194 19 971.50 971.35 156380. -28. -14. 164. 150 20 971.50 971.35 156380. 0. 0. 164. 164 21 971.50 971.31 156268. -112. -56. 164. 108 22 971.50 971.23 156044. -224. -113. 164. 51 23 971.50 971.27 156156. 112. 56. 30. 86 24 971.50 971.33 156324. 168. 85. 30. 115 25 971.50 971.27 156156. -168. -85. 182. 97 26 971.50 971.21 155988. -168. -85. 182. 97 27 971.50 971.14 155792. -196. -99. 179. 80 28 971.50 971.09 155652. -140. -71. 182. 111 29 971.50 971.01 155428. -224. -113. 182. 69 30 971.50 971.13 155764. 336. 169. 30. 199 + ____________________________________________________________________________ TOTAL FOR MONTH................ 224. 1100. -986. 3983. 4097. NET CHANGE IN DAY-SECOND-FEET.. 113. 114. 114. AVERAGE FLOW IN C.F.S.......... 4. 133. 137. CHANGE IN CONTENTS FOR MO.(4).. 224. (1) COMPUTATIONS BASED ON THE MAY 1965 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. 1 RESERVOIR INFLOW COMPUTATIONS (1) SMITH RIVER, VA. PHILPOTT LAKE DECEMBER 1974 ELEVATION,NGVD29 TOTAL CHANGE IN CONTENTS FLOW, CFS + ________________ __________________ _________ (2) RULE RESERVOIR CONTENTS ACRE - DAY-SEC-FEET (3) DATE HOUR CURVE LEVEL AF FEET STORED DRAWDOWN OUTFLOW INFLOW + ____ ____ _____ _________ ________ _____ ______ ________ _______ ______ 971.50 971.13 155764. 1 971.50 971.31 156268. 504. 254. 30. 284 2 971.50 971.26 156128. -140. -71. 182. 111 3 971.50 971.24 156072. -56. -28. 182. 154 4 971.50 971.20 155960. -112. -56. 182. 126 5 971.50 971.15 155820. -140. -71. 182. 111 6 971.50 971.09 155652. -168. -85. 182. 97 7 971.50 971.26 156128. 476. 240. 30. 270 8 971.50 971.82 157696. 1568. 791. 30. 821 9 971.50 971.96 158088. 392. 198. 182. 380 10 971.50 972.00 158200. 112. 56. 182. 238 11 971.50 972.00 158200. 0. 0. 182. 182 12 971.50 972.02 158256. 56. 28. 182. 210 13 971.50 972.02 158256. 0. 0. 182. 182 14 971.50 972.13 158564. 308. 155. 30. 185 15 971.50 972.32 159096. 532. 268. 30. 298 16 971.50 972.52 159656. 560. 282. 182. 464 17 971.50 972.60 159880. 224. 113. 182. 295 18 971.50 972.65 160020. 140. 71. 182. 253 19 971.50 972.67 160076. 56. 28. 182. 210 20 971.50 972.67 160076. 0. 0. 182. 182 21 971.50 972.79 160412. 336. 169. 30. 199 22 971.50 972.88 160664. 252. 127. 30. 157 23 971.50 972.68 160104. -560. -282. 491. 209 24 971.50 972.45 159460. -644. -325. 489. 164 25 971.50 972.27 158956. -504. -254. 489. 235 26 971.50 972.06 158368. -588. -296. 489. 193 27 971.50 971.84 157752. -616. -311. 489. 178 28 971.50 971.97 158116. 364. 184. 30. 214 29 971.50 972.06 158368. 252. 127. 30. 157 30 971.50 971.98 158144. -224. -113. 286. 173 31 971.50 971.91 157948. -196. -99. 286. 187 + ____________________________________________________________________________ TOTAL FOR MONTH................ 2184. 3091. -1991. 6019. 7119. NET CHANGE IN DAY-SECOND-FEET.. 1101. 1100. 1100. AVERAGE FLOW IN C.F.S.......... 35. 194. 230. CHANGE IN CONTENTS FOR MO.(4).. 2184. (1) COMPUTATIONS BASED ON THE MAY 1965 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. 1 RESERVOIR INFLOW COMPUTATIONS (1) SMITH RIVER, VA. PHILPOTT LAKE JANUARY 1975 ELEVATION,NGVD29 TOTAL CHANGE IN CONTENTS FLOW, CFS + ________________ __________________ _________ (2) RULE RESERVOIR CONTENTS ACRE - DAY-SEC-FEET (3) DATE HOUR CURVE LEVEL AF FEET STORED DRAWDOWN OUTFLOW INFLOW + ____ ____ _____ _________ ________ _____ ______ ________ _______ ______ 971.50 971.91 157948. 1 971.50 971.82 157696. -252. -127. 286. 159 2 971.50 971.71 157388. -308. -155. 286. 131 3 971.50 971.63 157164. -224. -113. 286. 173 4 971.50 971.73 157444. 280. 141. 30. 171 5 971.50 971.83 157724. 280. 141. 30. 171 6 971.50 971.80 157640. -84. -42. 182. 140 7 971.50 971.79 157612. -28. -14. 182. 168 8 971.50 971.76 157528. -84. -42. 182. 140 9 971.50 971.76 157528. 0. 0. 182. 182 10 971.50 971.80 157640. 112. 56. 182. 238 11 971.50 972.18 158704. 1064. 536. 30. 566 12 971.50 972.55 159740. 1036. 522. 30. 552 13 971.50 973.15 161450. 1710. 862. 182. 1044 14 971.50 972.95 160860. -590. -297. 757. 460 15 971.50 972.66 160048. -812. -409. 755. 346 16 971.50 972.32 159096. -952. -480. 755. 275 17 971.50 971.95 158060. -1036. -522. 755. 233 18 971.50 972.11 158508. 448. 226. 30. 256 19 971.50 972.23 158844. 336. 169. 30. 199 20 971.50 972.26 158928. 84. 42. 388. 430 21 971.50 972.22 158816. -112. -56. 386. 330 22 971.50 972.12 158536. -280. -141. 386. 245 23 971.50 972.03 158284. -252. -127. 386. 259 24 971.50 971.92 157976. -308. -155. 386. 231 25 971.50 972.21 158788. 812. 409. 30. 439 26 971.50 972.44 159432. 644. 325. 30. 355 27 971.50 972.40 159320. -112. -56. 336. 280 28 971.50 972.38 159264. -56. -28. 306. 278 29 971.50 972.33 159124. -140. -71. 329. 258 30 971.50 972.25 158900. -224. -113. 334. 221 31 971.50 972.16 158648. -252. -127. 334. 207 + ____________________________________________________________________________ TOTAL FOR MONTH................ 700. 3429. -3075. 8783. 9137. NET CHANGE IN DAY-SECOND-FEET.. 353. 354. 354. AVERAGE FLOW IN C.F.S.......... 11. 283. 295. CHANGE IN CONTENTS FOR MO.(4).. 700. (1) COMPUTATIONS BASED ON THE MAY 1965 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. 1 RESERVOIR INFLOW COMPUTATIONS (1) SMITH RIVER, VA. PHILPOTT LAKE FEBRUARY 1975 ELEVATION,NGVD29 TOTAL CHANGE IN CONTENTS FLOW, CFS + ________________ __________________ _________ (2) RULE RESERVOIR CONTENTS ACRE - DAY-SEC-FEET (3) DATE HOUR CURVE LEVEL AF FEET STORED DRAWDOWN OUTFLOW INFLOW + ____ ____ _____ _________ ________ _____ ______ ________ _______ ______ 971.50 972.16 158648. 1 971.54 972.30 159040. 392. 198. 30. 228 2 971.57 972.50 159600. 560. 282. 30. 312 3 971.61 972.40 159320. -280. -141. 388. 247 4 971.64 972.43 159404. 84. 42. 376. 418 5 971.68 972.38 159264. -140. -71. 386. 315 6 971.72 972.43 159404. 140. 71. 386. 457 7 971.75 972.49 159572. 168. 85. 386. 471 8 971.79 972.75 160300. 728. 367. 30. 397 9 971.82 972.97 160916. 616. 311. 30. 341 10 971.86 972.94 160832. -84. -42. 336. 294 11 971.90 972.92 160776. -56. -28. 334. 306 12 971.93 973.00 161000. 224. 113. 334. 447 13 971.97 973.05 161150. 150. 76. 334. 410 14 972.00 973.03 161090. -60. -30. 334. 304 15 972.04 973.24 161720. 630. 318. 30. 348 16 972.08 973.40 162200. 480. 242. 30. 272 17 972.11 973.27 161810. -390. -197. 493. 296 18 972.15 973.12 161360. -450. -227. 490. 263 19 972.18 972.96 160888. -472. -238. 490. 252 20 972.22 972.80 160440. -448. -226. 490. 264 21 972.25 972.60 159880. -560. -282. 490. 208 22 972.29 972.74 160272. 392. 198. 30. 228 23 972.32 972.90 160720. 448. 236.(5) 30. 266 24 972.36 973.26 161780. 1060. 534. 184. 718 25 972.39 973.43 162290. 510. 257. 182. 439 26 972.43 973.52 162560. 270. 136. 182. 318 27 972.46 973.60 162800. 240. 121. 182. 303 28 972.50 973.65 162950. 150. 76. 180. 256 + ____________________________________________________________________________ TOTAL FOR MONTH................ 4302. 3663. -1482. 7197. 9378. NET CHANGE IN DAY-SECOND-FEET.. 2181. 2181. 2181. AVERAGE FLOW IN C.F.S.......... 78. 257. 335. CHANGE IN CONTENTS FOR MO.(4).. 4302. (1) COMPUTATIONS BASED ON THE MAY 1965 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). 1 RESERVOIR INFLOW COMPUTATIONS (1) SMITH RIVER, VA. PHILPOTT LAKE MARCH 1975 ELEVATION,NGVD29 TOTAL CHANGE IN CONTENTS FLOW, CFS + ________________ __________________ _________ (2) RULE RESERVOIR CONTENTS ACRE - DAY-SEC-FEET (3) DATE HOUR CURVE LEVEL AF FEET STORED DRAWDOWN OUTFLOW INFLOW + ____ ____ _____ _________ ________ _____ ______ ________ _______ ______ 972.50 973.65 162950. 1 972.53 973.80 163400. 450. 227. 30. 257 2 972.56 973.92 163760. 360. 182. 30. 212 3 972.60 973.75 163250. -510. -257. 534. 277 4 972.63 973.53 162590. -660. -333. 534. 201 5 972.66 973.30 161900. -690. -348. 542. 194 6 972.69 973.06 161180. -720. -363. 542. 179 7 972.72 972.88 160664. -516. -260. 542. 282 8 972.76 973.02 161060. 396. 200. 30. 230 9 972.79 973.12 161360. 300. 151. 30. 181 10 972.82 973.17 161510. 150. 76. 182. 258 11 972.85 973.20 161600. 90. 45. 182. 227 12 972.88 973.26 161780. 180. 91. 182. 273 13 972.92 973.75 163250. 1470. 741. 182. 923 14 972.95 976.67 171676. 8426. 4248. 179. 4427 15 972.98 977.30 173560. 1884. 950. 30. 980 16 973.01 977.38 173816. 256. 129. 631. 760 17 973.04 977.72 174904. 1088. 549. 936. 1485 18 973.08 977.35 173720. -1184. -597. 1320. 723 19 973.11 979.16 179380. 5660. 2854. 1320. 4174 20 973.14 979.05 179050. -330. -166. 1320. 1154 21 973.17 978.71 178001. -1049. -529. 1320. 791 22 973.21 978.29 176699. -1302. -656. 1300. 644 23 973.24 977.82 175224. -1475. -744. 1300. 556 24 973.27 977.55 174360. -864. -436. 1320. 884 25 973.30 977.15 173080. -1280. -645. 1320. 675 26 973.34 976.65 171620. -1460. -736. 1320. 584 27 973.37 976.10 170080. -1540. -776. 1340. 564 28 973.40 975.53 168390. -1690. -852. 1320. 468 29 973.43 975.18 167340. -1050. -529. 1320. 791 30 973.47 976.32 170696. 3356. 1692. 29. 1721 31 973.50 976.26 170528. -168. -85. 898. 813 + ____________________________________________________________________________ TOTAL FOR MONTH................ 7578. 12135. -8312. 22065. 25888. NET CHANGE IN DAY-SECOND-FEET.. 3821. 3823. 3823. AVERAGE FLOW IN C.F.S.......... 123. 712. 835. CHANGE IN CONTENTS FOR MO.(4).. 7578. (1) COMPUTATIONS BASED ON THE MAY 1965 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. 1 RESERVOIR INFLOW COMPUTATIONS (1) SMITH RIVER, VA. PHILPOTT LAKE APRIL 1975 ELEVATION,NGVD29 TOTAL CHANGE IN CONTENTS FLOW, CFS + ________________ __________________ _________ (2) RULE RESERVOIR CONTENTS ACRE - DAY-SEC-FEET (3) DATE HOUR CURVE LEVEL AF FEET STORED DRAWDOWN OUTFLOW INFLOW + ____ ____ _____ _________ ________ _____ ______ ________ _______ ______ 973.50 976.26 170528. 1 973.50 975.82 169260. -1268. -639. 1302. 663 2 973.50 975.22 167460. -1800. -908. 1320. 412 3 973.50 974.73 166044. -1416. -714. 1340. 626 4 973.50 974.52 165456. -588. -296. 800. 504 5 973.50 974.77 166156. 700. 353. 30. 383 6 973.50 975.07 167010. 854. 431. 30. 461 7 973.50 974.84 166352. -658. -332. 683. 351 8 973.50 974.62 165736. -616. -311. 681. 370 9 973.50 974.36 165008. -728. -367. 692. 325 10 973.50 974.12 164336. -672. -339. 692. 353 11 973.50 973.86 163580. -756. -381. 692. 311 12 973.50 974.05 164140. 560. 282. 30. 312 13 973.50 974.25 164700. 560. 282. 30. 312 14 973.50 974.17 164476. -224. -113. 431. 318 15 973.50 974.12 164336. -140. -71. 431. 360 16 973.50 974.00 164000. -336. -169. 431. 262 17 973.50 973.90 163700. -300. -151. 431. 280 18 973.50 973.79 163370. -330. -166. 431. 265 19 973.50 973.94 163820. 450. 227. 30. 257 20 973.50 974.12 164336. 516. 260. 30. 290 21 973.50 974.07 164196. -140. -71. 333. 262 22 973.50 974.00 164000. -196. -99. 333. 234 23 973.50 973.96 163880. -120. -61. 333. 272 24 973.50 973.92 163760. -120. -61. 333. 272 25 973.50 973.90 163700. -60. -30. 333. 303 26 973.50 974.05 164140. 440. 222. 30. 252 27 973.50 974.20 164560. 420. 212. 30. 242 28 973.50 974.14 164392. -168. -85. 384. 299 29 973.50 974.06 164168. -224. -113. 384. 271 30 973.50 973.98 163940. -228. -115. 384. 269 + ____________________________________________________________________________ TOTAL FOR MONTH................ -6588. 2269. -5592. 13414. 10091. NET CHANGE IN DAY-SECOND-FEET.. -3321. -3323. 3323. AVERAGE FLOW IN C.F.S.......... -111. 447. 336. CHANGE IN CONTENTS FOR MO.(4).. -6588. (1) COMPUTATIONS BASED ON THE MAY 1965 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. 1 RESERVOIR INFLOW COMPUTATIONS (1) SMITH RIVER, VA. PHILPOTT LAKE MAY 1975 ELEVATION,NGVD29 TOTAL CHANGE IN CONTENTS FLOW, CFS + ________________ __________________ _________ (2) RULE RESERVOIR CONTENTS ACRE - DAY-SEC-FEET (3) DATE HOUR CURVE LEVEL AF FEET STORED DRAWDOWN OUTFLOW INFLOW + ____ ____ _____ _________ ________ _____ ______ ________ _______ ______ 973.50 973.98 163940. 1 973.50 973.95 163850. -90. -45. 384. 339 2 973.50 973.89 163670. -180. -91. 384. 293 3 973.50 974.16 164448. 778. 392. 84. 476 4 973.50 974.60 165680. 1232. 621. 30. 651 5 973.50 974.65 165820. 140. 71. 335. 406 6 973.50 974.67 165876. 56. 28. 333. 361 7 973.50 974.67 165876. 0. 0. 333. 333 8 973.50 974.64 165792. -84. -42. 333. 291 9 973.50 974.60 165680. -112. -56. 333. 277 10 973.50 974.84 166352. 672. 339. 30. 369 11 973.50 975.05 166950. 598. 301. 30. 331 12 973.50 974.95 166660. -290. -146. 584. 438 13 973.50 974.78 166184. -476. -240. 584. 344 14 973.50 974.60 165680. -504. -254. 584. 330 15 973.50 974.45 165260. -420. -212. 584. 372 16 973.50 974.40 165120. -140. -71. 584. 513 17 973.50 974.65 165820. 700. 353. 30. 383 18 973.50 974.86 166408. 588. 296. 30. 326 19 973.50 974.68 165904. -504. -254. 637. 383 20 973.50 974.46 165288. -616. -311. 637. 326 21 973.50 974.21 164588. -700. -353. 637. 284 22 973.50 973.95 163850. -738. -372. 637. 265 23 973.50 973.71 163130. -720. -363. 637. 274 24 973.50 973.85 163550. 420. 212. 30. 242 25 973.50 974.02 164056. 506. 255. 30. 285 26 973.50 974.02 164056. 0. 0. 282. 282 27 973.50 974.00 164000. -56. -28. 282. 254 28 973.50 973.98 163940. -60. -30. 282. 252 29 973.50 974.16 164448. 508. 256. 282. 538 30 973.50 974.57 165596. 1148. 579. 282. 861 31 973.50 975.20 167400. 1804. 910. 30. 940 + ____________________________________________________________________________ TOTAL FOR MONTH................ 3460. 4613. -2868. 10274. 12019. NET CHANGE IN DAY-SECOND-FEET.. 1744. 1745. 1745. AVERAGE FLOW IN C.F.S.......... 56. 331. 388. CHANGE IN CONTENTS FOR MO.(4).. 3460. (1) COMPUTATIONS BASED ON THE MAY 1965 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. 1 RESERVOIR INFLOW COMPUTATIONS (1) SMITH RIVER, VA. PHILPOTT LAKE JUNE 1975 ELEVATION,NGVD29 TOTAL CHANGE IN CONTENTS FLOW, CFS + ________________ __________________ _________ (2) RULE RESERVOIR CONTENTS ACRE - DAY-SEC-FEET (3) DATE HOUR CURVE LEVEL AF FEET STORED DRAWDOWN OUTFLOW INFLOW + ____ ____ _____ _________ ________ _____ ______ ________ _______ ______ 973.50 975.20 167400. 1 973.50 976.40 170920. 3520. 1775. 30. 1805 2 973.50 976.42 170976. 56. 28. 631. 659 3 973.50 976.20 170360. -616. -311. 899. 588 4 973.50 975.48 168240. -2120. -1069. 1340. 271 5 973.50 974.90 166520. -1720. -867. 1230. 363 6 973.50 974.57 165596. -924. -466. 778. 312 7 973.50 974.22 164616. -980. -494. 790. 296 8 973.50 974.37 165036. 420. 212. 30. 242 9 973.50 974.27 164756. -280. -141. 384. 243 10 973.50 974.18 164504. -252. -127. 384. 257 11 973.50 974.18 164504. 0. 0. 384. 384 12 973.50 974.46 165288. 784. 395. 384. 779 13 973.50 974.43 165204. -84. -42. 384. 342 14 973.50 974.63 165764. 560. 282. 30. 312 15 973.50 974.78 166184. 420. 212. 30. 242 16 973.50 974.60 165680. -504. -254. 540. 286 17 973.50 974.41 165148. -532. -268. 538. 270 18 973.50 974.20 164560. -588. -296. 538. 242 19 973.50 974.00 164000. -560. -282. 538. 256 20 973.50 973.75 163250. -750. -378. 538. 160 21 973.50 973.88 163640. 390. 197. 30. 227 22 973.50 974.02 164056. 416. 210. 30. 240 23 973.50 974.00 164000. -56. -28. 231. 203 24 973.50 973.96 163880. -120. -61. 231. 170 25 973.50 973.93 163790. -90. -45. 231. 186 26 973.50 973.92 163760. -30. -15. 231. 216 27 973.50 973.91 163730. -30. -15. 231. 216 28 973.50 974.06 164168. 438. 221. 30. 251 29 973.50 974.16 164448. 280. 141. 30. 171 30 973.50 974.08 164224. -224. -113. 282. 169 + ____________________________________________________________________________ TOTAL FOR MONTH................ -3176. 3673. -5272. 11957. 10358. NET CHANGE IN DAY-SECOND-FEET.. -1601. -1599. 1599. AVERAGE FLOW IN C.F.S.......... -53. 399. 345. CHANGE IN CONTENTS FOR MO.(4).. -3176. (1) COMPUTATIONS BASED ON THE MAY 1965 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. 1 RESERVOIR INFLOW COMPUTATIONS (1) SMITH RIVER, VA. PHILPOTT LAKE JULY 1975 ELEVATION,NGVD29 TOTAL CHANGE IN CONTENTS FLOW, CFS + ________________ __________________ _________ (2) RULE RESERVOIR CONTENTS ACRE - DAY-SEC-FEET (3) DATE HOUR CURVE LEVEL AF FEET STORED DRAWDOWN OUTFLOW INFLOW + ____ ____ _____ _________ ________ _____ ______ ________ _______ ______ 973.50 974.08 164224. 1 973.50 974.02 164056. -168. -85. 282. 197 2 973.50 973.93 163790. -266. -134. 282. 148 3 973.50 973.84 163520. -270. -136. 282. 146 4 973.50 973.75 163250. -270. -136. 