1 RESERVOIR INFLOW COMPUTATIONS (1) SMITH RIVER, VA. PHILPOTT LAKE DECEMBER 1951 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 + ____ ____ _____ _________ ________ _____ ______ ________ _______ ______ 0800 0.00 817.90 247. 1 0800 0.00 817.90 247. 0. 0. 112. 112 2 0800 0.00 817.90 247. 0. 0. 111. 111 3 0800 0.00 817.90 247. 0. 0. 111. 111 4 0800 0.00 817.90 247. 0. 0. 111. 111 5 0800 0.00 822.40 420. 173. 87. 1504. 1591 6 0800 0.00 820.00 320. -100. -50. 519. 469 7 0800 0.00 819.00 290. -30. -15. 275. 260 8 0800 0.00 818.80 282. -8. -4. 225. 221 9 0800 0.00 818.60 274. -8. -4. 197. 193 10 0800 0.00 818.40 266. -8. -4. 179. 175 11 0800 0.00 821.70 385. 119. 60. 130. 190 12 0800 0.00 822.00 400. 15. 8. 151. 159 13 0800 0.00 821.90 395. -5. -3. 151. 148 14 0800 0.00 821.90 395. 0. 0. 146. 146 15 0800 0.00 822.90 445. 50. 25. 146. 171 16 0800 0.00 822.10 405. -40. -20. 176. 156 17 0800 0.00 821.30 365. -40. -20. 199. 179 18 0800 0.00 821.40 370. 5. 3. 151. 154 19 0800 0.00 826.30 628. 258. 130. 206. 336 20 0800 0.00 825.20 562. -66. -33. 275. 242 21 0800 0.00 846.20 3316. 2754. 1388. 250. 1638 22 0800 0.00 857.60 6460. 3144. 1585. 163. 1748 23 0800 0.00 859.40 7008. 548. 276. 142. 418 24 0800 0.00 860.60 7410. 402. 203. 137. 340 25 0800 0.00 861.40 7706. 296. 149. 134. 283 26 0800 0.00 862.10 7980. 274. 138. 136. 274 27 0800 0.00 862.50 8140. 160. 81. 138. 219 28 0800 0.00 862.90 8300. 160. 81. 139. 220 29 0800 0.00 863.20 8430. 130. 66. 139. 205 30 0800 0.00 863.50 8565. 135. 68. 139. 207 31 0800 0.00 863.80 8700. 135. 68. 139. 207 + ____________________________________________________________________________ TOTAL FOR MONTH................ 8453. 4416. -153. 6731. 10994. NET CHANGE IN DAY-SECOND-FEET.. 4262. 4263. 4263. AVERAGE FLOW IN C.F.S.......... 138. 217. 355. CHANGE IN CONTENTS FOR MO.(4).. 8453. (1) COMPUTATIONS BASED ON A RECREATION OF THE JAN 1952 CAPACITY TABLE. (2) BY 24-HOUR CLOCK, TIME IS 2400(MIDN.) OF DAY INDICATED UNLESS OTHERWISE NOTED. AVERAGE FLOW OR CHANGE IN RESERVOIR CONTENTS ARE FOR PERIOD ENDING 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 1952 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 + ____ ____ _____ _________ ________ _____ ______ ________ _______ ______ 0800 0.00 863.80 8700. 1 0800 0.00 863.99 8786. 86. 43. 139. 182 2 0800 0.00 864.17 8860. 74. 37. 139. 176 3 0800 0.00 864.32 8921. 61. 31. 139. 170 4 0800 0.00 864.45 8975. 54. 27. 139. 166 5 0800 0.00 864.62 9044. 69. 35. 139. 174 6 0800 0.00 864.73 9089. 45. 23. 139. 162 7 0800 0.00 864.85 9139. 50. 25. 139. 164 8 0800 0.00 864.92 9167. 28. 14. 139. 153 9 0800 0.00 864.98 9192. 25. 13. 139. 152 10 0800 0.00 865.08 9228. 36. 18. 171. 189 11 0800 0.00 865.83 9491. 263. 133. 182. 315 12 0800 0.00 866.02 9559. 68. 34. 183. 217 13 0800 0.00 866.07 9582. 23. 12. 183. 195 14 0800 0.00 866.11 9600. 18. 9. 183. 192 15 0800 0.00 866.10 9595. -5. -3. 183. 180 16 0800 0.00 866.05 9573. -22. -11. 183. 172 17 0800 0.00 865.95 9533. -40. -20. 183. 163 18 0800 0.00 865.80 9480. -53. -27. 182. 155 19 0800 0.00 865.70 9445. -35. -18. 182. 164 20 0800 0.00 865.75 9463. 18. 9. 145. 154 21 0800 0.00 865.85 9498. 35. 18. 135. 153 22 0800 0.00 865.94 9529. 31. 16. 135. 151 23 0800 0.00 866.30 9685. 156. 79. 136. 215 24 0800 0.00 866.71 9870. 185. 93. 135. 228 25 0800 0.00 866.80 9910. 40. 20. 135. 155 26 0800 0.00 866.90 9955. 45. 23. 131. 154 27 0800 0.00 867.15 10060. 105. 53. 129. 182 28 0800 0.00 867.97 10388. 328. 165. 129. 294 29 0800 0.00 871.20 12050. 1662. 838. 133. 971 30 0800 0.00 872.47 12709. 659. 332. 135. 467 31 0800 0.00 873.07 13042. 333. 168. 138. 306 + ____________________________________________________________________________ TOTAL FOR MONTH................ 4342. 2268. -79. 4682. 6871. NET CHANGE IN DAY-SECOND-FEET.. 2189. 2189. 2189. AVERAGE FLOW IN C.F.S.......... 71. 151. 222. CHANGE IN CONTENTS FOR MO.(4).. 4342. (1) COMPUTATIONS BASED ON A RECREATION OF THE JAN 1952 CAPACITY TABLE. (2) BY 24-HOUR CLOCK, TIME IS 2400(MIDN.) OF DAY INDICATED UNLESS OTHERWISE NOTED. AVERAGE FLOW OR CHANGE IN RESERVOIR CONTENTS ARE FOR PERIOD ENDING 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 1952 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 + ____ ____ _____ _________ ________ _____ ______ ________ _______ ______ 0800 0.00 873.07 13042. 1 0800 0.00 873.50 13300. 258. 130. 129. 259 2 0800 0.00 873.95 13570. 270. 136. 129. 265 3 0800 0.00 874.60 13960. 390. 197. 135. 332 4 0800 0.00 882.14 18541. 4581. 2310. 142. 2452 5 0800 0.00 884.66 20345. 1804. 910. 142. 1052 6 0800 0.00 885.82 21174. 829. 418. 137. 555 7 0800 0.00 886.58 21706. 532. 268. 147. 415 8 0800 0.00 887.13 22104. 398. 201. 142. 343 9 0800 0.00 887.55 22440. 336. 169. 142. 311 10 0800 0.00 887.88 22704. 264. 133. 142. 275 11 0800 0.00 888.18 22944. 240. 121. 142. 263 12 0800 0.00 888.40 23120. 176. 89. 142. 231 13 0800 0.00 888.68 23344. 224. 113. 115. 228 14 0800 0.00 888.99 23592. 248. 125. 115. 240 15 0800 0.00 889.38 23904. 312. 157. 118. 275 16 0800 0.00 889.65 24120. 216. 109. 118. 227 17 0800 0.00 890.38 24685. 565. 285. 118. 403 18 0800 0.00 890.91 25083. 398. 201. 118. 319 19 0800 0.00 891.32 25406. 323. 163. 118. 281 20 0800 0.00 891.64 25662. 256. 129. 118. 247 21 0800 0.00 891.92 25886. 224. 113. 118. 231 22 0800 0.00 892.18 26103. 217. 109. 118. 227 23 0800 0.00 892.40 26290. 187. 94. 118. 212 24 0800 0.00 892.64 26494. 204. 103. 118. 221 25 0800 0.00 892.86 26681. 187. 94. 118. 212 26 0800 0.00 893.08 26872. 191. 96. 115. 211 27 0800 0.00 893.29 27061. 189. 95. 115. 210 28 0800 0.00 893.49 27241. 