282. 146 5 973.50 973.85 163550. 300. 151. 30. 181 6 973.50 973.94 163820. 270. 136. 30. 166 7 973.50 973.92 163760. -60. -30. 282. 252 8 973.50 973.97 163910. 150. 76. 282. 358 9 973.50 973.96 163880. -30. -15. 282. 267 10 973.50 973.98 163940. 60. 30. 282. 312 11 973.50 973.96 163880. -60. -30. 282. 252 12 973.50 974.09 164252. 372. 188. 30. 218 13 973.50 974.20 164560. 308. 155. 30. 185 14 973.50 974.12 164336. -224. -113. 384. 271 15 973.50 974.15 164420. 84. 42. 384. 426 16 973.50 974.18 164504. 84. 42. 384. 426 17 973.50 974.10 164280. -224. -113. 384. 271 18 973.50 973.95 163850. -430. -217. 384. 167 19 973.50 974.08 164224. 374. 189. 30. 219 20 973.50 974.46 165288. 1064. 536. 30. 566 21 973.50 974.34 164952. -336. -169. 436. 267 22 973.50 974.24 164672. -280. -141. 436. 295 23 973.50 974.23 164644. -28. -14. 436. 422 24 973.50 974.16 164448. -196. -99. 436. 337 25 973.50 974.03 164084. -364. -184. 436. 252 26 973.50 974.16 164448. 364. 184. 30. 214 27 973.50 974.25 164700. 252. 127. 30. 157 28 973.50 974.10 164280. -420. -212. 384. 172 29 973.50 974.00 164000. -280. -141. 384. 243 30 973.50 973.87 163610. -390. -197. 384. 187 31 973.50 973.72 163160. -450. -227. 384. 157 + ____________________________________________________________________________ TOTAL FOR MONTH................ -1064. 1856. -2393. 8414. 7877. NET CHANGE IN DAY-SECOND-FEET.. -536. -537. 537. AVERAGE FLOW IN C.F.S.......... -17. 271. 254. CHANGE IN CONTENTS FOR MO.(4).. -1064. (1) COMPUTATIONS BASED ON THE MAY 1965 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. 1 RESERVOIR INFLOW COMPUTATIONS (1) SMITH RIVER, VA. PHILPOTT LAKE AUGUST 1975 ELEVATION,NGVD29 TOTAL CHANGE IN CONTENTS FLOW, CFS + ________________ __________________ _________ (2) RULE RESERVOIR CONTENTS ACRE - DAY-SEC-FEET (3) DATE HOUR CURVE LEVEL AF FEET STORED DRAWDOWN OUTFLOW INFLOW + ____ ____ _____ _________ ________ _____ ______ ________ _______ ______ 973.50 973.72 163160. 1 973.47 973.55 162650. -510. -257. 384. 127 2 973.44 973.64 162920. 270. 136. 30. 166 3 973.40 973.71 163130. 210. 106. 30. 136 4 973.37 973.60 162800. -330. -166. 282. 116 5 973.34 973.58 162740. -60. -30. 282. 252 6 973.31 973.55 162650. -90. -45. 282. 237 7 973.28 973.46 162380. -270. -136. 282. 146 8 973.24 973.36 162080. -300. -151. 282. 131 9 973.21 973.44 162320. 240. 121. 30. 151 10 973.18 973.56 162680. 360. 182. 30. 212 11 973.15 973.48 162440. -240. -121. 282. 161 12 973.12 973.38 162140. -300. -151. 282. 131 13 973.08 973.28 161840. -300. -151. 282. 131 14 973.05 973.17 161510. -330. -166. 282. 116 15 973.02 973.08 161240. -270. -136. 282. 146 16 972.99 973.13 161390. 150. 76. 30. 106 17 972.95 973.19 161570. 180. 91. 30. 121 18 972.92 973.09 161270. -300. -151. 282. 131 19 972.89 972.97 160916. -354. -178. 279. 101 20 972.86 972.87 160636. -280. -141. 282. 141 21 972.82 972.74 160272. -364. -184. 282. 98 22 972.79 972.61 159908. -364. -184. 282. 98 23 972.76 972.69 160132. 224. 113. 30. 143 24 972.73 972.92 160776. 644. 325. 30. 355 25 972.69 972.87 160636. -140. -71. 282. 211 26 972.66 972.76 160328. -308. -155. 282. 127 27 972.63 972.64 159992. -336. -169. 282. 113 28 972.60 972.51 159628. -364. -184. 282. 98 29 972.56 972.37 159236. -392. -198. 282. 84 30 972.53 972.43 159404. 168. 85. 30. 115 31 972.50 972.50 159600. 196. 99. 30. 129 + ____________________________________________________________________________ TOTAL FOR MONTH................ -3560. 1334. -3125. 6321. 4530. NET CHANGE IN DAY-SECOND-FEET.. -1795. -1791. 1791. AVERAGE FLOW IN C.F.S.......... -58. 204. 146. CHANGE IN CONTENTS FOR MO.(4).. -3560. (1) COMPUTATIONS BASED ON THE MAY 1965 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. 1 RESERVOIR INFLOW COMPUTATIONS (1) SMITH RIVER, VA. PHILPOTT LAKE SEPTEMBER 1975 ELEVATION,NGVD29 TOTAL CHANGE IN CONTENTS FLOW, CFS + ________________ __________________ _________ (2) RULE RESERVOIR CONTENTS ACRE - DAY-SEC-FEET (3) DATE HOUR CURVE LEVEL AF FEET STORED DRAWDOWN OUTFLOW INFLOW + ____ ____ _____ _________ ________ _____ ______ ________ _______ ______ 972.50 972.50 159600. 1 972.47 972.52 159656. 56. 28. 231. 259 2 972.43 972.46 159488. -168. -85. 231. 146 3 972.40 972.39 159292. -196. -99. 231. 132 4 972.37 972.29 159012. -280. -141. 231. 90 5 972.33 972.18 158704. -308. -155. 234. 79 6 972.30 972.27 158956. 252. 127. 30. 157 7 972.27 972.39 159292. 336. 169. 30. 199 8 972.23 972.31 159068. -224. -113. 231. 118 9 972.20 972.23 158844. -224. -113. 231. 118 10 972.17 972.18 158704. -140. -71. 231. 160 11 972.13 972.16 158648. -56. -28. 234. 206 12 972.10 972.12 158536. -112. -56. 234. 178 13 972.07 972.18 158704. 168. 85. 30. 115 14 972.03 972.23 158844. 140. 71. 30. 101 15 972.00 972.14 158592. -252. -127. 234. 107 16 971.97 972.05 158340. -252. -127. 234. 107 17 971.93 972.00 158200. -140. -71. 231. 160 18 971.90 972.38 159264. 1064. 536. 216. 752 19 971.87 972.97 160916. 1652. 833. 231. 1064 20 971.83 973.25 161750. 834. 420. 30. 450 21 971.80 973.78 163340. 1590. 802. 30. 832 22 971.77 973.70 163100. -240. -121. 538. 417 23 971.73 974.03 164084. 984. 496. 538. 1034 24 971.70 974.45 165260. 1176. 593. 538. 1131 25 971.67 974.40 165120. -140. -71. 538. 467 26 971.63 974.24 164672. -448. -226. 538. 312 27 971.60 974.03 164084. -588. -296. 538. 242 28 971.57 974.17 164476. 392. 198. 30. 228 29 971.53 973.93 163790. -686. -346. 538. 192 30 971.50 973.70 163100. -690. -348. 538. 190 + ____________________________________________________________________________ TOTAL FOR MONTH................ 3500. 4358. -2594. 7979. 9743. NET CHANGE IN DAY-SECOND-FEET.. 1765. 1764. 1764. AVERAGE FLOW IN C.F.S.......... 59. 266. 325. CHANGE IN CONTENTS FOR MO.(4).. 3500. (1) COMPUTATIONS BASED ON THE MAY 1965 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. 1 RESERVOIR INFLOW COMPUTATIONS (1) SMITH RIVER, VA. PHILPOTT LAKE OCTOBER 1975 ELEVATION,NGVD29 TOTAL CHANGE IN CONTENTS FLOW, CFS + ________________ __________________ _________ (2) RULE RESERVOIR CONTENTS ACRE - DAY-SEC-FEET (3) DATE HOUR CURVE LEVEL AF FEET STORED DRAWDOWN OUTFLOW INFLOW + ____ ____ _____ _________ ________ _____ ______ ________ _______ ______ 971.50 973.70 163100. 1 971.50 973.45 162350. -750. -378. 538. 160 2 971.50 973.18 161540. -810. -408. 547. 139 3 971.50 972.91 160748. -792. -399. 547. 148 4 971.50 973.00 161000. 252. 127. 30. 157 5 971.50 973.09 161270. 270. 136. 30. 166 6 971.50 972.82 160496. -774. -390. 547. 157 7 971.50 972.54 159712. -784. -395. 547. 152 8 971.50 972.35 159180. -532. -268. 547. 279 9 971.50 972.10 158480. -700. -353. 547. 194 10 971.50 971.83 157724. -756. -381. 547. 166 11 971.50 971.92 157976. 252. 127. 30. 157 12 971.50 971.99 158172. 196. 99. 30. 129 13 971.50 971.86 157808. -364. -184. 335. 151 14 971.50 971.72 157416. -392. -198. 334. 136 15 971.50 971.57 156996. -420. -212. 334. 122 16 971.50 971.45 156660. -336. -169. 334. 165 17 971.50 972.18 158704. 2044. 1031. 330. 1361 18 971.50 972.90 160720. 2016. 1016. 30. 1046 19 971.50 973.10 161300. 580. 292. 30. 322 20 971.50 973.17 161510. 210. 106. 182. 288 21 971.50 972.96 160888. -622. -314. 538. 224 22 971.50 972.74 160272. -616. -311. 538. 227 23 971.50 972.50 159600. -672. -339. 538. 199 24 971.50 972.23 158844. -756. -381. 538. 157 25 971.50 972.36 159208. 364. 184. 30. 214 26 971.50 972.44 159432. 224. 108.(5) 30. 138 27 971.50 972.31 159068. -364. -184. 384. 200 28 971.50 972.16 158648. -420. -212. 389. 177 29 971.50 972.04 158312. -336. -169. 390. 221 30 971.50 971.86 157808. -504. -254. 390. 136 31 971.50 971.69 157332. -476. -240. 384. 144 + ____________________________________________________________________________ TOTAL FOR MONTH................ -5768. 3226. -6139. 10545. 7632. NET CHANGE IN DAY-SECOND-FEET.. -2913. -2913. 2913. AVERAGE FLOW IN C.F.S.......... -94. 340. 246. CHANGE IN CONTENTS FOR MO.(4).. -5768. (1) COMPUTATIONS BASED ON THE MAY 1965 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). 1 RESERVOIR INFLOW COMPUTATIONS (1) SMITH RIVER, VA. PHILPOTT LAKE NOVEMBER 1975 ELEVATION,NGVD29 TOTAL CHANGE IN CONTENTS FLOW, CFS + ________________ __________________ _________ (2) RULE RESERVOIR CONTENTS ACRE - DAY-SEC-FEET (3) DATE HOUR CURVE LEVEL AF FEET STORED DRAWDOWN OUTFLOW INFLOW + ____ ____ _____ _________ ________ _____ ______ ________ _______ ______ 971.50 971.69 157332. 1 971.50 971.78 157584. 252. 127. 30. 157 2 971.50 971.87 157836. 252. 127. 30. 157 3 971.50 971.79 157612. -224. -113. 286. 173 4 971.50 971.69 157332. -280. -141. 282. 141 5 971.50 971.60 157080. -252. -127. 282. 155 6 971.50 971.50 156800. -280. -141. 282. 141 7 971.50 971.45 156660. -140. -71. 282. 211 8 971.50 971.57 156996. 336. 169. 30. 199 9 971.50 971.65 157220. 224. 113. 30. 143 10 971.50 971.68 157304. 84. 42. 182. 224 11 971.50 971.67 157276. -28. -14. 182. 168 12 971.50 971.80 157640. 364. 184. 182. 366 13 971.50 971.90 157920. 280. 141. 182. 323 14 971.50 971.93 158004. 84. 42. 182. 224 15 971.50 972.03 158284. 280. 141. 30. 171 16 971.50 972.12 158536. 252. 127. 30. 157 17 971.50 972.02 158256. -280. -141. 352. 211 18 971.50 971.90 157920. -336. -169. 358. 189 19 971.50 972.00 158200. 280. 141. 23. 164 20 971.50 971.87 157836. -364. -184. 358. 174 21 971.50 971.73 157444. -392. -198. 358. 160 22 971.50 971.59 157052. -392. -198. 358. 160 23 971.50 971.68 157304. 252. 127. 30. 157 24 971.50 971.62 157136. -168. -85. 231. 146 25 971.50 971.56 156968. -168. -85. 231. 146 26 971.50 971.50 156800. -168. -85. 231. 146 27 971.50 971.45 156660. -140. -71. 231. 160 28 971.50 971.37 156436. -224. -113. 234. 121 29 971.50 971.45 156660. 224. 113. 30. 143 30 971.50 971.55 156940. 280. 141. 30. 171 + ____________________________________________________________________________ TOTAL FOR MONTH................ -392. 1735. -1936. 5559. 5358. NET CHANGE IN DAY-SECOND-FEET.. -198. -201. 201. AVERAGE FLOW IN C.F.S.......... -7. 185. 179. CHANGE IN CONTENTS FOR MO.(4).. -392. (1) COMPUTATIONS BASED ON THE MAY 1965 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. 1 RESERVOIR INFLOW COMPUTATIONS (1) SMITH RIVER, VA. PHILPOTT LAKE DECEMBER 1975 ELEVATION,NGVD29 TOTAL CHANGE IN CONTENTS FLOW, CFS + ________________ __________________ _________ (2) RULE RESERVOIR CONTENTS ACRE - DAY-SEC-FEET (3) DATE HOUR CURVE LEVEL AF FEET STORED DRAWDOWN OUTFLOW INFLOW + ____ ____ _____ _________ ________ _____ ______ ________ _______ ______ 971.50 971.55 156940. 1 971.50 971.53 156884. -56. -28. 182. 154 2 971.50 971.48 156744. -140. -71. 182. 111 3 971.50 971.46 156688. -56. -28. 182. 154 4 971.50 971.43 156604. -84. -42. 182. 140 5 971.50 971.39 156492. -112. -56. 182. 126 6 971.50 971.48 156744. 252. 127. 30. 157 7 971.50 971.68 157304. 560. 282. 30. 312 8 971.50 971.71 157388. 84. 42. 182. 224 9 971.50 971.71 157388. 0. 0. 182. 182 10 971.50 971.69 157332. -56. -28. 182. 154 11 971.50 971.67 157276. -56. -28. 182. 154 12 971.50 971.65 157220. -56. -28. 182. 154 13 971.50 971.74 157472. 252. 127. 30. 157 14 971.50 971.82 157696. 224. 113. 30. 143 15 971.50 971.83 157724. 28. 14. 182. 196 16 971.50 971.81 157668. -56. -28. 182. 154 17 971.50 971.79 157612. -56. -28. 182. 154 18 971.50 971.74 157472. -140. -71. 182. 111 19 971.50 971.70 157360. -112. -56. 182. 126 20 971.50 971.78 157584. 224. 113. 30. 143 21 971.50 971.85 157780. 196. 99. 30. 129 22 971.50 971.81 157668. -112. -56. 182. 126 23 971.50 971.77 157556. -112. -56. 182. 126 24 971.50 971.74 157472. -84. -42. 182. 140 25 971.50 971.88 157864. 392. 198. 182. 380 26 971.50 972.21 158788. 924. 466. 182. 648 27 971.50 972.50 159600. 812. 409. 30. 439 28 971.50 972.68 160104. 504. 254. 30. 284 29 971.50 972.73 160244. 140. 71. 182. 253 30 971.50 972.60 159880. -364. -184. 489. 305 31 971.50 973.02 161060. 1180. 595. 489. 1084 + ____________________________________________________________________________ TOTAL FOR MONTH................ 4120. 2910. -830. 5040. 7120. NET CHANGE IN DAY-SECOND-FEET.. 2077. 2080. 2080. AVERAGE FLOW IN C.F.S.......... 67. 163. 230. CHANGE IN CONTENTS FOR MO.(4).. 4120. (1) COMPUTATIONS BASED ON THE MAY 1965 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. 1 RESERVOIR INFLOW COMPUTATIONS (1) SMITH RIVER, VA. PHILPOTT LAKE JANUARY 1976 ELEVATION,NGVD29 TOTAL CHANGE IN CONTENTS FLOW, CFS + ________________ __________________ _________ (2) RULE RESERVOIR CONTENTS ACRE - DAY-SEC-FEET (3) DATE HOUR CURVE LEVEL AF FEET STORED DRAWDOWN OUTFLOW INFLOW + ____ ____ _____ _________ ________ _____ ______ ________ _______ ______ 971.50 973.02 161060. 1 971.50 973.50 162500. 1440. 726. 489. 1215 2 971.50 973.50 162500. 0. 0. 489. 489 3 971.50 973.80 163400. 900. 454. 30. 484 4 971.50 974.00 164000. 600. 303. 30. 333 5 971.50 973.75 163250. -750. -378. 643. 265 6 971.50 973.54 162620. -630. -318. 641. 323 7 971.50 973.28 161840. -780. -393. 651. 258 8 971.50 973.03 161090. -750. -378. 651. 273 9 971.50 972.74 160272. -818. -412. 651. 239 10 971.50 972.46 159488. -784. -395. 651. 256 11 971.50 972.61 159908. 420. 212. 30. 242 12 971.50 972.44 159432. -476. -240. 489. 249 13 971.50 972.28 158984. -448. -226. 489. 263 14 971.50 972.10 158480. -504. -254. 489. 235 15 971.50 971.91 157948. -532. -268. 489. 221 16 971.50 971.72 157416. -532. -268. 489. 221 17 971.50 971.86 157808. 392. 198. 30. 228 18 971.50 971.95 158060. 252. 127. 30. 157 19 971.50 971.78 157584. -476. -240. 386. 146 20 971.50 971.66 157248. -336. -169. 386. 217 21 971.50 971.54 156912. -336. -169. 386. 217 22 971.50 971.39 156492. -420. -212. 386. 174 23 971.50 971.25 156100. -392. -198. 380. 182 24 971.50 971.37 156436. 336. 169. 30. 199 25 971.50 971.50 156800. 364. 184. 30. 214 26 971.50 971.51 156828. 28. 14. 182. 196 27 971.50 972.05 158340. 1512. 762. 182. 944 28 971.50 972.34 159152. 812. 409. 182. 591 29 971.50 972.42 159376. 224. 113. 182. 295 30 971.50 972.51 159628. 252. 127. 179. 306 31 971.50 972.66 160048. 420. 212. 30. 242 + ____________________________________________________________________________ TOTAL FOR MONTH................ -1012. 4010. -4518. 10382. 9874. NET CHANGE IN DAY-SECOND-FEET.. -510. -508. 508. AVERAGE FLOW IN C.F.S.......... -16. 335. 319. CHANGE IN CONTENTS FOR MO.(4).. -1012. (1) COMPUTATIONS BASED ON THE MAY 1965 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. 1 RESERVOIR INFLOW COMPUTATIONS (1) SMITH RIVER, VA. PHILPOTT LAKE FEBRUARY 1976 ELEVATION,NGVD29 TOTAL CHANGE IN CONTENTS FLOW, CFS + ________________ __________________ _________ (2) RULE RESERVOIR CONTENTS ACRE - DAY-SEC-FEET (3) DATE HOUR CURVE LEVEL AF FEET STORED DRAWDOWN OUTFLOW INFLOW + ____ ____ _____ _________ ________ _____ ______ ________ _______ ______ 971.50 972.66 160048. 1 971.53 972.86 160608. 560. 282. 30. 312 2 971.57 972.72 160216. -392. -198. 489. 291 3 971.60 972.56 159768. -448. -226. 489. 263 4 971.64 972.40 159320. -448. -226. 489. 263 5 971.67 972.22 158816. -504. -254. 489. 235 6 971.71 972.06 158368. -448. -226. 489. 263 7 971.74 972.18 158704. 336. 169. 30. 199 8 971.78 972.32 159096. 392. 198. 30. 228 9 971.81 972.24 158872. -224. -113. 286. 173 10 971.85 972.18 158704. -168. -85. 286. 201 11 971.88 972.14 158592. -112. -56. 286. 230 12 971.92 972.06 158368. -224. -113. 286. 173 13 971.95 972.00 158200. -168. -85. 286. 201 14 971.99 972.10 158480. 280. 141. 30. 171 15 972.02 972.23 158844. 364. 184. 30. 214 16 972.05 972.24 158872. 28. 14. 182. 196 17 972.09 972.29 159012. 140. 71. 179. 250 18 972.12 972.31 159068. 56. 28. 179. 207 19 972.16 972.36 159208. 140. 71. 179. 250 20 972.19 972.37 159236. 28. 14. 182. 196 21 972.23 972.47 159516. 280. 141. 30. 171 22 972.26 972.78 160384. 868. 438. 30. 468 23 972.29 972.87 160636. 252. 127. 179. 306 24 972.33 972.95 160860. 224. 113. 179. 292 25 972.36 972.96 160888. 28. 14. 179. 193 26 972.40 972.98 160944. 56. 28. 182. 210 27 972.43 973.00 161000. 56. 28. 182. 210 28 972.47 973.09 161270. 270. 136. 30. 166 29 972.50 973.19 161570. 300. 151. 30. 181 + ____________________________________________________________________________ TOTAL FOR MONTH................ 1522. 2348. -1582. 5947. 6713. NET CHANGE IN DAY-SECOND-FEET.. 767. 766. 766. AVERAGE FLOW IN C.F.S.......... 26. 205. 231. CHANGE IN CONTENTS FOR MO.(4).. 1522. (1) COMPUTATIONS BASED ON THE MAY 1965 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. 1 RESERVOIR INFLOW COMPUTATIONS (1) SMITH RIVER, VA. PHILPOTT LAKE MARCH 1976 ELEVATION,NGVD29 TOTAL CHANGE IN CONTENTS FLOW, CFS + ________________ __________________ _________ (2) RULE RESERVOIR CONTENTS ACRE - DAY-SEC-FEET (3) DATE HOUR CURVE LEVEL AF FEET STORED DRAWDOWN OUTFLOW INFLOW + ____ ____ _____ _________ ________ _____ ______ ________ _______ ______ 972.50 973.19 161570. 1 972.53 973.18 161540. -30. -15. 179. 164 2 972.56 973.21 161630. 90. 45. 179. 224 3 972.60 973.18 161540. -90. -45. 179. 134 4 972.63 973.18 161540. 0. 0. 179. 179 5 972.66 973.21 161630. 90. 45. 179. 224 6 972.69 973.30 161900. 270. 136. 30. 166 7 972.72 973.39 162170. 270. 136. 30. 166 8 972.76 973.40 162200. 30. 15. 182. 197 9 972.79 973.70 163100. 900. 454. 182. 636 10 972.82 973.81 163430. 330. 166. 178. 344 11 972.85 973.88 163640. 210. 106. 179. 285 12 972.88 973.96 163880. 240. 121. 179. 300 13 972.92 974.12 164336. 456. 230. 30. 260 14 972.95 974.22 164616. 280. 141. 30. 171 15 972.98 974.01 164028. -588. -296. 533. 237 16 973.01 973.78 163340. -688. -347. 533. 186 17 973.04 973.52 162560. -780. -393. 533. 140 18 973.08 973.29 161870. -690. -348. 542. 194 19 973.11 973.06 161180. -690. -348. 533. 185 20 973.14 973.13 161390. 210. 106. 30. 136 21 973.17 973.25 161750. 360. 182. 30. 212 22 973.21 973.26 161780. 30. 15. 182. 197 23 973.24 973.22 161660. -120. -61. 182. 121 24 973.27 973.21 161630. -30. -15. 182. 167 25 973.30 973.21 161630. 0. 0. 182. 182 26 973.34 973.19 161570. -60. -30. 182. 152 27 973.37 973.30 161900. 330. 166. 30. 196 28 973.40 973.38 162140. 240. 121. 30. 151 29 973.43 973.40 162200. 60. 30. 182. 212 30 973.47 973.40 162200. 0. 0. 179. 179 31 973.50 973.86 163580. 1380. 696. 182. 878 + ____________________________________________________________________________ TOTAL FOR MONTH................ 2010. 2911. -1898. 6162. 7175. NET CHANGE IN DAY-SECOND-FEET.. 1013. 1013. 1013. AVERAGE FLOW IN C.F.S.......... 33. 199. 231. CHANGE IN CONTENTS FOR MO.(4).. 2010. (1) COMPUTATIONS BASED ON THE MAY 1965 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. 1 RESERVOIR INFLOW COMPUTATIONS (1) SMITH RIVER, VA. PHILPOTT LAKE APRIL 1976 ELEVATION,NGVD29 TOTAL CHANGE IN CONTENTS FLOW, CFS + ________________ __________________ _________ (2) RULE RESERVOIR CONTENTS ACRE - DAY-SEC-FEET (3) DATE HOUR CURVE LEVEL AF FEET STORED DRAWDOWN OUTFLOW INFLOW + ____ ____ _____ _________ ________ _____ ______ ________ _______ ______ 973.50 973.86 163580. 1 973.50 974.96 166688. 3108. 1567. 179. 1746 2 973.50 974.90 166520. -168. -85. 584. 499 3 973.50 975.15 167250. 730. 368. 30. 398 4 973.50 975.30 167700. 450. 227. 30. 257 5 973.50 975.05 166950. -750. -378. 692. 314 6 973.50 974.75 166100. -850. -429. 692. 263 7 973.50 974.45 165260. -840. -424. 692. 268 8 973.50 974.12 164336. -924. -466. 692. 226 9 973.50 973.78 163340. -996. -502. 692. 190 10 973.50 973.50 162500. -840. -424. 589. 165 11 973.50 973.64 162920. 420. 212. 30. 242 12 973.50 973.58 162740. -180. -91. 279. 188 13 973.50 973.50 162500. -240. -121. 280. 159 14 973.50 973.45 162350. -150. -76. 280. 204 15 973.50 973.39 162170. -180. -91. 280. 189 16 973.50 973.31 161930. -240. -121. 280. 159 17 973.50 973.39 162170. 240. 121. 30. 151 18 973.50 973.50 162500. 330. 166. 30. 196 19 973.50 973.50 162500. 0. 0. 179. 179 20 973.50 973.49 162470. -30. -15. 182. 167 21 973.50 973.51 162530. 60. 30. 179. 209 22 973.50 973.56 162680. 150. 76. 179. 255 23 973.50 973.56 162680. 0. 0. 179. 179 24 973.50 973.63 162890. 210. 106. 30. 136 25 973.50 973.70 163100. 210. 110.(5) 30. 140 26 973.50 973.69 163070. -30. -15. 179. 164 27 973.50 973.66 162980. -90. -45. 179. 134 28 973.50 973.63 162890. -90. -45. 179. 134 29 973.50 973.60 162800. -90. -45. 179. 134 30 973.50 973.59 162770. -30. -15. 179. 164 + ____________________________________________________________________________ TOTAL FOR MONTH................ -810. 2983. -3388. 8214. 7809. NET CHANGE IN DAY-SECOND-FEET.. -405. -405. 405. AVERAGE FLOW IN C.F.S.......... -14. 274. 260. CHANGE IN CONTENTS FOR MO.(4).. -810. (1) COMPUTATIONS BASED ON THE MAY 1965 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). 1 RESERVOIR INFLOW COMPUTATIONS (1) SMITH RIVER, VA. PHILPOTT LAKE MAY 1976 ELEVATION,NGVD29 TOTAL CHANGE IN CONTENTS FLOW, CFS + ________________ __________________ _________ (2) RULE RESERVOIR CONTENTS ACRE - DAY-SEC-FEET (3) DATE HOUR CURVE LEVEL AF FEET STORED DRAWDOWN OUTFLOW INFLOW + ____ ____ _____ _________ ________ _____ ______ ________ _______ ______ 973.50 973.59 162770. 1 973.50 973.77 163310. 540. 272. 30. 302 2 973.50 973.89 163670. 360. 182. 30. 212 3 973.50 973.87 163610. -60. -30. 179. 149 4 973.50 973.84 163520. -90. -45. 179. 134 5 973.50 973.80 163400. -120. -61. 179. 118 6 973.50 973.78 163340. -60. -30. 179. 149 7 973.50 973.75 163250. -90. -45. 179. 134 8 973.50 973.81 163430. 180. 91. 30. 121 9 973.50 973.87 163610. 180. 91. 30. 121 10 973.50 973.85 163550. -60. -30. 179. 149 11 973.50 973.82 163460. -90. -45. 179. 134 12 973.50 973.79 163370. -90. -45. 179. 134 13 973.50 973.75 163250. -120. -61. 179. 118 14 973.50 973.75 163250. 0. 0. 179. 179 15 973.50 973.95 163850. 600. 303. 30. 333 16 973.50 974.13 164364. 514. 259. 30. 289 17 973.50 974.15 164420. 56. 28. 179. 207 18 973.50 974.17 164476. 56. 28. 179. 207 19 973.50 974.17 164476. 0. 0. 179. 179 20 973.50 974.14 164392. -84. -42. 179. 137 21 973.50 974.11 164308. -84. -42. 179. 137 22 973.50 974.10 164280. -28. -14. 96. 82 23 973.50 974.11 164308. 28. 14. 96. 110 24 973.50 973.99 163970. -338. -170. 333. 163 25 973.50 973.92 163760. -210. -106. 333. 227 26 973.50 973.87 163610. -150. -76. 333. 257 27 973.50 973.75 163250. -360. -182. 333. 151 28 973.50 973.61 162830. -420. -212. 333. 121 29 973.50 974.87 166436. 3606. 1818. 30. 1848 30 973.50 975.45 168150. 1714. 864. 30. 894 31 973.50 975.24 167520. -630. -318. 743. 425 + ____________________________________________________________________________ TOTAL FOR MONTH................ 4750. 3950. -1554. 5525. 7921. NET CHANGE IN DAY-SECOND-FEET.. 2395. 2396. 2396. AVERAGE FLOW IN C.F.S.......... 77. 178. 256. CHANGE IN CONTENTS FOR MO.(4).. 4750. (1) COMPUTATIONS BASED ON THE MAY 1965 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. 1 RESERVOIR INFLOW COMPUTATIONS (1) SMITH RIVER, VA. PHILPOTT LAKE JUNE 1976 ELEVATION,NGVD29 TOTAL CHANGE IN CONTENTS FLOW, CFS + ________________ __________________ _________ (2) RULE RESERVOIR CONTENTS ACRE - DAY-SEC-FEET (3) DATE HOUR CURVE LEVEL AF FEET STORED DRAWDOWN OUTFLOW INFLOW + ____ ____ _____ _________ ________ _____ ______ ________ _______ ______ 973.50 975.24 167520. 1 973.50 974.95 166660. -860. -434. 731. 297 2 973.50 974.65 165820. -840. -424. 731. 307 3 973.50 974.56 165568. -252. -127. 743. 616 4 973.50 974.34 164952. -616. -311. 731. 420 5 973.50 974.50 165400. 448. 226. 30. 256 6 973.50 974.64 165792. 392. 198. 30. 228 7 973.50 974.48 165344. -448. -226. 479. 253 8 973.50 974.27 164756. -588. -296. 487. 191 9 973.50 974.07 164196. -560. -282. 487. 205 10 973.50 973.86 163580. -616. -311. 487. 176 11 973.50 973.62 162860. -720. -363. 487. 124 12 973.50 973.71 163130. 270. 136. 30. 166 13 973.50 973.80 163400. 270. 136. 30. 166 14 973.50 973.75 163250. -150. -76. 229. 153 15 973.50 973.70 163100. -150. -76. 231. 155 16 973.50 973.75 163250. 150. 76. 231. 307 17 973.50 974.05 164140. 890. 449. 229. 678 18 973.50 974.05 164140. 0. 0. 231. 231 19 973.50 974.19 164532. 392. 198. 30. 228 20 973.50 974.73 166044. 1512. 762. 30. 792 21 973.50 974.85 166380. 336. 169. 385. 554 22 973.50 974.85 166380. 0. 0. 384. 384 23 973.50 974.80 166240. -140. -71. 379. 308 24 973.50 974.72 166016. -224. -113. 378. 265 25 973.50 974.67 165876. -140. -71. 384. 313 26 973.50 974.89 166492. 616. 311. 30. 341 27 973.50 975.07 167010. 518. 261. 30. 291 28 973.50 974.86 166408. -602. -304. 530. 226 29 973.50 974.64 165792. -616. -311. 530. 219 30 973.50 974.40 165120. -672. -339. 538. 199 + ____________________________________________________________________________ TOTAL FOR MONTH................ -2400. 2922. -4135. 10262. 9049. NET CHANGE IN DAY-SECOND-FEET.. -1210. -1213. 1213. AVERAGE FLOW IN C.F.S.......... -40. 342. 302. CHANGE IN CONTENTS FOR MO.(4).. -2400. (1) COMPUTATIONS BASED ON THE MAY 1965 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. 1 RESERVOIR INFLOW COMPUTATIONS (1) SMITH RIVER, VA. PHILPOTT LAKE JULY 1976 ELEVATION,NGVD29 TOTAL CHANGE IN CONTENTS FLOW, CFS + ________________ __________________ _________ (2) RULE RESERVOIR CONTENTS ACRE - DAY-SEC-FEET (3) DATE HOUR CURVE LEVEL AF FEET STORED DRAWDOWN OUTFLOW INFLOW + ____ ____ _____ _________ ________ _____ ______ ________ _______ ______ 973.50 974.40 165120. 1 973.50 974.14 164392. -728. -367. 538. 171 2 973.50 973.87 163610. -782. -394. 538. 144 3 973.50 973.97 163910. 300. 151. 30. 181 4 973.50 974.09 164252. 342. 172. 30. 202 5 973.50 974.06 164168. -84. -42. 282. 240 6 973.50 974.00 164000. -168. -85. 282. 197 7 973.50 973.94 163820. -180. -91. 282. 191 8 973.50 973.84 163520. -300. -151. 282. 131 9 973.50 973.74 163220. -300. -151. 282. 131 10 973.50 973.80 163400. 180. 91. 30. 121 11 973.50 973.88 163640. 240. 121. 30. 151 12 973.50 973.77 163310. -330. -166. 282. 116 13 973.50 973.64 162920. -390. -197. 282. 85 14 973.50 973.51 162530. -390. -197. 282. 85 15 973.50 973.39 162170. -360. -182. 282. 100 16 973.50 973.27 161810. -360. -182. 282. 100 17 973.50 973.30 161900. 90. 45. 30. 75 18 973.50 973.34 162020. 120. 61. 30. 91 19 973.50 973.22 161660. -360. -182. 286. 104 20 973.50 973.12 161360. -300. -151. 286. 135 21 973.50 973.00 161000. -360. -182. 286. 104 22 973.50 972.86 160608. -392. -198. 282. 84 23 973.50 972.76 160328. -280. -141. 282. 141 24 973.50 972.82 160496. 168. 85. 30. 115 25 973.50 972.87 160636. 140. 71. 30. 101 26 973.50 972.73 160244. -392. -198. 282. 84 27 973.50 972.60 159880. -364. -184. 282. 98 28 973.50 972.46 159488. -392. -198. 282. 84 29 973.50 972.32 159096. -392. -198. 282. 84 30 973.50 972.20 158760. -336. -169. 282. 113 31 973.50 972.25 158900. 140. 71. 30. 101 + ____________________________________________________________________________ TOTAL FOR MONTH................ -6220. 868. -4006. 6998. 3860. NET CHANGE IN DAY-SECOND-FEET.. -3136. -3138. 3138. AVERAGE FLOW IN C.F.S.......... -101. 226. 125. CHANGE IN CONTENTS FOR MO.(4).. -6220. (1) COMPUTATIONS BASED ON THE MAY 1965 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. 1 RESERVOIR INFLOW COMPUTATIONS (1) SMITH RIVER, VA. PHILPOTT LAKE AUGUST 1976 ELEVATION,NGVD29 TOTAL CHANGE IN CONTENTS FLOW, CFS + ________________ __________________ _________ (2) RULE RESERVOIR CONTENTS ACRE - DAY-SEC-FEET (3) DATE HOUR CURVE LEVEL AF FEET STORED DRAWDOWN OUTFLOW INFLOW + ____ ____ _____ _________ ________ _____ ______ ________ _______ ______ 973.50 972.25 158900. 1 973.47 972.28 158984. 84. 42. 30. 72 2 973.44 972.13 158564. -420. -212. 282. 70 3 973.40 971.98 158144. -420. -212. 264. 52 4 973.37 971.84 157752. -392. -198. 263. 65 5 973.34 971.68 157304. -448. -226. 286. 60 6 973.31 971.52 156856. -448. -226. 286. 60 7 973.28 971.71 157388. 532. 268. 30. 298 8 973.24 971.84 157752. 364. 184. 30. 214 9 973.21 971.70 157360. -392. -198. 282. 84 10 973.18 971.56 156968. -392. -198. 282. 84 11 973.15 971.41 156548. -420. -212. 282. 70 12 973.12 971.25 156100. -448. -226. 282. 56 13 973.08 971.13 155764. -336. -169. 282. 113 14 973.05 971.17 155876. 112. 56. 30. 86 15 973.02 971.21 155988. 112. 56. 30. 86 16 972.99 971.07 155596. -392. -198. 282. 84 17 972.95 970.92 155184. -412. -208. 282. 74 18 972.92 970.75 154725. -459. -231. 282. 51 19 972.89 970.57 154239. -486. -245. 282. 37 20 972.86 970.40 153780. -459. -231. 282. 51 21 972.82 970.41 153807. 27. 14. 30. 44 22 972.79 970.43 153861. 54. 27. 30. 57 23 972.76 970.26 153402. -459. -231. 286. 55 24 972.73 970.09 152943. -459. -231. 286. 55 25 972.69 969.91 152458. -485. -245. 286. 41 26 972.66 969.74 152001. -457. -230. 286. 56 27 972.63 969.67 151812. -189. -95. 286. 191 28 972.60 969.87 152350. 538. 271. 30. 301 29 972.56 969.95 152566. 216. 109. 30. 139 30 972.53 969.82 152216. -350. -176. 234. 58 31 972.50 969.68 151839. -377. -190. 234. 44 + ____________________________________________________________________________ TOTAL FOR MONTH................ -7061. 1027. -4588. 6369. 2808. NET CHANGE IN DAY-SECOND-FEET.. -3560. -3561. 3561. AVERAGE FLOW IN C.F.S.......... -115. 205. 91. CHANGE IN CONTENTS FOR MO.(4).. -7061. (1) COMPUTATIONS BASED ON THE MAY 1965 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. 1 RESERVOIR INFLOW COMPUTATIONS (1) SMITH RIVER, VA. PHILPOTT LAKE SEPTEMBER 1976 ELEVATION,NGVD29 TOTAL CHANGE IN CONTENTS FLOW, CFS + ________________ __________________ _________ (2) RULE RESERVOIR CONTENTS ACRE - DAY-SEC-FEET (3) DATE HOUR CURVE LEVEL AF FEET STORED DRAWDOWN OUTFLOW INFLOW + ____ ____ _____ _________ ________ _____ ______ ________ _______ ______ 972.50 969.68 151839. 1 972.47 969.54 151463. -376. -190. 234. 44 2 972.43 969.43 151167. -296. -149. 234. 85 3 972.40 969.30 150817. -350. -176. 234. 58 4 972.37 969.32 150871. 54. 27. 30. 57 5 972.33 969.35 150952. 81. 41. 30. 71 6 972.30 969.22 150602. -350. -176. 234. 58 7 972.27 969.09 150252. -350. -176. 234. 58 8 972.23 968.95 149877. -375. -189. 234. 45 9 972.20 968.82 149531. -346. -174. 234. 60 10 972.17 968.66 149106. -425. -214. 237. 23 11 972.13 968.66 149106. 0. 0. 30. 30 12 972.10 968.66 149106. 0. 0. 30. 30 13 972.07 968.51 148707. -399. -201. 237. 36 14 972.03 968.40 148414. -293. -148. 237. 89 15 972.00 968.42 148467. 53. 27. 237. 264 16 971.97 968.35 148281. -186. -94. 237. 143 17 971.93 968.22 147935. -346. -174. 237. 63 18 971.90 968.24 147988. 53. 27. 30. 57 19 971.87 968.27 148068. 80. 40. 30. 70 20 971.83 968.14 147722. -346. -174. 237. 63 21 971.80 967.99 147324. -398. -201. 237. 36 22 971.77 967.84 146928. -396. -200. 237. 37 23 971.73 967.69 146532. -396. -200. 237. 37 24 971.70 967.55 146162. -370. -187. 241. 54 25 971.67 967.56 146188. 26. 13. 30. 43 26 971.63 967.62 146347. 159. 80. 30. 110 27 971.60 967.70 146558. 211. 106. 241. 347 28 971.57 967.62 146347. -211. -106. 237. 131 29 971.53 967.52 146083. -264. -133. 237. 104 30 971.50 967.86 146980. 897. 452. 237. 689 + ____________________________________________________________________________ TOTAL FOR MONTH................ -4859. 813. -3262. 5441. 2992. NET CHANGE IN DAY-SECOND-FEET.. -2450. -2449. 2449. AVERAGE FLOW IN C.F.S.......... -82. 181. 100. CHANGE IN CONTENTS FOR MO.(4).. -4859. (1) COMPUTATIONS BASED ON THE MAY 1965 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. 1 RESERVOIR INFLOW COMPUTATIONS (1) SMITH RIVER, VA. PHILPOTT LAKE OCTOBER 1976 ELEVATION,NGVD29 TOTAL CHANGE IN CONTENTS FLOW, CFS + ________________ __________________ _________ (2) RULE RESERVOIR CONTENTS ACRE - DAY-SEC-FEET (3) DATE HOUR CURVE LEVEL AF FEET STORED DRAWDOWN OUTFLOW INFLOW + ____ ____ _____ _________ ________ _____ ______ ________ _______ ______ 971.50 967.86 146980. 1 971.50 967.83 146901. -79. -40. 237. 197 2 971.50 967.94 147192. 291. 147. 30. 177 3 971.50 968.04 147456. 264. 133. 30. 163 4 971.50 967.98 147297. -159. -80. 184. 104 5 971.50 967.91 147112. -185. -93. 184. 91 6 971.50 967.84 146928. -184. -93. 184. 91 7 971.50 967.90 147086. 158. 80. 184. 264 8 971.50 969.50 151355. 4269. 2152. 184. 2336 9 971.50 973.75 163250. 11895. 5997. 30. 6027 10 971.50 974.11 164308. 1058. 533. 30. 563 11 971.50 973.93 163790. -518. -261. 641. 380 12 971.50 973.64 162920. -870. -439. 641. 202 13 971.50 973.33 161990. -930. -469. 641. 172 14 971.50 973.02 161060. -930. -469. 651. 182 15 971.50 972.67 160076. -984. -496. 641. 145 16 971.50 972.83 160524. 448. 226. 30. 256 17 971.50 973.05 161150. 626. 316. 30. 346 18 971.50 972.90 160720. -430. -217. 484. 267 19 971.50 972.70 160160. -560. -282. 490. 208 20 971.50 972.75 160300. 140. 71. 490. 561 21 971.50 972.63 159964. -336. -169. 490. 