180. 91. 115. 206 29 0800 0.00 893.68 27412. 171. 86. 115. 201 + ____________________________________________________________________________ TOTAL FOR MONTH................ 14370. 7245. 0. 3659. 10904. NET CHANGE IN DAY-SECOND-FEET.. 7245. 7245. 7245. AVERAGE FLOW IN C.F.S.......... 250. 126. 376. CHANGE IN CONTENTS FOR MO.(4).. 14370. (1) COMPUTATIONS BASED ON A RECREATION OF THE JAN 1952 CAPACITY TABLE. (2) BY 24-HOUR CLOCK, TIME IS 2400(MIDN.) OF DAY INDICATED UNLESS OTHERWISE NOTED. AVERAGE FLOW OR CHANGE IN RESERVOIR CONTENTS ARE FOR PERIOD ENDING 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 1952 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 + ____ ____ _____ _________ ________ _____ ______ ________ _______ ______ 0800 0.00 893.68 27412. 1 0800 0.00 894.40 28060. 648. 327. 131. 458 2 0800 0.00 894.95 28555. 495. 250. 131. 381 3 0800 0.00 895.40 28920. 365. 184. 131. 315 4 0800 0.00 896.23 29607. 687. 346. 131. 477 5 0800 0.00 897.15 30443. 836. 421. 131. 552 6 0800 0.00 897.75 31013. 570. 287. 130. 417 7 0800 0.00 898.19 31431. 418. 211. 130. 341 8 0800 0.00 898.55 31773. 342. 172. 130. 302 9 0800 0.00 898.85 32058. 285. 144. 130. 274 10 0800 0.00 899.11 32310. 252. 127. 130. 257 11 0800 0.00 904.76 38036. 5726. 2887. 143. 3030 12 0800 0.00 908.43 41945. 3909. 1971. 631. 2602 13 0800 0.00 908.38 41887. -58. -29. 828. 799 14 0800 0.00 907.62 41013. -874. -441. 969. 528 15 0800 0.00 906.67 39954. -1059. -534. 963. 429 16 0800 0.00 905.58 38851. -1103. -556. 960. 404 17 0800 0.00 904.44 37684. -1167. -588. 960. 372 18 0800 0.00 903.29 36384. -1300. -655. 960. 305 19 0800 0.00 902.94 35990. -394. -199. 958. 759 20 0800 0.00 903.29 36384. 394. 199. 955. 1154 21 0800 0.00 902.52 35570. -814. -410. 955. 545 22 0800 0.00 901.54 34613. -957. -482. 942. 460 23 0800 0.00 902.36 35410. 797. 402. 182. 584 24 0800 0.00 904.61 37871. 2461. 1241. 929. 2170 25 0800 0.00 905.29 38576. 705. 355. 960. 1315 26 0800 0.00 905.06 38357. -219. -110. 960. 850 27 0800 0.00 904.43 37673. -684. -345. 960. 615 28 0800 0.00 903.85 37028. -645. -325. 828. 503 29 0800 0.00 902.90 35950. -1078. -543. 953. 410 30 0800 0.00 901.87 34927. -1023. -516. 948. 432 31 0800 0.00 900.78 33902. -1025. -517. 943. 426 + ____________________________________________________________________________ TOTAL FOR MONTH................ 6490. 9524. -6250. 19192. 22466. NET CHANGE IN DAY-SECOND-FEET.. 3272. 3274. 3274. AVERAGE FLOW IN C.F.S.......... 106. 619. 725. CHANGE IN CONTENTS FOR MO.(4).. 6490. (1) COMPUTATIONS BASED ON A RECREATION OF THE JAN 1952 CAPACITY TABLE. (2) BY 24-HOUR CLOCK, TIME IS 2400(MIDN.) OF DAY INDICATED UNLESS OTHERWISE NOTED. AVERAGE FLOW OR CHANGE IN RESERVOIR CONTENTS ARE FOR PERIOD ENDING 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 1952 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 + ____ ____ _____ _________ ________ _____ ______ ________ _______ ______ 0800 0.00 900.78 33902. 1 0800 0.00 900.91 34019. 117. 59. 325. 384 2 0800 0.00 901.08 34176. 157. 79. 325. 404 3 0800 0.00 901.16 34252. 76. 38. 327. 365 4 0800 0.00 901.18 34271. 19. 10. 328. 338 5 0800 0.00 901.24 34328. 57. 29. 328. 357 6 0800 0.00 901.32 34404. 76. 38. 328. 366 7 0800 0.00 901.32 34404. 0. 0. 328. 328 8 0800 0.00 901.30 34385. -19. -10. 328. 318 9 0800 0.00 901.25 34338. -47. -24. 328. 304 10 0800 0.00 901.19 34281. -57. -29. 320. 291 11 0800 0.00 901.12 34214. -67. -34. 325. 291 12 0800 0.00 901.06 34157. -57. -29. 325. 296 13 0800 0.00 900.98 34082. -75. -38. 325. 287 14 0800 0.00 901.23 34319. 237. 119. 325. 444 15 0800 0.00 901.45 34528. 209. 105. 325. 430 16 0800 0.00 901.48 34556. 28. 14. 327. 341 17 0800 0.00 901.44 34518. -38. -19. 328. 309 18 0800 0.00 901.37 34452. -66. -33. 328. 295 19 0800 0.00 901.29 34376. -76. -38. 326. 288 20 0800 0.00 901.19 34281. -95. -48. 325. 277 21 0800 0.00 901.08 34176. -105. -53. 325. 272 22 0800 0.00 900.95 34055. -121. -61. 325. 264 23 0800 0.00 900.80 33920. -135. -68. 325. 257 24 0800 0.00 900.67 33803. -117. -59. 325. 266 25 0800 0.00 901.70 34765. 962. 485. 328. 813 26 0800 0.00 902.93 35980. 1215. 613. 331. 944 27 0800 0.00 903.70 36855. 875. 441. 333. 774 28 0800 0.00 905.01 38310. 1455. 734. 337. 1071 29 0800 0.00 906.25 39513. 1203. 607. 417. 1024 30 0800 0.00 905.83 39089. -424. -214. 935. 721 + ____________________________________________________________________________ TOTAL FOR MONTH................ 5187. 3371. -757. 10505. 13119. NET CHANGE IN DAY-SECOND-FEET.. 2615. 2614. 2614. AVERAGE FLOW IN C.F.S.......... 87. 350. 437. CHANGE IN CONTENTS FOR MO.(4).. 5187. (1) COMPUTATIONS BASED ON A RECREATION OF THE JAN 1952 CAPACITY TABLE. (2) BY 24-HOUR CLOCK, TIME IS 2400(MIDN.) OF DAY INDICATED UNLESS OTHERWISE NOTED. AVERAGE FLOW OR CHANGE IN RESERVOIR CONTENTS ARE FOR PERIOD ENDING 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 1952 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 + ____ ____ _____ _________ ________ _____ ______ ________ _______ ______ 0800 0.00 905.83 39089. 1 0800 0.00 904.95 38245. -844. -426. 960. 534 2 0800 0.00 903.92 37108. -1137. -573. 960. 387 3 0800 0.00 902.77 35820. -1288. -649. 957. 308 4 0800 0.00 902.78 35830. 10. 5. 383. 388 5 0800 0.00 902.78 35830. 0. 0. 331. 331 6 0800 0.00 902.74 35790. -40. -20. 331. 311 7 0800 0.00 902.70 35750. -40. -20. 331. 311 8 0800 0.00 902.63 35680. -70. -35. 331. 296 9 0800 0.00 902.53 35580. -100. -50. 331. 281 10 0800 0.00 902.50 35550. -30. -15. 331. 316 11 0800 0.00 902.48 35530. -20. -10. 331. 321 12 0800 0.00 903.01 36062. 532. 268. 332. 600 13 0800 0.00 902.21 35260. -802. -404. 