321 22 971.50 972.48 159544. -420. -212. 490. 278 23 971.50 972.62 159936. 392. 198. 30. 228 24 971.50 972.76 160328. 392. 198. 30. 228 25 971.50 972.98 160944. 616. 311. 438. 749 26 971.50 973.32 161960. 1016. 512. 438. 950 27 971.50 973.31 161930. -30. -15. 438. 423 28 971.50 973.21 161630. -300. -151. 438. 287 29 971.50 973.08 161240. -390. -197. 438. 241 30 971.50 973.30 161900. 660. 333. 30. 363 31 971.50 973.54 162620. 720. 348.(5) 30. 378 + ____________________________________________________________________________ TOTAL FOR MONTH................ 15640. 11555. -3683. 9306. 17178. NET CHANGE IN DAY-SECOND-FEET.. 7872. 7872. 7872. AVERAGE FLOW IN C.F.S.......... 254. 300. 554. CHANGE IN CONTENTS FOR MO.(4).. 15640. (1) COMPUTATIONS BASED ON THE MAY 1965 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). 1 RESERVOIR INFLOW COMPUTATIONS (1) SMITH RIVER, VA. PHILPOTT LAKE NOVEMBER 1976 ELEVATION,NGVD29 TOTAL CHANGE IN CONTENTS FLOW, CFS + ________________ __________________ _________ (2) RULE RESERVOIR CONTENTS ACRE - DAY-SEC-FEET (3) DATE HOUR CURVE LEVEL AF FEET STORED DRAWDOWN OUTFLOW INFLOW + ____ ____ _____ _________ ________ _____ ______ ________ _______ ______ 971.50 973.54 162620. 1 971.50 973.28 161840. -780. -393. 651. 258 2 971.50 973.00 161000. -840. -424. 641. 217 3 971.50 972.72 160216. -784. -395. 651. 256 4 971.50 972.41 159348. -868. -438. 651. 213 5 971.50 972.08 158424. -924. -466. 651. 185 6 971.50 972.19 158732. 308. 155. 30. 185 7 971.50 972.28 158984. 252. 127. 30. 157 8 971.50 972.10 158480. -504. -254. 405. 151 9 971.50 971.94 158032. -448. -226. 405. 179 10 971.50 971.75 157500. -532. -268. 405. 137 11 971.50 971.60 157080. -420. -212. 405. 193 12 971.50 971.43 156604. -476. -240. 405. 165 13 971.50 971.52 156856. 252. 127. 30. 157 14 971.50 971.60 157080. 224. 113. 30. 143 15 971.50 971.60 157080. 0. 0. 182. 182 16 971.50 971.59 157052. -28. -14. 182. 168 17 971.50 971.56 156968. -84. -42. 182. 140 18 971.50 971.54 156912. -56. -28. 182. 154 19 971.50 971.50 156800. -112. -56. 182. 126 20 971.50 971.58 157024. 224. 113. 30. 143 21 971.50 971.66 157248. 224. 113. 30. 143 22 971.50 971.61 157108. -140. -71. 182. 111 23 971.50 971.58 157024. -84. -42. 182. 140 24 971.50 971.54 156912. -112. -56. 182. 126 25 971.50 971.50 156800. -112. -56. 182. 126 26 971.50 971.49 156772. -28. -14. 182. 168 27 971.50 971.56 156968. 196. 99. 30. 129 28 971.50 971.81 157668. 700. 353. 30. 383 29 971.50 972.06 158368. 700. 353. 182. 535 30 971.50 972.12 158536. 168. 85. 182. 267 + ____________________________________________________________________________ TOTAL FOR MONTH................ -4084. 1638. -3695. 7694. 5637. NET CHANGE IN DAY-SECOND-FEET.. -2059. -2057. 2057. AVERAGE FLOW IN C.F.S.......... -69. 256. 188. CHANGE IN CONTENTS FOR MO.(4).. -4084. (1) COMPUTATIONS BASED ON THE MAY 1965 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. 1 RESERVOIR INFLOW COMPUTATIONS (1) SMITH RIVER, VA. PHILPOTT LAKE DECEMBER 1976 ELEVATION,NGVD29 TOTAL CHANGE IN CONTENTS FLOW, CFS + ________________ __________________ _________ (2) RULE RESERVOIR CONTENTS ACRE - DAY-SEC-FEET (3) DATE HOUR CURVE LEVEL AF FEET STORED DRAWDOWN OUTFLOW INFLOW + ____ ____ _____ _________ ________ _____ ______ ________ _______ ______ 971.50 972.12 158536. 1 971.50 972.13 158564. 28. 14. 182. 196 2 971.50 972.15 158620. 56. 28. 182. 210 3 971.50 972.17 158676. 56. 28. 182. 210 4 971.50 972.28 158984. 308. 155. 30. 185 5 971.50 972.38 159264. 280. 141. 30. 171 6 971.50 972.36 159208. -56. -28. 386. 358 7 971.50 973.50 162500. 3292. 1660. 386. 2046 8 971.50 973.78 163340. 840. 424. 380. 804 9 971.50 973.86 163580. 240. 121. 380. 501 10 971.50 973.91 163730. 150. 76. 380. 456 11 971.50 974.15 164420. 690. 348. 30. 378 12 971.50 974.50 165400. 980. 494. 30. 524 13 971.50 974.23 164644. -756. -381. 743. 362 14 971.50 973.91 163730. -914. -461. 743. 282 15 971.50 973.62 162860. -870. -439. 743. 304 16 971.50 973.31 161930. -930. -469. 755. 286 17 971.50 972.97 160916. -1014. -511. 755. 244 18 971.50 972.62 159936. -980. -494. 755. 261 19 971.50 972.76 160328. 392. 198. 30. 228 20 971.50 972.51 159628. -700. -353. 651. 298 21 971.50 972.20 158760. -868. -438. 651. 213 22 971.50 971.88 157864. -896. -452. 651. 199 23 971.50 971.58 157024. -840. -424. 651. 227 24 971.50 971.26 156128. -896. -452. 651. 199 25 971.50 971.40 156520. 392. 198. 30. 228 26 971.50 971.55 156940. 420. 212. 30. 242 27 971.50 971.55 156940. 0. 0. 182. 182 28 971.50 971.58 157024. 84. 42. 182. 224 29 971.50 971.58 157024. 0. 0. 182. 182 30 971.50 971.58 157024. 0. 0. 182. 182 31 971.50 971.58 157024. 0. 0. 182. 182 + ____________________________________________________________________________ TOTAL FOR MONTH................ -1512. 4139. -4902. 11327. 10564. NET CHANGE IN DAY-SECOND-FEET.. -762. -763. 763. AVERAGE FLOW IN C.F.S.......... -25. 365. 341. CHANGE IN CONTENTS FOR MO.(4).. -1512. (1) COMPUTATIONS BASED ON THE MAY 1965 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. 1 RESERVOIR INFLOW COMPUTATIONS (1) SMITH RIVER, VA. PHILPOTT LAKE JANUARY 1977 ELEVATION,NGVD29 TOTAL CHANGE IN CONTENTS FLOW, CFS + ________________ __________________ _________ (2) RULE RESERVOIR CONTENTS ACRE - DAY-SEC-FEET (3) DATE HOUR CURVE LEVEL AF FEET STORED DRAWDOWN OUTFLOW INFLOW + ____ ____ _____ _________ ________ _____ ______ ________ _______ ______ 971.50 971.58 157024. 1 971.50 971.65 157220. 196. 99. 30. 129 2 971.50 971.74 157472. 252. 127. 30. 157 3 971.50 971.76 157528. 56. 28. 182. 210 4 971.50 971.76 157528. 0. 0. 164. 164 5 971.50 971.78 157584. 56. 28. 164. 192 6 971.50 971.82 157696. 112. 56. 164. 220 7 971.50 971.84 157752. 56. 28. 164. 192 8 971.50 971.93 158004. 252. 127. 30. 157 9 971.50 972.10 158480. 476. 240. 30. 270 10 971.50 972.12 158536. 56. 28. 182. 210 11 971.50 972.08 158424. -112. -56. 182. 126 12 971.50 972.06 158368. -56. -28. 182. 154 13 971.50 972.02 158256. -112. -56. 182. 126 14 971.50 972.05 158340. 84. 42. 182. 224 15 971.50 972.20 158760. 420. 212. 30. 242 16 971.50 972.29 159012. 252. 127. 30. 157 17 971.50 972.24 158872. -140. -71. 182. 111 18 971.50 972.22 158816. -56. -28. 182. 154 19 971.50 972.18 158704. -112. -56. 182. 126 20 971.50 972.17 158676. -28. -14. 182. 168 21 971.50 972.14 158592. -84. -42. 182. 140 22 971.50 972.24 158872. 280. 141. 30. 171 23 971.50 972.30 159040. 168. 85. 30. 115 24 971.50 972.31 159068. 28. 14. 182. 196 25 971.50 972.29 159012. -56. -28. 182. 154 26 971.50 972.27 158956. -56. -28. 182. 154 27 971.50 972.26 158928. -28. -14. 182. 168 28 971.50 972.23 158844. -84. -42. 182. 140 29 971.50 972.29 159012. 168. 85. 30. 115 30 971.50 972.35 159180. 168. 85. 30. 115 31 971.50 972.21 158788. -392. -198. 334. 136 + ____________________________________________________________________________ TOTAL FOR MONTH................ 1764. 1552. -661. 4202. 5093. NET CHANGE IN DAY-SECOND-FEET.. 889. 891. 891. AVERAGE FLOW IN C.F.S.......... 29. 136. 164. CHANGE IN CONTENTS FOR MO.(4).. 1764. (1) COMPUTATIONS BASED ON THE MAY 1965 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. 1 RESERVOIR INFLOW COMPUTATIONS (1) SMITH RIVER, VA. PHILPOTT LAKE FEBRUARY 1977 ELEVATION,NGVD29 TOTAL CHANGE IN CONTENTS FLOW, CFS + ________________ __________________ _________ (2) RULE RESERVOIR CONTENTS ACRE - DAY-SEC-FEET (3) DATE HOUR CURVE LEVEL AF FEET STORED DRAWDOWN OUTFLOW INFLOW + ____ ____ _____ _________ ________ _____ ______ ________ _______ ______ 971.50 972.21 158788. 1 971.54 972.07 158396. -392. -198. 334. 136 2 971.57 971.94 158032. -364. -184. 334. 150 3 971.61 971.80 157640. -392. -198. 334. 136 4 971.64 971.68 157304. -336. -169. 334. 165 5 971.68 971.79 157612. 308. 155. 30. 185 6 971.72 971.85 157780. 168. 85. 30. 115 7 971.75 971.82 157696. -84. -42. 182. 140 8 971.79 971.79 157612. -84. -42. 182. 140 9 971.82 971.77 157556. -56. -28. 182. 154 10 971.86 971.75 157500. -56. -28. 182. 154 11 971.90 971.73 157444. -56. -28. 182. 154 12 971.93 971.83 157724. 280. 141. 30. 171 13 971.97 971.93 158004. 280. 141. 30. 171 14 972.00 971.94 158032. 28. 14. 182. 196 15 972.04 971.91 157948. -84. -42. 182. 140 16 972.08 971.90 157920. -28. -14. 182. 168 17 972.11 971.86 157808. -112. -56. 182. 126 18 972.15 971.83 157724. -84. -42. 182. 140 19 972.18 971.92 157976. 252. 127. 30. 157 20 972.22 972.00 158200. 224. 113. 30. 143 21 972.25 971.96 158088. -112. -56. 182. 126 22 972.29 971.93 158004. -84. -42. 182. 140 23 972.32 971.90 157920. -84. -42. 182. 140 24 972.36 971.98 158144. 224. 113. 182. 295 25 972.39 972.00 158200. 56. 28. 179. 207 26 972.43 972.10 158480. 280. 141. 30. 171 27 972.46 972.20 158760. 280. 141. 30. 171 28 972.50 972.22 158816. 56. 28. 179. 207 + ____________________________________________________________________________ TOTAL FOR MONTH................ 28. 1227. -1211. 4482. 4498. NET CHANGE IN DAY-SECOND-FEET.. 14. 16. 16. AVERAGE FLOW IN C.F.S.......... 1. 160. 161. CHANGE IN CONTENTS FOR MO.(4).. 28. (1) COMPUTATIONS BASED ON THE MAY 1965 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. 1 RESERVOIR INFLOW COMPUTATIONS (1) SMITH RIVER, VA. PHILPOTT LAKE MARCH 1977 ELEVATION,NGVD29 TOTAL CHANGE IN CONTENTS FLOW, CFS + ________________ __________________ _________ (2) RULE RESERVOIR CONTENTS ACRE - DAY-SEC-FEET (3) DATE HOUR CURVE LEVEL AF FEET STORED DRAWDOWN OUTFLOW INFLOW + ____ ____ _____ _________ ________ _____ ______ ________ _______ ______ 972.50 972.22 158816. 1 972.53 972.22 158816. 0. 0. 179. 179 2 972.56 972.19 158732. -84. -42. 179. 137 3 972.60 972.17 158676. -56. -28. 179. 151 4 972.63 972.37 159236. 560. 282. 182. 464 5 972.66 972.65 160020. 784. 395. 30. 425 6 972.69 972.99 160972. 952. 480. 30. 510 7 972.72 973.10 161300. 328. 165. 179. 344 8 972.76 973.18 161540. 240. 121. 179. 300 9 972.79 973.20 161600. 60. 30. 179. 209 10 972.82 973.22 161660. 60. 30. 179. 209 11 972.85 973.22 161660. 0. 0. 179. 179 12 972.88 973.40 162200. 540. 272. 30. 302 13 972.92 974.65 165820. 3620. 1825. 30. 1855 14 972.95 974.98 166744. 924. 466. 177. 643 15 972.98 974.83 166324. -420. -212. 631. 419 16 973.01 974.60 165680. -644. -325. 631. 306 17 973.04 974.34 164952. -728. -367. 641. 274 18 973.08 974.07 164196. -756. -381. 641. 260 19 973.11 974.26 164728. 532. 268. 30. 298 20 973.14 974.56 165568. 840. 424. 30. 454 21 973.17 974.55 165540. -28. -14. 382. 368 22 973.21 974.54 165512. -28. -14. 380. 366 23 973.24 974.46 165288. -224. -113. 380. 267 24 973.27 974.36 165008. -280. -141. 380. 239 25 973.30 974.26 164728. -280. -141. 380. 239 26 973.34 974.39 165092. 364. 184. 30. 214 27 973.37 974.50 165400. 308. 155. 30. 185 28 973.40 974.32 164896. -504. -254. 482. 228 29 973.43 974.14 164392. -504. -254. 482. 228 30 973.47 974.02 164056. -336. -169. 482. 313 31 973.50 973.81 163430. -626. -316. 482. 166 + ____________________________________________________________________________ TOTAL FOR MONTH................ 4614. 5097. -2771. 8405. 10731. NET CHANGE IN DAY-SECOND-FEET.. 2326. 2326. 2326. AVERAGE FLOW IN C.F.S.......... 75. 271. 346. CHANGE IN CONTENTS FOR MO.(4).. 4614. (1) COMPUTATIONS BASED ON THE MAY 1965 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. 1 RESERVOIR INFLOW COMPUTATIONS (1) SMITH RIVER, VA. PHILPOTT LAKE APRIL 1977 ELEVATION,NGVD29 TOTAL CHANGE IN CONTENTS FLOW, CFS + ________________ __________________ _________ (2) RULE RESERVOIR CONTENTS ACRE - DAY-SEC-FEET (3) DATE HOUR CURVE LEVEL AF FEET STORED DRAWDOWN OUTFLOW INFLOW + ____ ____ _____ _________ ________ _____ ______ ________ _______ ______ 973.50 973.81 163430. 1 973.50 973.60 162800. -630. -318. 482. 164 2 973.50 973.70 163100. 300. 151. 30. 181 3 973.50 973.86 163580. 480. 242. 30. 272 4 973.50 974.10 164280. 700. 353. 433. 786 5 973.50 975.60 168600. 4320. 2178. 425. 2603 6 973.50 975.60 168600. 0. 0. 743. 743 7 973.50 975.46 168180. -420. -212. 744. 532 8 973.50 975.19 167370. -810. -408. 743. 335 9 973.50 974.95 166660. -710. -358. 743. 385 10 973.50 975.16 167280. 620. 313. 30. 343 11 973.50 974.95 166660. -620. -313. 591. 278 12 973.50 974.74 166072. -588. -296. 589. 293 13 973.50 974.53 165484. -588. -296. 589. 293 14 973.50 974.30 164840. -644. -325. 589. 264 15 973.50 974.04 164112. -728. -367. 589. 222 16 973.50 974.20 164560. 448. 226. 30. 256 17 973.50 974.33 164924. 364. 184. 30. 214 18 973.50 974.24 164672. -252. -127. 382. 255 19 973.50 974.18 164504. -168. -85. 380. 295 20 973.50 974.08 164224. -280. -141. 380. 239 21 973.50 973.97 163910. -314. -158. 380. 222 22 973.50 973.84 163520. -390. -197. 380. 183 23 973.50 973.98 163940. 420. 212. 30. 242 24 973.50 974.26 164728. 788. 415.(5) 30. 445 25 973.50 974.20 164560. -168. -85. 333. 248 26 973.50 974.12 164336. -224. -113. 333. 220 27 973.50 974.05 164140. -196. -99. 333. 234 28 973.50 973.93 163790. -350. -176. 333. 157 29 973.50 973.86 163580. -210. -106. 333. 227 30 973.50 973.96 163880. 300. 151. 30. 181 + ____________________________________________________________________________ TOTAL FOR MONTH................ 450. 4425. -4180. 11067. 11312. NET CHANGE IN DAY-SECOND-FEET.. 245. 245. 245. AVERAGE FLOW IN C.F.S.......... 8. 369. 377. CHANGE IN CONTENTS FOR MO.(4).. 450. (1) COMPUTATIONS BASED ON THE MAY 1965 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). 1 RESERVOIR INFLOW COMPUTATIONS (1) SMITH RIVER, VA. PHILPOTT LAKE MAY 1977 ELEVATION,NGVD29 TOTAL CHANGE IN CONTENTS FLOW, CFS + ________________ __________________ _________ (2) RULE RESERVOIR CONTENTS ACRE - DAY-SEC-FEET (3) DATE HOUR CURVE LEVEL AF FEET STORED DRAWDOWN OUTFLOW INFLOW + ____ ____ _____ _________ ________ _____ ______ ________ _______ ______ 973.50 973.96 163880. 1 973.50 974.06 164168. 288. 145. 30. 175 2 973.50 973.98 163940. -228. -115. 333. 218 3 973.50 973.89 163670. -270. -136. 333. 197 4 973.50 973.89 163670. 0. 0. 333. 333 5 973.50 973.83 163490. -180. -91. 332. 241 6 973.50 973.77 163310. -180. -91. 333. 242 7 973.50 973.90 163700. 390. 197. 30. 227 8 973.50 973.98 163940. 240. 121. 30. 151 9 973.50 973.96 163880. -60. -30. 179. 149 10 973.50 973.95 163850. -30. -15. 179. 164 11 973.50 973.94 163820. -30. -15. 179. 164 12 973.50 973.91 163730. -90. -45. 179. 134 13 973.50 973.88 163640. -90. -45. 179. 134 14 973.50 973.95 163850. 210. 106. 30. 136 15 973.50 974.03 164084. 234. 118. 30. 148 16 973.50 974.01 164028. -56. -28. 179. 151 17 973.50 973.98 163940. -88. -44. 179. 135 18 973.50 973.94 163820. -120. -61. 179. 118 19 973.50 973.91 163730. -90. -45. 179. 134 20 973.50 973.88 163640. -90. -45. 179. 134 21 973.50 973.96 163880. 240. 121. 30. 151 22 973.50 974.00 164000. 120. 61. 30. 91 23 973.50 973.98 163940. -60. -30. 179. 149 24 973.50 973.95 163850. -90. -45. 179. 134 25 973.50 974.00 164000. 150. 76. 179. 255 26 973.50 974.00 164000. 0. 0. 179. 179 27 973.50 973.97 163910. -90. -45. 179. 134 28 973.50 973.99 163970. 60. 30. 97. 127 29 973.50 974.02 164056. 86. 43. 97. 140 30 973.50 974.04 164112. 56. 28. 231. 259 31 973.50 974.02 164056. -56. -28. 231. 203 + ____________________________________________________________________________ TOTAL FOR MONTH................ 176. 1046. -954. 5215. 5307. NET CHANGE IN DAY-SECOND-FEET.. 89. 92. 92. AVERAGE FLOW IN C.F.S.......... 3. 168. 171. CHANGE IN CONTENTS FOR MO.(4).. 176. (1) COMPUTATIONS BASED ON THE MAY 1965 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. 1 RESERVOIR INFLOW COMPUTATIONS (1) SMITH RIVER, VA. PHILPOTT LAKE JUNE 1977 ELEVATION,NGVD29 TOTAL CHANGE IN CONTENTS FLOW, CFS + ________________ __________________ _________ (2) RULE RESERVOIR CONTENTS ACRE - DAY-SEC-FEET (3) DATE HOUR CURVE LEVEL AF FEET STORED DRAWDOWN OUTFLOW INFLOW + ____ ____ _____ _________ ________ _____ ______ ________ _______ ______ 973.50 974.02 164056. 1 973.50 974.00 164000. -56. -28. 231. 203 2 973.50 973.93 163790. -210. -106. 231. 125 3 973.50 973.85 163550. -240. -121. 231. 110 4 973.50 973.90 163700. 150. 76. 30. 106 5 973.50 973.95 163850. 150. 76. 30. 106 6 973.50 973.79 163370. -480. -242. 333. 91 7 973.50 973.65 162950. -420. -212. 333. 121 8 973.50 973.49 162470. -480. -242. 333. 91 9 973.50 973.33 161990. -480. -242. 333. 91 10 973.50 973.17 161510. -480. -242. 338. 96 11 973.50 973.20 161600. 90. 45. 30. 75 12 973.50 973.25 161750. 150. 76. 30. 106 13 973.50 973.18 161540. -210. -106. 231. 125 14 973.50 973.14 161420. -120. -61. 231. 170 15 973.50 973.09 161270. -150. -76. 234. 158 16 973.50 973.00 161000. -270. -136. 231. 95 17 973.50 972.94 160832. -168. -85. 234. 149 18 973.50 973.00 161000. 168. 85. 30. 115 19 973.50 973.06 161180. 180. 91. 30. 121 20 973.50 972.97 160916. -264. -133. 231. 98 21 973.50 972.86 160608. -308. -155. 231. 76 22 973.50 972.80 160440. -168. -85. 231. 146 23 973.50 972.81 160468. 28. 14. 231. 245 24 973.50 972.75 160300. -168. -85. 231. 146 25 973.50 972.81 160468. 168. 85. 30. 115 26 973.50 972.87 160636. 168. 85. 30. 115 27 973.50 972.79 160412. -224. -113. 234. 121 28 973.50 972.74 160272. -140. -71. 231. 160 29 973.50 972.68 160104. -168. -85. 231. 146 30 973.50 972.57 159796. -308. -155. 231. 76 + ____________________________________________________________________________ TOTAL FOR MONTH................ -4260. 633. -2781. 5846. 3698. NET CHANGE IN DAY-SECOND-FEET.. -2148. -2148. 2148. AVERAGE FLOW IN C.F.S.......... -72. 195. 123. CHANGE IN CONTENTS FOR MO.(4).. -4260. (1) COMPUTATIONS BASED ON THE MAY 1965 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. 1 RESERVOIR INFLOW COMPUTATIONS (1) SMITH RIVER, VA. PHILPOTT LAKE JULY 1977 ELEVATION,NGVD29 TOTAL CHANGE IN CONTENTS FLOW, CFS + ________________ __________________ _________ (2) RULE RESERVOIR CONTENTS ACRE - DAY-SEC-FEET (3) DATE HOUR CURVE LEVEL AF FEET STORED DRAWDOWN OUTFLOW INFLOW + ____ ____ _____ _________ ________ _____ ______ ________ _______ ______ 973.50 972.57 159796. 1 973.50 972.46 159488. -308. -155. 234. 79 2 973.50 972.49 159572. 84. 42. 30. 72 3 973.50 972.50 159600. 28. 14. 30. 44 4 973.50 972.37 159236. -364. -184. 282. 98 5 973.50 972.22 158816. -420. -212. 282. 70 6 973.50 972.07 158396. -420. -212. 282. 70 7 973.50 971.90 157920. -476. -240. 282. 42 8 973.50 971.74 157472. -448. -226. 282. 56 9 973.50 971.74 157472. 0. 0. 30. 30 10 973.50 971.80 157640. 168. 85. 30. 115 11 973.50 971.68 157304. -336. -169. 276. 107 12 973.50 971.74 157472. 168. 85. 286. 371 13 973.50 971.62 157136. -336. -169. 286. 117 14 973.50 971.47 156716. -420. -212. 286. 74 15 973.50 971.31 156268. -448. -226. 286. 60 16 973.50 971.32 156296. 28. 14. 30. 44 17 973.50 971.34 156352. 56. 28. 30. 58 18 973.50 971.18 155904. -448. -226. 282. 56 19 973.50 971.05 155540. -364. -184. 233. 49 20 973.50 970.90 155130. -410. -207. 234. 27 21 973.50 970.77 154779. -351. -177. 231. 54 22 973.50 970.64 154428. -351. -177. 234. 57 23 973.50 970.50 154050. -378. -191. 237. 46 24 973.50 970.50 154050. 0. 0. 30. 30 25 973.50 970.32 153564. -486. -245. 286. 41 26 973.50 970.19 153213. -351. -177. 237. 60 27 973.50 970.04 152808. -405. -204. 237. 33 28 973.50 969.89 152404. -404. -204. 235. 31 29 973.50 969.74 152001. -403. -203. 237. 34 30 973.50 969.61 151651. -350. -176. 237. 61 31 973.50 969.61 151651. 0. 0. 30. 30 + ____________________________________________________________________________ TOTAL FOR MONTH................ -8145. 268. -4376. 6224. 2116. NET CHANGE IN DAY-SECOND-FEET.. -4106. -4108. 4108. AVERAGE FLOW IN C.F.S.......... -133. 201. 68. CHANGE IN CONTENTS FOR MO.(4).. -8145. (1) COMPUTATIONS BASED ON THE JUNE 1977 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. 1 RESERVOIR INFLOW COMPUTATIONS (1) SMITH RIVER, VA. PHILPOTT LAKE AUGUST 1977 ELEVATION,NGVD29 TOTAL CHANGE IN CONTENTS FLOW, CFS + ________________ __________________ _________ (2) RULE RESERVOIR CONTENTS ACRE - DAY-SEC-FEET (3) DATE HOUR CURVE LEVEL AF FEET STORED DRAWDOWN OUTFLOW INFLOW + ____ ____ _____ _________ ________ _____ ______ ________ _______ ______ 973.50 969.61 151651. 1 973.47 969.42 151140. -511. -258. 286. 28 2 973.44 969.28 150763. -377. -190. 234. 44 3 973.40 969.16 150440. -323. -163. 237. 74 4 973.37 969.02 150064. -376. -190. 234. 44 5 973.34 968.92 149797. -267. -135. 234. 99 6 973.31 968.78 149425. -372. -188. 234. 46 7 973.28 968.78 149425. 0. 0. 30. 30 8 973.24 968.59 148919. -506. -255. 286. 31 9 973.21 968.44 148520. -399. -201. 241. 40 10 973.18 968.30 148148. -372. -188. 237. 49 11 973.15 968.16 147776. -372. -188. 241. 53 12 973.12 968.06 147510. -266. -134. 241. 107 13 973.08 968.04 147456. -54. -27. 241. 214 14 973.05 968.10 147616. 160. 81. 30. 111 15 973.02 967.94 147192. -424. -214. 290. 76 16 972.99 967.81 146848. -344. -173. 241. 68 17 972.95 967.69 146532. -316. -159. 241. 82 18 972.92 967.55 146162. -370. -187. 241. 54 19 972.89 967.39 145740. -422. -213. 241. 28 20 972.86 967.25 145370. -370. -187. 241. 54 21 972.82 967.28 145449. 79. 40. 30. 70 22 972.79 967.20 145238. -211. -106. 290. 184 23 972.76 967.07 144895. -343. -173. 236. 63 24 972.73 966.93 144527. -368. -186. 241. 55 25 972.69 966.79 144160. -367. -185. 241. 56 26 972.66 966.65 143793. -367. -185. 241. 56 27 972.63 966.50 143400. -393. -198. 241. 43 28 972.60 966.51 143426. 26. 13. 30. 43 29 972.56 966.20 142614. -812. -409. 456. 47 30 972.53 965.88 141779. -835. -421. 462. 41 31 972.50 965.57 140976. -803. -405. 462. 57 + ____________________________________________________________________________ TOTAL FOR MONTH................ -10675. 134. -5518. 7431. 2047. NET CHANGE IN DAY-SECOND-FEET.. -5382. -5384. 5384. AVERAGE FLOW IN C.F.S.......... -174. 240. 66. CHANGE IN CONTENTS FOR MO.(4).. -10675. (1) COMPUTATIONS BASED ON THE JUNE 1977 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. 1 RESERVOIR INFLOW COMPUTATIONS (1) SMITH RIVER, VA. PHILPOTT LAKE SEPTEMBER 1977 ELEVATION,NGVD29 TOTAL CHANGE IN CONTENTS FLOW, CFS + ________________ __________________ _________ (2) RULE RESERVOIR CONTENTS ACRE - DAY-SEC-FEET (3) DATE HOUR CURVE LEVEL AF FEET STORED DRAWDOWN OUTFLOW INFLOW + ____ ____ _____ _________ ________ _____ ______ ________ _______ ______ 972.50 965.57 140976. 1 972.47 965.39 140510. -466. -235. 299. 64 2 972.43 965.19 139992. -518. -261. 299. 38 3 972.40 964.98 139449. -543. -274. 299. 25 4 972.37 964.98 139449. 0. 0. 30. 30 5 972.33 964.79 138962. -487. -246. 299. 53 6 972.30 964.49 138194. -768. -387. 413. 26 7 972.27 964.40 137964. -230. -116. 408. 292 8 972.23 964.38 137913. -51. -26. 414. 388 9 972.20 964.17 137375. -538. -271. 414. 143 10 972.17 963.96 136839. -536. -270. 414. 144 11 972.13 963.98 136890. 51. 26. 30. 56 12 972.10 963.82 136486. -404. -204. 247. 43 13 972.07 963.67 136108. -378. -191. 247. 56 14 972.03 963.51 135705. -403. -203. 247. 44 15 972.00 963.35 135302. -403. -203. 244. 41 16 971.97 963.33 135252. -50. -25. 244. 219 17 971.93 963.45 135554. 302. 152. 30. 182 18 971.90 963.50 135680. 126. 64. 30. 94 19 971.87 963.38 135378. -302. -152. 244. 92 20 971.83 963.23 135000. -378. -191. 244. 53 21 971.80 963.08 134622. -378. -191. 244. 53 22 971.77 962.92 134222. -400. -202. 244. 42 23 971.73 962.76 133825. -397. -200. 244. 44 24 971.70 962.78 133874. 49. 25. 30. 55 25 971.67 962.84 134023. 149. 75. 30. 105 26 971.63 962.72 133726. -297. -150. 244. 94 27 971.60 962.57 133354. -372. -188. 247. 59 28 971.57 962.41 132957. -397. -200. 247. 47 29 971.53 962.24 132535. -422. -213. 247. 34 30 971.50 962.07 132114. -421. -212. 247. 35 + ____________________________________________________________________________ TOTAL FOR MONTH................ -8862. 342. -4811. 7120. 2651. NET CHANGE IN DAY-SECOND-FEET.. -4468. -4469. 4469. AVERAGE FLOW IN C.F.S.......... -149. 237. 88. CHANGE IN CONTENTS FOR MO.(4).. -8862. (1) COMPUTATIONS BASED ON THE JUNE 1977 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. 1 RESERVOIR INFLOW COMPUTATIONS (1) SMITH RIVER, VA. PHILPOTT LAKE OCTOBER 1977 ELEVATION,NGVD29 TOTAL CHANGE IN CONTENTS FLOW, CFS + ________________ __________________ _________ (2) RULE RESERVOIR CONTENTS ACRE - DAY-SEC-FEET (3) DATE HOUR CURVE LEVEL AF FEET STORED DRAWDOWN OUTFLOW INFLOW + ____ ____ _____ _________ ________ _____ ______ ________ _______ ______ 971.50 962.07 132114. 1 971.50 962.17 132362. 248. 125. 30. 155 2 971.50 962.23 132510. 148. 75. 30. 105 3 971.50 961.87 131623. -887. -447. 469. 22 4 971.50 961.63 131037. -586. -295. 469. 174 5 971.50 961.40 130476. -561. -283. 482. 199 6 971.50 961.17 129915. -561. -283. 469. 186 7 971.50 960.90 129260. -655. -330. 469. 139 8 971.50 961.00 129500. 240. 121. 30. 151 9 971.50 961.32 130281. 781. 394. 30. 424 10 971.50 961.31 130256. -25. -13. 197. 184 11 971.50 961.28 130183. -73. -37. 197. 160 12 971.50 961.21 130012. -171. -86. 197. 111 13 971.50 961.23 130061. 49. 25. 197. 222 14 971.50 961.36 130378. 317. 160. 197. 357 15 971.50 961.49 130696. 318. 160. 30. 190 16 971.50 961.60 130964. 268. 135. 30. 165 17 971.50 961.52 130769. -195. -98. 197. 99 18 971.50 961.43 130549. -220. -111. 197. 86 19 971.50 961.33 130305. -244. -123. 197. 74 20 971.50 961.22 130037. -268. -135. 197. 62 21 971.50 961.11 129768. -269. -136. 197. 61 22 971.50 961.14 129842. 74. 37. 30. 67 23 971.50 961.15 129866. 24. 12. 30. 42 24 971.50 961.05 129622. -244. -123. 197. 74 25 971.50 960.92 129308. -314. -158. 197. 39 26 971.50 962.60 133428. 4120. 2077. 197. 2274 27 971.50 962.78 133874. 446. 225. 192. 417 28 971.50 962.85 134048. 174. 88. 189. 277 29 971.50 962.93 134246. 198. 100. 30. 130 30 971.50 963.02 134470. 224. 108.(5) 30. 138 31 971.50 963.05 134546. 76. 38. 99. 137 + ____________________________________________________________________________ TOTAL FOR MONTH................ 2432. 3880. -2658. 5699. 6921. NET CHANGE IN DAY-SECOND-FEET.. 1222. 1222. 1222. AVERAGE FLOW IN C.F.S.......... 39. 184. 223. CHANGE IN CONTENTS FOR MO.(4).. 2432. (1) COMPUTATIONS BASED ON THE JUNE 1977 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). 1 RESERVOIR INFLOW COMPUTATIONS (1) SMITH RIVER, VA. PHILPOTT LAKE NOVEMBER 1977 ELEVATION,NGVD29 TOTAL CHANGE IN CONTENTS FLOW, CFS + ________________ __________________ _________ (2) RULE RESERVOIR CONTENTS ACRE - DAY-SEC-FEET (3) DATE HOUR CURVE LEVEL AF FEET STORED DRAWDOWN OUTFLOW INFLOW + ____ ____ _____ _________ ________ _____ ______ ________ _______ ______ 971.50 963.05 134546. 1 971.50 963.07 134596. 50. 25. 99. 124 2 971.50 963.15 134798. 202. 102. 101. 203 3 971.50 963.38 135378. 580. 292. 101. 393 4 971.50 964.12 137247. 1869. 942. 101. 1043 5 971.50 964.95 139372. 2125. 1071. 30. 1101 6 971.50 966.25 142745. 3373. 1701. 30. 1731 7 971.50 968.15 147749. 5004. 2523. 133. 2656 8 971.50 968.83 149558. 1809. 912. 133. 1045 9 971.50 969.17 150467. 909. 458. 133. 591 10 971.50 969.40 151086. 619. 312. 131. 443 11 971.50 969.55 151490. 404. 204. 133. 337 12 971.50 969.75 152028. 538. 271. 30. 301 13 971.50 969.91 152458. 430. 217. 30. 247 14 971.50 970.00 152700. 242. 122. 131. 253 15 971.50 970.07 152889. 189. 95. 131. 226 16 971.50 970.23 153321. 432. 218. 133. 351 17 971.50 970.48 153996. 675. 340. 130. 470 18 971.50 970.58 154266. 270. 136. 133. 269 19 971.50 970.75 154725. 459. 231. 30. 261 20 971.50 970.90 155130. 405. 204. 30. 234 21 971.50 970.96 155292. 162. 82. 182. 264 22 971.50 971.02 155456. 164. 83. 182. 265 23 971.50 971.08 155624. 168. 85. 182. 267 24 971.50 971.16 155848. 224. 113. 182. 295 25 971.50 971.22 156016. 168. 85. 182. 267 26 971.50 971.45 156660. 644. 325. 30. 355 27 971.50 971.60 157080. 420. 212. 30. 242 28 971.50 971.63 157164. 84. 42. 182. 224 29 971.50 971.68 157304. 140. 71. 182. 253 30 971.50 971.76 157528. 224. 113. 182. 295 + ____________________________________________________________________________ TOTAL FOR MONTH................ 22982. 11587. 0. 3419. 15006. NET CHANGE IN DAY-SECOND-FEET.. 11587. 11587. 11587. AVERAGE FLOW IN C.F.S.......... 386. 114. 500. CHANGE IN CONTENTS FOR MO.(4).. 22982. (1) COMPUTATIONS BASED ON THE JUNE 1977 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. 1 RESERVOIR INFLOW COMPUTATIONS (1) SMITH RIVER, VA. PHILPOTT LAKE DECEMBER 1977 ELEVATION,NGVD29 TOTAL CHANGE IN CONTENTS FLOW, CFS + ________________ __________________ _________ (2) RULE RESERVOIR CONTENTS ACRE - DAY-SEC-FEET (3) DATE HOUR CURVE LEVEL AF FEET STORED DRAWDOWN OUTFLOW INFLOW + ____ ____ _____ _________ ________ _____ ______ ________ _______ ______ 971.50 971.76 157528. 1 971.50 971.85 157780. 252. 127. 182. 309 2 971.50 971.92 157976. 196. 99. 182. 281 3 971.50 972.09 158452. 476. 240. 30. 270 4 971.50 972.24 158872. 420. 212. 30. 242 5 971.50 972.53 159684. 812. 409. 294. 703 6 971.50 972.70 160160. 476. 240. 286. 526 7 971.50 972.73 160244. 84. 42. 286. 328 8 971.50 972.73 160244. 0. 0. 286. 286 9 971.50 972.72 160216. -28. -14. 286. 272 10 971.50 972.85 160580. 364. 184. 30. 214 11 971.50 972.98 160944. 364. 184. 30. 214 12 971.50 972.72 160216. -728. -367. 599. 232 13 971.50 972.45 159460. -756. -381. 599. 218 14 971.50 972.30 159040. -420. -212. 589. 377 15 971.50 972.10 158480. -560. -282. 599. 317 16 971.50 971.85 157780. -700. -353. 599. 246 17 971.50 972.10 158480. 700. 353. 30. 383 18 971.50 972.50 159600. 1120. 565. 30. 595 19 971.50 972.45 159460. -140. -71. 438. 367 20 971.50 972.38 159264. -196. -99. 438. 339 21 971.50 972.28 158984. -280. -141. 438. 297 22 971.50 972.15 158620. -364. -184. 438. 254 23 971.50 972.01 158228. -392. -198. 438. 240 24 971.50 972.16 158648. 420. 212. 30. 242 25 971.50 972.34 159152. 504. 254. 30. 284 26 971.50 972.14 158592. -560. -282. 550. 268 27 971.50 971.86 157808. -784. -395. 542. 147 28 971.50 971.60 157080. -728. -367. 541. 174 29 971.50 971.37 156436. -644. -325. 541. 216 30 971.50 971.16 155848. -588. -296. 541. 245 31 971.50 971.28 156184. 336. 169. 30. 199 + ____________________________________________________________________________ TOTAL FOR MONTH................ -1344. 3290. -3967. 9962. 9285. NET CHANGE IN DAY-SECOND-FEET.. -678. -677. 677. AVERAGE FLOW IN C.F.S.......... -22. 321. 300. CHANGE IN CONTENTS FOR MO.(4).. -1344. (1) COMPUTATIONS BASED ON THE JUNE 1977 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. 1 RESERVOIR INFLOW COMPUTATIONS (1) SMITH RIVER, VA. PHILPOTT LAKE JANUARY 1978 ELEVATION,NGVD29 TOTAL CHANGE IN CONTENTS FLOW, CFS + ________________ __________________ _________ (2) RULE RESERVOIR CONTENTS ACRE - DAY-SEC-FEET (3) DATE HOUR CURVE LEVEL AF FEET STORED DRAWDOWN OUTFLOW INFLOW + ____ ____ _____ _________ ________ _____ ______ ________ _______ ______ 971.50 971.28 156184. 1 971.50 971.42 156576. 392. 198. 30. 228 2 971.50 971.42 156576. 0. 0. 182. 182 3 971.50 971.40 156520. -56. -28. 184. 156 4 971.50 971.40 156520. 0. 0. 184. 184 5 971.50 971.40 156520. 0. 0. 182. 182 6 971.50 971.44 156632. 112. 56. 182. 238 7 971.50 971.55 156940. 308. 155. 30. 185 8 971.50 972.30 159040. 2100. 1059. 30. 1089 9 971.50 973.10 161300. 2260. 1139. 179. 1318 10 971.50 972.87 160636. -664. -335. 807. 472 11 971.50 972.55 159740. -896. -452. 807. 355 12 971.50 972.21 158788. -952. -480. 807. 327 13 971.50 971.96 158088. -700. -353. 807. 454 14 971.50 972.15 158620. 532. 268. 30. 298 15 971.50 972.30 159040. 420. 212. 30. 242 16 971.50 972.20 158760. -280. -141. 386. 245 17 971.50 972.30 159040. 280. 141. 386. 527 18 971.50 972.31 159068. 28. 14. 386. 400 19 971.50 972.36 159208. 140. 71. 386. 457 20 971.50 972.37 159236. 28. 14. 386. 400 21 971.50 972.55 159740. 504. 254. 30. 284 22 971.50 972.70 160160. 420. 212. 30. 242 23 971.50 972.57 159796. -364. -184. 541. 357 24 971.50 972.30 159040. -756. -381. 541. 160 25 971.50 973.05 161150. 2110. 1064. 541. 1605 26 971.50 975.80 169200. 8050. 4059. 533. 4592 27 971.50 975.93 169590. 390. 197. 731. 928 28 971.50 975.80 169200. -390. -197. 743. 546 29 971.50 976.10 170080. 880. 444. 30. 474 30 971.50 975.87 169410. -670. -338. 743. 405 31 971.50 975.63 168690. -720. -363. 743. 380 + ____________________________________________________________________________ TOTAL FOR MONTH................ 12506. 9557. -3252. 11607. 17912. NET CHANGE IN DAY-SECOND-FEET.. 6305. 6305. 6305. AVERAGE FLOW IN C.F.S.......... 203. 374. 578. CHANGE IN CONTENTS FOR MO.(4).. 12506. (1) COMPUTATIONS BASED ON THE JUNE 1977 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. 1 RESERVOIR INFLOW COMPUTATIONS (1) SMITH RIVER, VA. PHILPOTT LAKE FEBRUARY 1978 ELEVATION,NGVD29 TOTAL CHANGE IN CONTENTS FLOW, CFS + ________________ __________________ _________ (2) RULE RESERVOIR CONTENTS ACRE - DAY-SEC-FEET (3) DATE HOUR CURVE LEVEL AF FEET STORED DRAWDOWN OUTFLOW INFLOW + ____ ____ _____ _________ ________ _____ ______ ________ _______ ______ 971.50 975.63 168690. 1 971.53 975.63 168690. 0. 0. 743. 743 2 971.57 975.13 167190. -1500. -756. 743. -13 3 971.60 974.85 166380. -810. -408. 743. 335 4 971.64 974.55 165540. -840. -424. 743. 319 5 971.67 974.75 166100. 560. 282. 30. 312 6 971.71 974.50 165400. -700. -353. 641. 288 7 971.74 974.24 164672. -728. -367. 641. 274 8 971.78 973.97 163910. -762. -384. 641. 257 9 971.81 973.78 163340. -570. -287. 641. 354 10 971.85 973.50 162500. -840. -424. 641. 217 11 971.88 973.65 162950. 450. 227. 30. 257 12 971.92 973.83 163490. 540. 272. 30. 302 13 971.95 973.61 162830. -660. -333. 641. 308 14 971.99 973.33 161990. -840. -424. 651. 227 15 972.02 973.08 161240. -750. -378. 651. 273 16 972.06 972.85 160580. -660. -333. 651. 318 17 972.09 972.58 159824. -756. -381. 641. 260 18 972.13 972.77 160356. 532. 268. 30. 298 19 972.17 972.94 160832. 476. 240. 30. 270 20 972.20 972.90 160720. -112. -56. 334. 278 21 972.24 972.88 160664. -56. -28. 334. 306 22 972.28 972.83 160524. -140. -71. 334. 263 23 972.32 972.77 160356. -168. -85. 334. 249 24 972.35 972.72 160216. -140. -71. 334. 263 25 972.39 972.92 160776. 560. 282. 30. 312 26 972.43 973.13 161390. 614. 310. 30. 340 27 972.46 973.10 161300. -90. -45. 334. 289 28 972.50 973.10 161300. 0. 0. 334. 334 + ____________________________________________________________________________ TOTAL FOR MONTH................ -7390. 1881. -5608. 11960. 8233. NET CHANGE IN DAY-SECOND-FEET.. -3726. -3727. 3727. AVERAGE FLOW IN C.F.S.......... -133. 427. 294. CHANGE IN CONTENTS FOR MO.(4).. -7390. (1) COMPUTATIONS BASED ON THE JUNE 1977 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. 1 RESERVOIR INFLOW COMPUTATIONS (1) SMITH RIVER, VA. PHILPOTT LAKE MARCH 1978 ELEVATION,NGVD29 TOTAL CHANGE IN CONTENTS FLOW, CFS + ________________ __________________ _________ (2) RULE RESERVOIR CONTENTS ACRE - DAY-SEC-FEET (3) DATE HOUR CURVE LEVEL AF FEET STORED DRAWDOWN OUTFLOW INFLOW + ____ ____ _____ _________ ________ _____ ______ ________ _______ ______ 972.50 973.10 161300. 1 972.53 973.06 161180. -120. -61. 334. 273 2 972.56 973.06 161180. 0. 0. 334. 334 3 972.60 973.04 161120. -60. -30. 334. 304 4 972.63 973.17 161510. 390. 197. 30. 227 5 972.66 973.32 161960. 450. 227. 30. 257 6 972.69 973.27 161810. -150. -76. 334. 258 7 972.72 973.24 161720. -90. -45. 334. 289 8 972.76 973.28 161840. 120. 61. 339. 400 9 972.79 973.30 161900. 60. 30. 334. 364 10 972.82 974.56 165568. 3668. 1849. 329. 2178 11 972.85 975.00 166800. 1232. 621. 30. 651 12 972.88 975.60 168600. 1800. 908. 30. 938 13 972.92 975.79 169170. 570. 287. 483. 770 14 972.95 975.85 169350. 180. 91. 743. 834 15 972.98 975.94 169620. 270. 136. 743. 879 16 973.01 975.91 169530. -90. -45. 743. 698 17 973.04 975.66 168780. -750. -378. 731. 353 18 973.08 975.45 168150. -630. -318. 743. 425 19 973.11 975.70 168900. 750. 378. 30. 408 20 973.14 975.45 168150. -750. -378. 743. 365 21 973.17 975.20 167400. -750. -378. 743. 365 22 973.21 974.95 166660. -740. -373. 743. 370 23 973.24 974.65 165820. -840. -424. 743. 319 24 973.27 974.40 165120. -700. -353. 731. 378 25 973.30 974.18 164504. -616. -311. 743. 432 26 973.34 975.45 168150. 3646. 1838. 30. 1868 27 973.37 975.63 168690. 540. 272. 743. 1015 28 973.40 975.55 168450. -240. -121. 731. 610 29 973.43 975.40 168000. -450. -227. 731. 504 30 973.47 975.21 167430. -570. -287. 731. 444 31 973.50 975.03 166890. -540. -272. 731. 459 + ____________________________________________________________________________ TOTAL FOR MONTH................ 5590. 6895. -4077. 15151. 17969. NET CHANGE IN DAY-SECOND-FEET.. 2818. 2818. 2818. AVERAGE FLOW IN C.F.S.......... 91. 489. 580. CHANGE IN CONTENTS FOR MO.(4).. 5590. (1) COMPUTATIONS BASED ON THE JUNE 1977 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. 1 RESERVOIR INFLOW COMPUTATIONS (1) SMITH RIVER, VA. PHILPOTT LAKE APRIL 1978 ELEVATION,NGVD29 TOTAL CHANGE IN CONTENTS FLOW, CFS + ________________ __________________ _________ (2) RULE RESERVOIR CONTENTS ACRE - DAY-SEC-FEET (3) DATE HOUR CURVE LEVEL AF FEET STORED DRAWDOWN OUTFLOW INFLOW + ____ ____ _____ _________ ________ _____ ______ ________ _______ ______ 973.50 975.03 166890. 1 973.50 975.23 167490. 600. 303. 30. 333 2 973.50 975.45 168150. 660. 333. 30. 363 3 973.50 975.20 167400. -750. -378. 731. 353 4 973.50 974.95 166660. -740. -373. 731. 358 5 973.50 974.63 165764. -896. -452. 731. 279 6 973.50 974.39 165092. -672. -339. 731. 392 7 973.50 974.09 164252. -840. -424. 743. 319 8 973.50 974.27 164756. 504. 254. 30. 284 9 973.50 974.45 165260. 504. 254. 30. 284 10 973.50 974.37 165036. -224. -113. 431. 318 11 973.50 974.30 164840. -196. -99. 431. 332 12 973.50 974.20 164560. -280. -141. 431. 290 13 973.50 974.06 164168. -392. -198. 431. 233 14 973.50 973.94 163820. -348. -175. 431. 256 15 973.50 974.05 164140. 320. 161. 30. 191 16 973.50 974.17 164476. 336. 169. 30. 199 17 973.50 974.01 164028. -448. -226. 483. 257 18 973.50 973.88 163640. -388. -196. 482. 286 19 973.50 973.75 163250. -390. -197. 482. 285 20 973.50 973.60 162800. -450. -227. 482. 255 21 973.50 973.43 162290. -510. -257. 490. 233 22 973.50 973.56 162680. 390. 197. 30. 227 23 973.50 973.70 163100. 420. 212. 30. 242 24 973.50 973.75 163250. 150. 76. 179. 255 25 973.50 974.00 164000. 750. 378. 179. 557 26 973.50 978.30 176730. 12730. 6418. 179. 6597 27 973.50 979.36 179980. 3250. 1639. 1400. 3039 28 973.50 978.49 177319. -2661. -1342. 2590. 1248 29 973.50 977.48 174136. -3183. -1605. 2272. 667 30 973.50 977.06 172792. -1344.(5) -707. 1320. 613 + ____________________________________________________________________________ TOTAL FOR MONTH................ 5902. 10394. -7449. 16600. 19545. NET CHANGE IN DAY-SECOND-FEET.. 2945. 2945. 2945. AVERAGE FLOW IN C.F.S.......... 98. 553. 652. CHANGE IN CONTENTS FOR MO.(4).. 5902. (1) COMPUTATIONS BASED ON THE JUNE 1977 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). 1 RESERVOIR INFLOW COMPUTATIONS (1) SMITH RIVER, VA. PHILPOTT LAKE MAY 1978 ELEVATION,NGVD29 TOTAL CHANGE IN CONTENTS FLOW, CFS + ________________ __________________ _________ (2) RULE RESERVOIR CONTENTS ACRE - DAY-SEC-FEET (3) DATE HOUR CURVE LEVEL AF FEET STORED DRAWDOWN OUTFLOW INFLOW + ____ ____ _____ _________ ________ _____ ______ ________ _______ ______ 973.50 977.06 172792. 1 973.50 976.55 171340. -1452. -732. 1320. 588 2 973.50 975.98 169740. -1600. -807. 1320. 513 3 973.50 975.38 167940. -1800. -908. 1320. 412 4 973.50 975.94 169620. 1680. 847. 1320. 2167 5 973.50 976.08 170024. 404. 204. 1320. 1524 6 973.50 975.72 168960. -1064. -536. 1320. 784 7 973.50 975.38 167940. -1020. -514. 1240. 726 8 973.50 975.36 167880. -60. -30. 1260. 1230 9 973.50 975.26 167580. -300. -151. 1240. 1089 10 973.50 974.92 166576. -1004. -506. 1240. 734 11 973.50 974.50 165400. -1176. -593. 1138. 545 12 973.50 974.43 165204. -196. -99. 743. 644 13 973.50 975.00 166800. 1596. 805. 30. 835 14 973.50 975.46 168180. 1380. 696. 30. 726 15 973.50 975.59 168570. 390. 197. 534. 731 16 973.50 975.53 168390. -180. -91. 731. 640 17 973.50 975.42 168060. -330. -166. 743. 577 18 973.50 975.28 167640. -420. -212. 743. 531 19 973.50 975.11 167130. -510. -257. 731. 474 20 973.50 974.85 166380. -750. -378. 731. 353 21 973.50 975.15 167250. 870. 439. 30. 469 22 973.50 975.00 166800. -450. -227. 637. 410 23 973.50 974.82 166296. -504. -254. 637. 383 24 973.50 974.69 165932. -364. -184. 637. 453 25 973.50 974.52 165456. -476. -240. 637. 397 26 973.50 974.35 164980. -476. -240. 637. 397 27 973.50 974.55 165540. 560. 282. 30. 312 28 973.50 974.76 166128. 588. 296. 30. 326 29 973.50 974.61 165708. -420. -212. 578. 366 30 973.50 974.48 165344. -364. -184. 586. 402 31 973.50 974.35 164980. -364. -184. 586. 402 + ____________________________________________________________________________ TOTAL FOR MONTH................ -7812. 3766. -7705. 24079. 20140. NET CHANGE IN DAY-SECOND-FEET.. -3939. -3939. 3939. AVERAGE FLOW IN C.F.S.......... -127. 777. 650. CHANGE IN CONTENTS FOR MO.(4).. -7812. (1) COMPUTATIONS BASED ON THE JUNE 1977 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. 1 RESERVOIR INFLOW COMPUTATIONS (1) SMITH RIVER, VA. PHILPOTT LAKE JUNE 1978 ELEVATION,NGVD29 TOTAL CHANGE IN CONTENTS FLOW, CFS + ________________ __________________ _________ (2) RULE RESERVOIR CONTENTS ACRE - DAY-SEC-FEET (3) DATE HOUR CURVE LEVEL AF FEET STORED DRAWDOWN OUTFLOW INFLOW + ____ ____ _____ _________ ________ _____ ______ ________ _______ ______ 973.50 974.35 164980. 1 973.50 974.17 164476. -504. -254. 586. 332 2 973.50 973.98 163940. -536. -270. 586. 316 3 973.50 974.18 164504. 564. 284. 30. 314 4 973.50 974.37 165036. 532. 268. 30. 298 5 973.50 974.31 164868. -168. -85. 384. 299 6 973.50 974.24 164672. -196. -99. 384. 285 7 973.50 974.22 164616. -56. -28. 384. 356 8 973.50 974.30 164840. 224. 113. 384. 497 9 973.50 974.30 164840. 0. 0. 384. 384 10 973.50 974.47 165316. 476. 240. 30. 270 11 973.50 974.64 165792. 476. 240. 30. 270 12 973.50 974.54 165512. -280. -141. 479. 338 13 973.50 974.39 165092. -420. -212. 486. 274 14 973.50 974.22 164616. -476. -240. 486. 246 15 973.50 974.05 164140. -476. -240. 486. 246 16 973.50 973.89 163670. -470. -237. 487. 250 17 973.50 974.02 164056. 386. 195. 30. 225 18 973.50 974.17 164476. 420. 212. 30. 242 19 973.50 974.22 164616. 140. 71. 282. 353 20 973.50 974.26 164728. 112. 56. 282. 338 21 973.50 974.37 165036. 308. 155. 384. 539 22 973.50 974.39 165092. 56. 28. 384. 412 23 973.50 974.38 165064. -28. -14. 333. 319 24 973.50 974.55 165540. 476. 240. 30. 270 25 973.50 974.70 165960. 420. 212. 30. 242 26 973.50 974.57 165596. -364. -184. 436. 252 27 973.50 974.43 165204. -392. -198. 436. 238 28 973.50 974.29 164812. -392. -198. 436. 238 29 973.50 974.13 164364. -448. -226. 436. 210 30 973.50 973.95 163850. -514. -259. 436. 177 + ____________________________________________________________________________ TOTAL FOR MONTH................ -1130. 2314. -2885. 9601. 9030. NET CHANGE IN DAY-SECOND-FEET.. -570. -571. 571. AVERAGE FLOW IN C.F.S.......... -19. 320. 301. CHANGE IN CONTENTS FOR MO.(4).. -1130. (1) COMPUTATIONS BASED ON THE JUNE 1977 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. 1 RESERVOIR INFLOW COMPUTATIONS (1) SMITH RIVER, VA. PHILPOTT LAKE JULY 1978 ELEVATION,NGVD29 TOTAL CHANGE IN CONTENTS FLOW, CFS + ________________ __________________ _________ (2) RULE RESERVOIR CONTENTS ACRE - DAY-SEC-FEET (3) DATE HOUR CURVE LEVEL AF FEET STORED DRAWDOWN OUTFLOW INFLOW + ____ ____ _____ _________ ________ _____ ______ ________ _______ ______ 973.50 973.95 163850. 1 973.50 974.08 164224. 374. 189. 30. 219 2 973.50 974.55 165540. 1316. 663. 30. 693 3 973.50 974.77 166156. 616. 311. 379. 690 4 973.50 974.53 165484. -672. -339. 631. 292 5 973.50 974.26 164728. -756. -381. 641. 260 6 973.50 974.00 164000. -728. -367. 641. 274 7 973.50 973.70 163100. -900. -454. 641. 187 8 973.50 973.85 163550. 450. 227. 30. 257 9 973.50 973.99 163970. 420. 212. 30. 242 10 973.50 974.13 164364. 394. 199. 282. 481 11 973.50 974.20 164560. 196. 99. 282. 381 12 973.50 974.17 164476. -84. -42. 282. 240 13 973.50 974.14 164392. -84. -42. 282. 240 14 973.50 974.12 164336. -56. -28. 282. 254 15 973.50 974.26 164728. 392. 198. 30. 228 16 973.50 974.54 165512. 784. 395. 30. 425 17 973.50 974.51 165428. -84. -42. 282. 240 18 973.50 974.45 165260. -168. -85. 282. 197 19 973.50 974.40 165120. -140. -71. 282. 211 20 973.50 974.35 164980. -140. -71. 282. 211 21 973.50 974.26 164728. -252. -127. 282. 155 22 973.50 974.37 165036. 308. 155. 30. 185 23 973.50 974.45 165260. 224. 113. 30. 143 24 973.50 974.43 165204. -56. -28. 333. 305 25 973.50 974.34 164952. -252. -127. 333. 206 26 973.50 974.22 164616. -336. -169. 333. 164 27 973.50 974.12 164336. -280. -141. 333. 192 28 973.50 974.02 164056. -280. -141. 333. 192 29 973.50 974.10 164280. 224. 113. 30. 143 30 973.50 974.20 164560. 280. 141. 30. 171 31 973.50 974.13 164364. -196. -99. 282. 183 + ____________________________________________________________________________ TOTAL FOR MONTH................ 514. 3015. -2754. 8000. 8261. NET CHANGE IN DAY-SECOND-FEET.. 259. 261. 261. AVERAGE FLOW IN C.F.S.......... 8. 258. 266. CHANGE IN CONTENTS FOR MO.(4).. 514. (1) COMPUTATIONS BASED ON THE JUNE 1977 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. 1 RESERVOIR INFLOW COMPUTATIONS (1) SMITH RIVER, VA. PHILPOTT LAKE AUGUST 1978 ELEVATION,NGVD29 TOTAL CHANGE IN CONTENTS FLOW, CFS + ________________ __________________ _________ (2) RULE RESERVOIR CONTENTS ACRE - DAY-SEC-FEET (3) DATE HOUR CURVE LEVEL AF FEET STORED DRAWDOWN OUTFLOW INFLOW + ____ ____ _____ _________ ________ _____ ______ ________ _______ ______ 973.50 974.13 164364. 1 973.47 974.03 164084. -280. -141. 282. 141 2 973.44 973.95 163850. -234. -118. 282. 164 3 973.40 973.86 163580. -270. -136. 282. 146 4 973.37 973.91 163730. 150. 76. 282. 358 5 973.34 974.06 164168. 438. 221. 30. 251 6 973.31 974.32 164896. 728. 367. 30. 397 7 973.28 974.46 165288. 392. 198. 282. 480 8 973.24 974.53 165484. 196. 99. 282. 381 9 973.21 974.60 165680. 196. 99. 282. 381 10 973.18 974.58 165624. -56. -28. 278. 250 11 973.15 974.58 165624. 0. 0. 282. 282 12 973.12 975.11 167130. 1506. 759. 30. 789 13 973.08 975.56 168480. 1350. 681. 30. 711 14 973.05 975.35 167850. -630. -318. 631. 313 15 973.02 975.02 166860. -990. -499. 731. 232 16 972.99 974.64 165792. -1068. -538. 743. 205 17 972.95 974.27 164756. -1036. -522. 743. 221 18 972.92 973.89 163670. -1086. -548. 743. 195 19 972.89 973.48 162440. -1230. -620. 743. 123 20 972.86 973.55 162650. 210. 106. 30. 136 21 972.82 973.40 162200. -450. -227. 384. 157 22 972.79 973.22 161660. -540. -272. 384. 112 23 972.76 973.06 161180. -480. -242. 390. 148 24 972.73 972.88 160664. -516. -260. 384. 124 25 972.69 972.71 160188. -476. -240. 384. 144 26 972.66 972.80 160440. 252. 127. 30. 157 27 972.63 972.90 160720. 280. 141. 30. 171 28 972.60 972.85 160580. -140. -71. 282. 211 29 972.56 972.82 160496. -84. -42. 282. 240 30 972.53 972.76 160328. -168. -85. 282. 197 31 972.50 973.01 161030. 702. 354. 282. 636 + ____________________________________________________________________________ TOTAL FOR MONTH................ -3334. 3228. -4907. 10132. 8453. NET CHANGE IN DAY-SECOND-FEET.. -1681. -1679. 1679. AVERAGE FLOW IN C.F.S.......... -54. 327. 273. CHANGE IN CONTENTS FOR MO.(4).. -3334. (1) COMPUTATIONS BASED ON THE JUNE 1977 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. 1 RESERVOIR INFLOW COMPUTATIONS (1) SMITH RIVER, VA. PHILPOTT LAKE SEPTEMBER 1978 ELEVATION,NGVD29 TOTAL CHANGE IN CONTENTS FLOW, CFS + ________________ __________________ _________ (2) RULE RESERVOIR CONTENTS ACRE - DAY-SEC-FEET (3) DATE HOUR CURVE LEVEL AF FEET STORED DRAWDOWN OUTFLOW INFLOW + ____ ____ _____ _________ ________ _____ ______ ________ _______ ______ 972.50 973.01 161030. 1 972.47 973.08 161240. 210. 106. 282. 388 2 972.43 973.18 161540. 300. 151. 30. 181 3 972.40 973.27 161810. 270. 136. 30. 166 4 972.37 973.05 161150. -660. -333. 487. 154 5 972.33 972.80 160440. -710. -358. 494. 136 6 972.30 972.56 159768. -672. -339. 494. 155 7 972.27 972.30 159040. -728. -367. 487. 120 8 972.23 972.03 158284. -756. -381. 487. 106 9 972.20 972.08 158424. 140. 71. 30. 101 10 972.17 972.14 158592. 168. 85. 30. 115 11 972.13 972.07 158396. -196. -99. 231. 132 12 972.10 972.00 158200. -196. -99. 231. 132 13 972.07 971.93 158004. -196. -99. 231. 132 14 972.03 971.88 157864. -140. -71. 231. 160 15 972.00 971.79 157612. -252. -127. 234. 107 16 971.97 971.86 157808. 196. 99. 30. 129 17 971.93 971.92 157976. 168. 85. 30. 115 18 971.90 971.85 157780. -196. -99. 231. 132 19 971.87 971.75 157500. -280. -141. 231. 90 20 971.83 971.66 157248. -252. -127. 234. 107 21 971.80 971.58 157024. -224. -113. 234. 121 22 971.77 971.48 156744. -280. -141. 234. 93 23 971.73 971.53 156884. 140. 71. 30. 101 24 971.70 971.60 157080. 196. 99. 30. 129 25 971.67 971.53 156884. -196. -99. 234. 135 26 971.63 971.21 155988. -896. -452. 533. 81 27 971.60 971.11 155708. -280. -141. 234. 93 28 971.57 971.01 155428. -280. -141. 234. 93 29 971.53 970.92 155184. -244. -123. 234. 111 30 971.50 970.95 155265. 81. 41. 30. 71 + ____________________________________________________________________________ TOTAL FOR MONTH................ -5765. 944. -3850. 6792. 3886. NET CHANGE IN DAY-SECOND-FEET.. -2907. -2906. 2906. AVERAGE FLOW IN C.F.S.......... -97. 226. 130. CHANGE IN CONTENTS FOR MO.(4).. -5765. (1) COMPUTATIONS BASED ON THE JUNE 1977 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. 1 RESERVOIR INFLOW COMPUTATIONS (1) SMITH RIVER, VA. PHILPOTT LAKE OCTOBER 1978 ELEVATION,NGVD29 TOTAL CHANGE IN CONTENTS FLOW, CFS + ________________ __________________ _________ (2) RULE RESERVOIR CONTENTS ACRE - DAY-SEC-FEET (3) DATE HOUR CURVE LEVEL AF FEET STORED DRAWDOWN OUTFLOW INFLOW + ____ ____ _____ _________ ________ _____ ______ ________ _______ ______ 971.50 970.95 155265. 1 971.50 971.01 155428. 163. 82. 30. 112 2 971.50 970.95 155265. -163. -82. 179. 97 3 971.50 970.90 155130. -135. -68. 181. 113 4 971.50 970.85 154995. -135. -68. 182. 114 5 971.50 970.80 154860. -135. -68. 182. 114 6 971.50 970.73 154671. -189. -95. 179. 84 7 971.50 970.76 154752. 81. 41. 30. 71 8 971.50 970.80 154860. 108. 54. 30. 84 9 971.50 970.74 154698. -162. -82. 182. 100 10 971.50 970.67 154509. -189. -95. 182. 87 11 971.50 970.60 154320. -189. -95. 179. 84 12 971.50 970.53 154131. -189. -95. 184. 89 13 971.50 970.47 153969. -162. -82. 184. 102 14 971.50 970.57 154239. 270. 136. 30. 166 15 971.50 970.61 154347. 108. 54. 30. 84 16 971.50 970.57 154239. -108. -54. 182. 128 17 971.50 970.50 154050. -189. -95. 184. 89 18 971.50 970.43 153861. -189. -95. 182. 87 19 971.50 970.38 153726. -135. -68. 184. 116 20 971.50 970.31 153537. -189. -95. 184. 89 21 971.50 970.37 153699. 162. 82. 30. 112 22 971.50 970.43 153861. 162. 82. 30. 112 23 971.50 970.37 153699. -162. -82. 182. 100 24 971.50 970.28 153456. -243. -123. 184. 61 25 971.50 970.22 153294. -162. -82. 184. 102 26 971.50 970.16 153132. -162. -82. 184. 102 27 971.50 970.10 152970. -162. -82. 184. 102 28 971.50 970.15 153105. 135. 68. 30. 98 29 971.50 970.19 153213. 108. 52.(5) 30. 82 30 971.50 970.18 153186. -27. -14. 108. 94 31 971.50 970.17 153159. -27. -14. 109. 95 + ____________________________________________________________________________ TOTAL FOR MONTH................ -2106. 651. -1716. 4135. 3070. NET CHANGE IN DAY-SECOND-FEET.. -1065. -1065. 1065. AVERAGE FLOW IN C.F.S.......... -34. 133. 99. CHANGE IN CONTENTS FOR MO.(4).. -2106. (1) COMPUTATIONS BASED ON THE JUNE 1977 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). 1 RESERVOIR INFLOW COMPUTATIONS (1) SMITH RIVER, VA. PHILPOTT LAKE NOVEMBER 1978 ELEVATION,NGVD29 TOTAL CHANGE IN CONTENTS FLOW, CFS + ________________ __________________ _________ (2) RULE RESERVOIR CONTENTS ACRE - DAY-SEC-FEET (3) DATE HOUR CURVE LEVEL AF FEET STORED DRAWDOWN OUTFLOW INFLOW + ____ ____ _____ _________ ________ _____ ______ ________ _______ ______ 971.50 970.17 153159. 1 971.50 970.17 153159. 0. 0. 109. 109 2 971.50 970.16 153132. -27. -14. 109. 95 3 971.50 970.16 153132. 0. 0. 108. 108 4 971.50 970.20 153240. 108. 54. 30. 84 5 971.50 970.24 153348. 108. 54. 30. 84 6 971.50 970.22 153294. -54. -27. 131. 104 7 971.50 970.22 153294. 0. 0. 131. 131 8 971.50 970.20 153240. -54. -27. 130. 103 9 971.50 970.18 153186. -54. -27. 131. 104 10 971.50 970.16 153132. -54. -27. 131. 104 11 971.50 970.21 153267. 135. 68. 30. 98 12 971.50 970.25 153375. 108. 54. 30. 84 13 971.50 970.24 153348. -27. -14. 131. 117 14 971.50 970.22 153294. -54. -27. 131. 104 15 971.50 970.21 153267. -27. -14. 131. 117 16 971.50 970.25 153375. 108. 54. 131. 185 17 971.50 970.37 153699. 324. 163. 131. 294 18 971.50 970.52 154104. 405. 204. 30. 234 19 971.50 970.58 154266. 162. 82. 30. 112 20 971.50 970.55 154185. -81. -41. 184. 143 21 971.50 970.48 153996. -189. -95. 184. 89 22 971.50 970.47 153969. -27. -14. 131. 117 23 971.50 970.57 154239. 270. 136. 30. 166 24 971.50 970.53 154131. -108. -54. 131. 77 25 971.50 970.59 154293. 162. 82. 30. 112 26 971.50 970.65 154455. 162. 82. 30. 112 27 971.50 970.76 154752. 297. 150. 128. 278 28 971.50 970.76 154752. 0. 0. 130. 130 29 971.50 970.86 155022. 270. 136. 130. 266 30 971.50 970.90 155130. 108. 54. 128. 182 + ____________________________________________________________________________ TOTAL FOR MONTH................ 1971. 1373. -381. 3051. 4043. NET CHANGE IN DAY-SECOND-FEET.. 994. 992. 992. AVERAGE FLOW IN C.F.S.......... 33. 102. 135. CHANGE IN CONTENTS FOR MO.(4).. 1971. (1) COMPUTATIONS BASED ON THE JUNE 1977 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. 1 RESERVOIR INFLOW COMPUTATIONS (1) SMITH RIVER, VA. PHILPOTT LAKE DECEMBER 1978 ELEVATION,NGVD29 TOTAL CHANGE IN CONTENTS FLOW, CFS + ________________ __________________ _________ (2) RULE RESERVOIR CONTENTS ACRE - DAY-SEC-FEET (3) DATE HOUR CURVE LEVEL AF FEET STORED DRAWDOWN OUTFLOW INFLOW + ____ ____ _____ _________ ________ _____ ______ ________ _______ ______ 971.50 970.90 155130. 1 971.50 970.89 155103. -27. -14. 130. 116 2 971.50 970.96 155292. 189. 95. 30. 125 3 971.50 971.05 155540. 248. 125. 30. 155 4 971.50 971.08 155624. 84. 42. 131. 173 5 971.50 971.24 156072. 448. 226. 130. 356 6 971.50 971.26 156128. 56. 28. 130. 158 7 971.50 971.29 156212. 84. 42. 130. 172 8 971.50 971.30 156240. 28. 14. 130. 144 9 971.50 971.65 157220. 980. 494. 30. 524 10 971.50 971.84 157752. 532. 268. 30. 298 11 971.50 971.85 157780. 28. 14. 184. 198 12 971.50 971.85 157780. 0. 0. 182. 182 13 971.50 971.82 157696. -84. -42. 182. 140 14 971.50 971.79 157612. -84. -42. 184. 142 15 971.50 971.75 157500. -112. -56. 182. 126 16 971.50 971.81 157668. 168. 85. 30. 115 17 971.50 971.87 157836. 168. 85. 30. 115 18 971.50 971.81 157668. -168. -85. 182. 97 19 971.50 971.78 157584. -84. -42. 182. 140 20 971.50 971.75 157500. -84. -42. 182. 140 21 971.50 971.71 157388. -112. -56. 182. 126 22 971.50 971.70 157360. -28. -14. 182. 168 23 971.50 971.76 157528. 168. 85. 30. 115 24 971.50 971.95 158060. 532. 268. 30. 298 25 971.50 972.14 158592. 532. 268. 30. 298 26 971.50 972.16 158648. 56. 28. 182. 210 27 971.50 972.10 158480. -168. -85. 234. 149 28 971.50 972.05 158340. -140. -71. 237. 166 29 971.50 972.00 158200. -140. -71. 231. 160 30 971.50 972.10 158480. 280. 141. 30. 171 31 971.50 972.24 158872. 392. 198. 30. 228 + ____________________________________________________________________________ TOTAL FOR MONTH................ 3742. 2506. -620. 3819. 5705. NET CHANGE IN DAY-SECOND-FEET.. 1887. 1886. 1886. AVERAGE FLOW IN C.F.S.......... 61. 123. 184. CHANGE IN CONTENTS FOR MO.(4).. 3742. (1) COMPUTATIONS BASED ON THE JUNE 1977 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. 1 RESERVOIR INFLOW COMPUTATIONS (1) SMITH RIVER, VA. PHILPOTT LAKE JANUARY 1979 ELEVATION,NGVD29 TOTAL CHANGE IN CONTENTS FLOW, CFS + ________________ __________________ _________ (2) RULE RESERVOIR CONTENTS ACRE - DAY-SEC-FEET (3) DATE HOUR CURVE LEVEL AF FEET STORED DRAWDOWN OUTFLOW INFLOW + ____ ____ _____ _________ ________ _____ ______ ________ _______ ______ 971.50 972.24 158872. 1 971.50 972.48 159544. 672. 339. 30. 369 2 971.50 973.35 162050. 2506. 1263. 550. 1813 3 971.50 973.16 161480. -570. -287. 755. 468 4 971.50 972.86 160608. -872. -440. 755. 315 5 971.50 972.52 159656. -952. -480. 755. 275 6 971.50 972.15 158620. -1036. -522. 755. 233 7 971.50 972.35 159180. 560. 282. 30. 312 8 971.50 972.40 159320. 140. 71. 339. 410 9 971.50 972.35 159180. -140. -71. 339. 268 10 971.50 972.30 159040. -140. -71. 339. 268 11 971.50 972.21 158788. -252. -127. 339. 212 12 971.50 972.16 158648. -140. -71. 339. 268 13 971.50 972.35 159180. 532. 268. 30. 298 14 971.50 972.52 159656. 476. 240. 30. 270 15 971.50 972.37 159236. -420. -212. 445. 233 16 971.50 972.20 158760. -476. -240. 445. 205 17 971.50 972.05 158340. -420. -212. 445. 233 18 971.50 971.86 157808. -532. -268. 438. 170 19 971.50 971.70 157360. -448. -226. 438. 212 20 971.50 972.13 158564. 1204. 607. 30. 637 21 971.50 973.48 162440. 3876. 1954. 30. 1984 22 971.50 973.58 162740. 300. 151. 755. 906 23 971.50 973.42 162260. -480. -242. 755. 513 24 971.50 973.65 162950. 690. 348. 755. 1103 25 971.50 973.54 162620. -330. -166. 743. 577 26 971.50 973.33 161990. -630. -318. 755. 437 27 971.50 973.06 161180. -810. -408. 755. 347 28 971.50 973.25 161750. 570. 287. 30. 317 29 971.50 972.98 160944. -806. -406. 653. 247 30 971.50 972.70 160160. -784. -395. 641. 246 31 971.50 972.46 159488. -672. -339. 651. 312 + ____________________________________________________________________________ TOTAL FOR MONTH................ 616. 5810. -5501. 14149. 14458. NET CHANGE IN DAY-SECOND-FEET.. 311. 309. 309. AVERAGE FLOW IN C.F.S.......... 10. 456. 466. CHANGE IN CONTENTS FOR MO.(4).. 616. (1) COMPUTATIONS BASED ON THE JUNE 1977 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. 1 RESERVOIR INFLOW COMPUTATIONS (1) SMITH RIVER, VA. PHILPOTT LAKE FEBRUARY 1979 ELEVATION,NGVD29 TOTAL CHANGE IN CONTENTS FLOW, CFS + ________________ __________________ _________ (2) RULE RESERVOIR CONTENTS ACRE - DAY-SEC-FEET (3) DATE HOUR CURVE LEVEL AF FEET STORED DRAWDOWN OUTFLOW INFLOW + ____ ____ _____ _________ ________ _____ ______ ________ _______ ______ 971.50 972.46 159488. 1 971.54 972.15 158620. -868. -438. 651. 213 2 971.57 971.85 157780. -840. -424. 651. 227 3 971.61 971.96 158088. 308. 155. 30. 185 4 971.64 972.10 158480. 392. 198. 30. 228 5 971.68 972.00 158200. -280. -141. 339. 198 6 971.72 971.89 157892. -308. -155. 334. 179 7 971.75 971.89 157892. 0. 0. 334. 334 8 971.79 971.73 157444. -448. -226. 334. 108 9 971.82 971.72 157416. -28. -14. 339. 325 10 971.86 971.80 157640. 224. 113. 30. 143 11 971.90 971.90 157920. 280. 141. 30. 171 12 971.93 971.93 158004. 84. 42. 184. 226 13 971.97 971.92 157976. -28. -14. 179. 165 14 972.00 971.92 157976. 0. 0. 182. 182 15 972.04 971.94 158032. 56. 28. 182. 210 16 972.08 972.03 158284. 252. 127. 182. 309 17 972.11 972.15 158620. 336. 169. 30. 199 18 972.15 972.33 159124. 504. 254. 30. 284 19 972.18 972.37 159236. 112. 56. 182. 238 20 972.22 972.42 159376. 140. 71. 182. 253 21 972.25 972.52 159656. 280. 141. 179. 320 22 972.29 972.72 160216. 560. 282. 179. 461 23 972.32 973.08 161240. 1024. 516. 182. 698 24 972.36 974.83 166324. 5084. 2563. 30. 2593 25 972.39 977.32 173624. 7300. 3680. 30. 3710 26 972.43 977.90 175480. 1856. 936. 884. 1820 27 972.46 977.65 174680. -800. -403. 1240. 837 28 972.50 977.27 173464. -1216. -613. 1240. 627 + ____________________________________________________________________________ TOTAL FOR MONTH................ 13976. 9472. -2428. 8399. 15443. NET CHANGE IN DAY-SECOND-FEET.. 7046. 7044. 7044. AVERAGE FLOW IN C.F.S.......... 252. 300. 552. CHANGE IN CONTENTS FOR MO.(4).. 13976. (1) COMPUTATIONS BASED ON THE JUNE 1977 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. 1 RESERVOIR INFLOW COMPUTATIONS (1) SMITH RIVER, VA. PHILPOTT LAKE MARCH 1979 ELEVATION,NGVD29 TOTAL CHANGE IN CONTENTS FLOW, CFS + ________________ __________________ _________ (2) RULE RESERVOIR CONTENTS ACRE - DAY-SEC-FEET (3) DATE HOUR CURVE LEVEL AF FEET STORED DRAWDOWN OUTFLOW INFLOW + ____ ____ _____ _________ ________ _____ ______ ________ _______ ______ 972.50 977.27 173464. 1 972.53 976.75 171900. -1564. -789. 1240. 451 2 972.56 976.20 170360. -1540. -776. 1260. 484 3 972.60 975.64 168720. -1640. -827. 1240. 413 4 972.63 976.20 170360. 1640. 827. 29. 856 5 972.66 978.78 178218. 7858. 3962. 731. 4693 6 972.69 978.47 177257. -961. -485. 1884. 1399 7 972.72 976.85 172180. -5077. -2560. 3441. 881 8 972.76 975.83 169290. -2890. -1457. 2346. 889 9 972.79 975.41 168030. -1260. -635. 1260. 625 10 972.82 975.02 166860. -1170. -590. 1260. 670 11 972.85 975.36 167880. 1020. 514. 29. 543 12 972.88 975.20 167400. -480. -242. 743. 501 13 972.92 975.02 166860. -540. -272. 743. 471 14 972.95 975.07 167010. 150. 76. 436. 512 15 972.98 974.80 166240. -770. -388. 743. 355 16 973.01 974.63 165764. -476. -240. 731. 491 17 973.04 974.35 164980. -784. -395. 743. 348 18 973.08 974.63 165764. 784. 395. 30. 425 19 973.11 974.55 165540. -224. -113. 483. 370 20 973.14 974.47 165316. -224. -113. 490. 377 21 973.17 974.37 165036. -280. -141. 483. 342 22 973.21 974.23 164644. -392. -198. 483. 285 23 973.24 974.32 164896. 252. 127. 483. 610 24 973.27 975.45 168150. 3254. 1641. 329. 1970 25 973.30 976.09 170052. 1902. 959. 30. 989 26 973.34 976.17 170276. 224. 113. 486. 599 27 973.37 975.88 169440. -836. -421. 897. 476 28 973.40 975.65 168750. -690. -348. 897. 549 29 973.43 975.35 167850. -900. -454. 897. 443 30 973.47 975.05 166950. -900. -454. 897. 443 31 973.50 974.72 166016. -934. -471. 883. 412 + ____________________________________________________________________________ TOTAL FOR MONTH................ -7448. 8614. -12369. 26627. 22872. NET CHANGE IN DAY-SECOND-FEET.. -3755. -3755. 3755. AVERAGE FLOW IN C.F.S.......... -121. 859. 738. CHANGE IN CONTENTS FOR MO.(4).. -7448. (1) COMPUTATIONS BASED ON THE JUNE 1977 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. 1 RESERVOIR INFLOW COMPUTATIONS (1) SMITH RIVER, VA. PHILPOTT LAKE APRIL 1979 ELEVATION,NGVD29 TOTAL CHANGE IN CONTENTS FLOW, CFS + ________________ __________________ _________ (2) RULE RESERVOIR CONTENTS ACRE - DAY-SEC-FEET (3) DATE HOUR CURVE LEVEL AF FEET STORED DRAWDOWN OUTFLOW INFLOW + ____ ____ _____ _________ ________ _____ ______ ________ _______ ______ 973.50 974.72 166016. 1 973.50 974.90 166520. 504. 254. 30. 284 2 973.50 974.77 166156. -364. -184. 636. 452 3 973.50 974.99 166772. 616. 311. 326. 637 4 973.50 975.15 167250. 478. 241. 636. 877 5 973.50 975.05 166950. -300. -151. 794. 643 6 973.50 975.03 166890. -60. -30. 589. 559 7 973.50 975.25 167550. 660. 333. 30. 363 8 973.50 975.50 168300. 750. 378. 30. 408 9 973.50 975.35 167850. -450. -227. 694. 467 10 973.50 975.13 167190. -660. -333. 692. 359 11 973.50 974.82 166296. -894. -451. 692. 241 12 973.50 974.65 165820. -476. -240. 692. 452 13 973.50 975.17 167310. 1490. 751. 629. 1380 14 973.50 975.58 168540. 1230. 620. 30. 650 15 973.50 975.90 169500. 960. 484. 30. 514 16 973.50 975.80 169200. -300. -151. 641. 490 17 973.50 975.58 168540. -660. -333. 743. 410 18 973.50 975.35 167850. -690. -348. 743. 395 19 973.50 975.12 167160. -690. -348. 743. 395 20 973.50 974.81 166268. -892. -450. 743. 293 21 973.50 975.07 167010. 742. 374. 30. 404 22 973.50 975.28 167640. 630. 318. 30. 348 23 973.50 975.12 167160. -480. -242. 636. 394 24 973.50 974.85 166380. -780. -393. 636. 243 25 973.50 974.70 165960. -420. -212. 646. 434 26 973.50 975.23 167490. 1530. 771. 626. 1397 27 973.50 975.70 168900. 1410. 711. 636. 1347 28 973.50 975.65 168750. -150. -76. 743. 667 29 973.50 975.93 169590. 840. 442.(5) 30. 472 30 973.50 975.85 169350. -240. -121. 640. 519 + ____________________________________________________________________________ TOTAL FOR MONTH................ 3334. 5988. -4290. 14796. 16494. NET CHANGE IN DAY-SECOND-FEET.. 1698. 1698. 1698. AVERAGE FLOW IN C.F.S.......... 57. 493. 550. CHANGE IN CONTENTS FOR MO.(4).. 3334. (1) COMPUTATIONS BASED ON THE JUNE 1977 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). 1 RESERVOIR INFLOW COMPUTATIONS (1) SMITH RIVER, VA. PHILPOTT LAKE MAY 1979 ELEVATION,NGVD29 TOTAL CHANGE IN CONTENTS FLOW, CFS + ________________ __________________ _________ (2) RULE RESERVOIR CONTENTS ACRE - DAY-SEC-FEET (3) DATE HOUR CURVE LEVEL AF FEET STORED DRAWDOWN OUTFLOW INFLOW + ____ ____ _____ _________ ________ _____ ______ ________ _______ ______ 973.50 975.85 169350. 1 973.50 975.70 168900. -450. -227. 641. 414 2 973.50 975.54 168420. -480. -242. 641. 399 3 973.50 975.38 167940. -480. -242. 641. 399 4 973.50 975.33 167790. -150. -76. 641. 565 5 973.50 975.60 168600. 810. 408. 30. 438 6 973.50 975.85 169350. 750. 378. 30. 408 7 973.50 975.68 168840. -510. -257. 631. 374 8 973.50 975.50 168300. -540. -272. 641. 369 9 973.50 975.30 167700. -600. -303. 641. 338 10 973.50 975.12 167160. -540. -272. 641. 369 11 973.50 974.90 166520. -640. -323. 641. 318 12 973.50 975.15 167250. 730. 368. 30. 398 13 973.50 975.37 167910. 660. 333. 30. 363 14 973.50 975.21 167430. -480. -242. 641. 399 15 973.50 975.00 166800. -630. -318. 641. 323 16 973.50 974.75 166100. -700. -353. 631. 278 17 973.50 974.52 165456. -644. -325. 631. 306 18 973.50 974.26 164728. -728. -367. 641. 274 19 973.50 974.08 164224. -504. -254. 541. 287 20 973.50 974.22 164616. 392. 198. 30. 228 21 973.50 974.11 164308. -308. -155. 436. 281 22 973.50 974.01 164028. -280. -141. 436. 295 23 973.50 974.00 164000. -28. -14. 436. 422 24 973.50 973.95 163850. -150. -76. 436. 360 25 973.50 973.82 163460. -390. -197. 436. 239 26 973.50 973.97 163910. 450. 227. 30. 257 27 973.50 974.14 164392. 482. 243. 30. 273 28 973.50 974.02 164056. -336. -169. 436. 267 29 973.50 973.90 163700. -356. -179. 436. 257 30 973.50 973.75 163250. -450. -227. 436. 209 31 973.50 973.69 163070. -180. -91. 436. 345 + ____________________________________________________________________________ TOTAL FOR MONTH................ -6280. 2155. -5322. 13619. 10452. NET CHANGE IN DAY-SECOND-FEET.. -3166. -3167. 3167. AVERAGE FLOW IN C.F.S.......... -102. 439. 337. CHANGE IN CONTENTS FOR MO.(4).. -6280. (1) COMPUTATIONS BASED ON THE JUNE 1977 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. 1 RESERVOIR INFLOW COMPUTATIONS (1) SMITH RIVER, VA. PHILPOTT LAKE JUNE 1979 ELEVATION,NGVD29 TOTAL CHANGE IN CONTENTS FLOW, CFS + ________________ __________________ _________ (2) RULE RESERVOIR CONTENTS ACRE - DAY-SEC-FEET (3) DATE HOUR CURVE LEVEL AF FEET STORED DRAWDOWN OUTFLOW INFLOW + ____ ____ _____ _________ ________ _____ ______ ________ _______ ______ 973.50 973.69 163070. 1 973.50 973.60 162800. -270. -136. 436. 300 2 973.50 973.75 163250. 450. 227. 30. 257 3 973.50 974.00 164000. 750. 378. 29. 407 4 973.50 974.00 164000. 0. 0. 333. 333 5 973.50 973.95 163850. -150. -76. 333. 257 6 973.50 973.88 163640. -210. -106. 333. 227 7 973.50 973.82 163460. -180. -91. 333. 242 8 973.50 973.75 163250. -210. -106. 333. 227 9 973.50 973.93 163790. 540. 272. 30. 302 10 973.50 974.60 165680. 1890. 953. 30. 983 11 973.50 974.79 166212. 532. 268. 227. 495 12 973.50 974.60 165680. -532. -268. 532. 264 13 973.50 974.38 165064. -616. -311. 538. 227 14 973.50 974.15 164420. -644. -325. 538. 213 15 973.50 973.92 163760. -660. -333. 538. 205 16 973.50 973.90 163700. -60. -30. 436. 406 17 973.50 974.65 165820. 2120. 1069. 30. 1099 18 973.50 974.80 166240. 420. 212. 230. 442 19 973.50 974.87 166436. 196. 99. 281. 380 20 973.50 974.93 166604. 168. 85. 224. 309 21 973.50 974.93 166604. 0. 0. 376. 376 22 973.50 974.85 166380. -224. -113. 479. 366 23 973.50 974.71 165988. -392. -198. 487. 289 24 973.50 974.92 166576. 588. 296. 30. 326 25 973.50 974.78 166184. -392. -198. 481. 283 26 973.50 974.60 165680. -504. -254. 487. 233 27 973.50 974.41 165148. -532. -268. 487. 219 28 973.50 974.23 164644. -504. -254. 487. 233 29 973.50 974.05 164140. -504. -254. 487. 233 30 973.50 974.19 164532. 392. 198. 30. 228 + ____________________________________________________________________________ TOTAL FOR MONTH................ 1462. 4057. -3321. 9625. 10361. NET CHANGE IN DAY-SECOND-FEET.. 737. 736. 736. AVERAGE FLOW IN C.F.S.......... 25. 321. 345. CHANGE IN CONTENTS FOR MO.(4).. 1462. (1) COMPUTATIONS BASED ON THE JUNE 1977 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. 1 RESERVOIR INFLOW COMPUTATIONS (1) SMITH RIVER, VA. PHILPOTT LAKE JULY 1979 ELEVATION,NGVD29 TOTAL CHANGE IN CONTENTS FLOW, CFS + ________________ __________________ _________ (2) RULE RESERVOIR CONTENTS ACRE - DAY-SEC-FEET (3) DATE HOUR CURVE LEVEL AF FEET STORED DRAWDOWN OUTFLOW INFLOW + ____ ____ _____ _________ ________ _____ ______ ________ _______ ______ 973.50 974.19 164532. 1 973.50 974.30 164840. 308. 155. 30. 185 2 973.50 974.23 164644. -196. -99. 282. 183 3 973.50 974.15 164420. -224. -113. 282. 169 4 973.50 974.15 164420. 0. 0. 282. 282 5 973.50 974.10 164280. -140. -71. 282. 211 6 973.50 974.01 164028. -252. -127. 282. 155 7 973.50 974.10 164280. 252. 127. 30. 157 8 973.50 974.20 164560. 280. 141. 30. 171 9 973.50 974.13 164364. -196. -99. 282. 183 10 973.50 974.12 164336. -28. -14. 282. 268 11 973.50 974.06 164168. -168. -85. 282. 197 12 973.50 974.00 164000. -168. -85. 282. 197 13 973.50 973.92 163760. -240. -121. 282. 161 14 973.50 974.00 164000. 240. 121. 30. 151 15 973.50 974.15 164420. 420. 212. 30. 242 16 973.50 974.16 164448. 28. 14. 282. 296 17 973.50 974.16 164448. 0. 0. 282. 282 18 973.50 974.20 164560. 112. 56. 282. 338 19 973.50 974.20 164560. 0. 0. 282. 282 20 973.50 974.29 164812. 252. 127. 282. 409 21 973.50 974.53 165484. 672. 339. 30. 369 22 973.50 974.69 165932. 448. 226. 30. 256 23 973.50 974.70 165960. 28. 14. 282. 296 24 973.50 974.50 165400. -560. -282. 539. 257 25 973.50 974.27 164756. -644. -325. 538. 213 26 973.50 974.05 164140. -616. -311. 538. 227 27 973.50 973.88 163640. -500. -252. 538. 286 28 973.50 973.99 163970. 330. 166. 30. 196 29 973.50 974.10 164280. 310. 156. 30. 186 30 973.50 974.02 164056. -224. -113. 281. 168 31 973.50 973.93 163790. -266. -134. 282. 148 + ____________________________________________________________________________ TOTAL FOR MONTH................ -742. 1854. -2231. 7498. 7121. NET CHANGE IN DAY-SECOND-FEET.. -374. -377. 377. AVERAGE FLOW IN C.F.S.......... -12. 242. 230. CHANGE IN CONTENTS FOR MO.(4).. -742. (1) COMPUTATIONS BASED ON THE JUNE 1977 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. 1 RESERVOIR INFLOW COMPUTATIONS (1) SMITH RIVER, VA. PHILPOTT LAKE AUGUST 1979 ELEVATION,NGVD29 TOTAL CHANGE IN CONTENTS FLOW, CFS + ________________ __________________ _________ (2) RULE RESERVOIR CONTENTS ACRE - DAY-SEC-FEET (3) DATE HOUR CURVE LEVEL AF FEET STORED DRAWDOWN OUTFLOW INFLOW + ____ ____ _____ _________ ________ _____ ______ ________ _______ ______ 973.50 973.93 163790. 1 973.47 973.85 163550. -240. -121. 282. 161 2 973.44 973.80 163400. -150. -76. 282. 206 3 973.40 973.70 163100. -300. -151. 282. 131 4 973.37 973.77 163310. 210. 106. 30. 136 5 973.34 973.84 163520. 210. 106. 30. 136 6 973.31 973.74 163220. -300. -151. 282. 131 7 973.28 973.63 162890. -330. -166. 282. 116 8 973.24 973.52 162560. -330. -166. 282. 116 9 973.21 973.40 162200. -360. -182. 282. 100 10 973.18 973.27 161810. -390. -197. 282. 85 11 973.15 973.35 162050. 240. 121. 30. 151 12 973.12 973.45 162350. 300. 151. 30. 181 13 973.08 973.32 161960. -390. -197. 338. 141 14 973.05 973.17 161510. -450. -227. 335. 108 15 973.02 973.20 161600. 90. 45. 22. 67 16 972.99 973.05 161150. -450. -227. 333. 106 17 972.95 972.84 160552. -598. -301. 384. 83 18 972.92 972.88 160664. 112. 56. 30. 86 19 972.89 972.97 160916. 252. 127. 30. 157 20 972.86 972.87 160636. -280. -141. 282. 141 21 972.82 972.88 160664. 28. 14. 282. 296 22 972.79 972.82 160496. -168. -85. 282. 197 23 972.76 972.77 160356. -140. -71. 282. 211 24 972.73 972.67 160076. -280. -141. 282. 141 25 972.69 972.75 160300. 224. 113. 30. 143 26 972.66 972.80 160440. 140. 71. 30. 101 27 972.63 972.83 160524. 84. 42. 282. 324 28 972.60 972.77 160356. -168. -85. 282. 197 29 972.56 972.83 160524. 168. 85. 286. 371 30 972.53 972.75 160300. -224. -113. 282. 169 31 972.50 972.65 160020. -280. -141. 282. 141 + ____________________________________________________________________________ TOTAL FOR MONTH................ -3770. 1037. -2939. 6732. 4830. NET CHANGE IN DAY-SECOND-FEET.. -1901. -1902. 1902. AVERAGE FLOW IN C.F.S.......... -61. 217. 156. CHANGE IN CONTENTS FOR MO.(4).. -3770. (1) COMPUTATIONS BASED ON THE JUNE 1977 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. 1 RESERVOIR INFLOW COMPUTATIONS (1) SMITH RIVER, VA. PHILPOTT LAKE SEPTEMBER 1979 ELEVATION,NGVD29 TOTAL CHANGE IN CONTENTS FLOW, CFS + ________________ __________________ _________ (2) RULE RESERVOIR CONTENTS ACRE - DAY-SEC-FEET (3) DATE HOUR CURVE LEVEL AF FEET STORED DRAWDOWN OUTFLOW INFLOW + ____ ____ _____ _________ ________ _____ ______ ________ _______ ______ 972.50 972.65 160020. 1 972.47 972.80 160440. 420. 212. 30. 242 2 972.43 972.95 160860. 420. 212. 30. 242 3 972.40 973.43 162290. 1430. 721. 333. 1054 4 972.37 973.44 162320. 30. 15. 333. 348 5 972.33 975.89 169470. 7150. 3605. 641. 4246 6 972.30 976.41 170948. 1478. 745. 631. 1376 7 972.27 976.22 170416. -532. -268. 834. 566 8 972.23 975.60 168600. -1816. -916. 1260. 344 9 972.20 974.94 166632. -1968. -992. 1260. 268 10 972.17 974.24 164672. -1960. -988. 1240. 252 11 972.13 973.93 163790. -882. -445. 641. 196 12 972.10 973.64 162920. -870. -439. 641. 202 13 972.07 973.40 162200. -720. -363. 651. 288 14 972.03 973.33 161990. -210. -106. 641. 535 15 972.00 973.12 161360. -630. -318. 641. 323 16 971.97 973.26 161780. 420. 212. 30. 242 17 971.93 973.14 161420. -360. -182. 442. 260 18 971.90 972.98 160944. -476. -240. 442. 202 19 971.87 972.82 160496. -448. -226. 442. 216 20 971.83 972.64 159992. -504. -254. 436. 182 21 971.80 975.06 166980. 6988. 3523. 442. 3965 22 971.77 979.13 179290. 12310. 6206. 24. 6230 23 971.73 979.52 180460. 1170. 590. 835. 1425 24 971.70 979.25 179650. -810. -408. 1240. 832 25 971.67 978.82 178342. -1308. -659. 1240. 581 26 971.63 978.20 176420. -1922. -969. 1459. 490 27 971.60 977.33 173656. -2764. -1394. 1749. 355 28 971.57 976.89 172292. -1364. -688. 1320. 632 29 971.53 976.47 171116. -1176. -593. 1104. 511 30 971.50 976.41 170948. -168. -85. 743. 658 + ____________________________________________________________________________ TOTAL FOR MONTH................ 10928. 16041. -10533. 21755. 27263. NET CHANGE IN DAY-SECOND-FEET.. 5510. 5508. 5508. AVERAGE FLOW IN C.F.S.......... 184. 725. 909. CHANGE IN CONTENTS FOR MO.(4).. 10928. (1) COMPUTATIONS BASED ON THE JUNE 1977 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. 1 RESERVOIR INFLOW COMPUTATIONS (1) SMITH RIVER, VA. PHILPOTT LAKE OCTOBER 1979 ELEVATION,NGVD29 TOTAL CHANGE IN CONTENTS FLOW, CFS + ________________ __________________ _________ (2) RULE RESERVOIR CONTENTS ACRE - DAY-SEC-FEET (3) DATE HOUR CURVE LEVEL AF FEET STORED DRAWDOWN OUTFLOW INFLOW + ____ ____ _____ _________ ________ _____ ______ ________ _______ ______ 971.50 976.41 170948. 1 971.50 976.50 171200. 252. 127. 731. 858 2 971.50 976.90 172320. 1120. 565. 884. 1449 3 971.50 976.62 171536. -784. -395. 1240. 845 4 971.50 976.18 170304. -1232. -621. 1257. 636 5 971.50 976.01 169828. -476. -240. 1260. 1020 6 971.50 975.57 168510. -1318. -664. 1260. 596 7 971.50 975.81 169230. 720. 363. 30. 393 8 971.50 975.60 168600. -630. -318. 743. 425 9 971.50 975.38 167940. -660. -333. 731. 398 10 971.50 975.65 168750. 810. 408. 731. 1139 11 971.50 975.58 168540. -210. -106. 743. 637 12 971.50 975.43 168090. -450. -227. 731. 504 13 971.50 975.26 167580. -510. -257. 731. 474 14 971.50 975.49 168270. 690. 348. 30. 378 15 971.50 975.27 167610. -660. -333. 731. 398 16 971.50 975.03 166890. -720. -363. 743. 380 17 971.50 974.73 166044. -846. -427. 743. 316 18 971.50 974.50 165400. -644. -325. 743. 418 19 971.50 974.22 164616. -784. -395. 743. 348 20 971.50 973.95 163850. -766. -386. 743. 357 21 971.50 974.14 164392. 542. 273. 30. 303 22 971.50 973.91 163730. -662. -334. 641. 307 23 971.50 973.75 163250. -480. -242. 641. 399 24 971.50 973.50 162500. -750. -378. 641. 263 25 971.50 973.28 161840. -660. -333. 651. 318 26 971.50 973.04 161120. -720. -363. 641. 278 27 971.50 973.25 161750. 630. 318. 30. 348 28 971.50 973.40 162200. 450. 218.(5) 30. 248 29 971.50 973.17 161510. -690. -348. 641. 293 30 971.50 972.91 160748. -762. -384. 651. 267 31 971.50 972.67 160076. -672. -339. 651. 312 + ____________________________________________________________________________ TOTAL FOR MONTH................ -10872. 2620. -8111. 20796. 15305. NET CHANGE IN DAY-SECOND-FEET.. -5491. -5491. 5491. AVERAGE FLOW IN C.F.S.......... -177. 671. 494. CHANGE IN CONTENTS FOR MO.(4).. -10872. (1) COMPUTATIONS BASED ON THE JUNE 1977 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). 1 RESERVOIR INFLOW COMPUTATIONS (1) SMITH RIVER, VA. PHILPOTT LAKE NOVEMBER 1979 ELEVATION,NGVD29 TOTAL CHANGE IN CONTENTS FLOW, CFS + ________________ __________________ _________ (2) RULE RESERVOIR CONTENTS ACRE - DAY-SEC-FEET (3) DATE HOUR CURVE LEVEL AF FEET STORED DRAWDOWN OUTFLOW INFLOW + ____ ____ _____ _________ ________ _____ ______ ________ _______ ______ 971.50 972.67 160076. 1 971.50 972.43 159404. -672. -339. 651. 312 2 971.50 972.65 160020. 616. 311. 641. 952 3 971.50 973.08 161240. 1220. 615. 30. 645 4 971.50 973.40 162200. 960. 484. 30. 514 5 971.50 973.35 162050. -150. -76. 490. 414 6 971.50 973.28 161840. -210. -106. 490. 384 7 971.50 973.16 161480. -360. -182. 490. 308 8 971.50 973.05 161150. -330. -166. 490. 324 9 971.50 972.93 160804. -346. -174. 490. 316 10 971.50 973.30 161900. 1096. 553. 30. 583 11 971.50 973.75 163250. 1350. 681. 30. 711 12 971.50 973.75 163250. 0. 0. 637. 637 13 971.50 973.88 163640. 390. 197. 302. 499 14 971.50 973.95 163850. 210. 106. 302. 408 15 971.50 974.00 164000. 150. 76. 307. 383 16 971.50 974.05 164140. 140. 71. 307. 378 17 971.50 974.25 164700. 560. 282. 30. 312 18 971.50 974.46 165288. 588. 296. 30. 326 19 971.50 974.24 164672. -616. -311. 637. 326 20 971.50 974.02 164056. -616. -311. 637. 326 21 971.50 973.80 163400. -656. -331. 637. 306 22 971.50 973.55 162650. -750. -378. 637. 259 23 971.50 973.33 161990. -660. -333. 647. 314 24 971.50 973.53 162590. 600. 303. 30. 333 25 971.50 973.74 163220. 630. 318. 30. 348 26 971.50 973.83 163490. 270. 136. 794. 930 27 971.50 973.62 162860. -630. -318. 794. 476 28 971.50 973.37 162110. -750. -378. 794. 416 29 971.50 973.08 161240. -870. -439. 807. 368 30 971.50 972.75 160300. -940. -474. 807. 333 + ____________________________________________________________________________ TOTAL FOR MONTH................ 224. 4429. -4316. 13028. 13141. NET CHANGE IN DAY-SECOND-FEET.. 113. 113. 113. AVERAGE FLOW IN C.F.S.......... 4. 434. 438. CHANGE IN CONTENTS FOR MO.(4).. 224. (1) COMPUTATIONS BASED ON THE JUNE 1977 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. 1 RESERVOIR INFLOW COMPUTATIONS (1) SMITH RIVER, VA. PHILPOTT LAKE DECEMBER 1979 ELEVATION,NGVD29 TOTAL CHANGE IN CONTENTS FLOW, CFS + ________________ __________________ _________ (2) RULE RESERVOIR CONTENTS ACRE - DAY-SEC-FEET (3) DATE HOUR CURVE LEVEL AF FEET STORED DRAWDOWN OUTFLOW INFLOW + ____ ____ _____ _________ ________ _____ ______ ________ _______ ______ 971.50 972.75 160300. 1 971.50 972.95 160860. 560. 282. 30. 312 2 971.50 973.16 161480. 620. 313. 30. 343 3 971.50 972.92 160776. -704. -355. 651. 296 4 971.50 972.68 160104. -672. -339. 651. 312 5 971.50 972.45 159460. -644. -325. 651. 326 6 971.50 972.22 158816. -644. -325. 651. 326 7 971.50 971.98 158144. -672. -339. 641. 302 8 971.50 972.18 158704. 560. 282. 30. 312 9 971.50 972.38 159264. 560. 282. 30. 312 10 971.50 972.30 159040. -224. -113. 438. 325 11 971.50 972.20 158760. -280. -141. 438. 297 12 971.50 972.10 158480. -280. -141. 438. 297 13 971.50 972.02 158256. -224. -113. 438. 325 14 971.50 971.90 157920. -336. -169. 438. 269 15 971.50 972.05 158340. 420. 212. 30. 242 16 971.50 972.24 158872. 532. 268. 30. 298 17 971.50 972.09 158452. -420. -212. 438. 226 18 971.50 972.00 158200. -252. -127. 438. 311 19 971.50 971.80 157640. -560. -282. 438. 156 20 971.50 971.67 157276. -364. -184. 438. 254 21 971.50 971.55 156940. -336. -169. 438. 269 22 971.50 971.70 157360. 420. 212. 30. 242 23 971.50 971.85 157780. 420. 212. 30. 242 24 971.50 971.89 157892. 112. 56. 282. 338 25 971.50 972.09 158452. 560. 282. 30. 312 26 971.50 972.08 158424. -28. -14. 282. 268 27 971.50 972.06 158368. -56. -28. 282. 254 28 971.50 972.02 158256. -112. -56. 282. 226 29 971.50 971.98 158144. -112. -56. 278. 222 30 971.50 972.15 158620. 476. 240. 30. 270 31 971.50 972.04 158312. -308. -155. 386. 231 + ____________________________________________________________________________ TOTAL FOR MONTH................ -1988. 2641. -3643. 9717. 8715. NET CHANGE IN DAY-SECOND-FEET.. -1002. -1002. 1002. AVERAGE FLOW IN C.F.S.......... -32. 313. 281. CHANGE IN CONTENTS FOR MO.(4).. -1988. (1) COMPUTATIONS BASED ON THE JUNE 1977 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.