724. 320 14 0800 0.00 901.19 34281. -979. -494. 810. 316 15 0800 0.00 901.06 34157. -124. -63. 349. 286 16 0800 0.00 900.97 34073. -84. -42. 325. 283 17 0800 0.00 900.87 33983. -90. -45. 325. 280 18 0800 0.00 900.72 33848. -135. -68. 325. 257 19 0800 0.00 900.90 34010. 162. 82. 328. 410 20 0800 0.00 900.95 34055. 45. 23. 325. 348 21 0800 0.00 900.92 34028. -27. -14. 325. 311 22 0800 0.00 900.83 33947. -81. -41. 325. 284 23 0800 0.00 900.65 33785. -162. -82. 325. 243 24 0800 0.00 900.53 33677. -108. -54. 325. 271 25 0800 0.00 900.53 33677. 0. 0. 325. 325 26 0800 0.00 901.07 34167. 490. 247. 329. 576 27 0800 0.00 901.08 34176. 9. 5. 325. 330 28 0800 0.00 901.25 34338. 162. 82. 198. 280 29 0800 0.00 901.42 34499. 161. 81. 174. 255 30 0800 0.00 901.64 34708. 209. 105. 174. 279 31 0800 0.00 901.85 34908. 200. 101. 174. 275 + ____________________________________________________________________________ TOTAL FOR MONTH................ -4181. 999. -3105. 12419. 10313. NET CHANGE IN DAY-SECOND-FEET.. -2108. -2106. 2106. AVERAGE FLOW IN C.F.S.......... -68. 401. 333. CHANGE IN CONTENTS FOR MO.(4).. -4181. (1) COMPUTATIONS BASED ON A RECREATION OF THE JAN 1952 CAPACITY TABLE. (2) BY 24-HOUR CLOCK, TIME IS 2400(MIDN.) OF DAY INDICATED UNLESS OTHERWISE NOTED. AVERAGE FLOW OR CHANGE IN RESERVOIR CONTENTS ARE FOR PERIOD ENDING 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 1952 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 + ____ ____ _____ _________ ________ _____ ______ ________ _______ ______ 0800 0.00 901.85 34908. 1 0800 0.00 901.99 35041. 133. 67. 172. 239 2 0800 0.00 902.12 35170. 129. 65. 172. 237 3 0800 0.00 902.23 35280. 110. 55. 170. 225 4 0800 0.00 902.49 35540. 260. 131. 168. 299 5 0800 0.00 902.71 35760. 220. 111. 115. 226 6 0800 0.00 902.93 35980. 220. 111. 90. 201 7 0800 0.00 903.12 36188. 208. 105. 90. 195 8 0800 0.00 903.31 36407. 219. 110. 90. 200 9 0800 0.00 903.49 36614. 207. 104. 90. 194 10 0800 0.00 903.67 36821. 207. 104. 90. 194 11 0800 0.00 903.84 37016. 195. 98. 90. 188 12 0800 0.00 903.98 37177. 161. 81. 90. 171 13 0800 0.00 903.15 36223. -954. -481. 90. -391 14 0800 0.00 904.32 37552. 1329. 670. 90. 760 15 0800 0.00 904.72 37992. 440. 222. 93. 315 16 0800 0.00 905.19 38481. 489. 247. 90. 337 17 0800 0.00 905.41 38690. 209. 105. 90. 195 18 0800 0.00 905.74 39003. 313. 158. 90. 248 19 0800 0.00 905.90 39155. 152. 77. 90. 167 20 0800 0.00 906.03 39282. 127. 64. 90. 154 21 0800 0.00 906.23 39492. 210. 106. 90. 196 22 0800 0.00 906.32 39586. 94. 47. 90. 137 23 0800 0.00 906.41 39681. 95. 48. 90. 138 24 0800 0.00 906.53 39807. 126. 64. 90. 154 25 0800 0.00 906.65 39933. 126. 64. 90. 154 26 0800 0.00 906.74 40027. 94. 47. 88. 135 27 0800 0.00 906.80 40090. 63. 32. 90. 122 28 0800 0.00 906.87 40164. 74. 37. 90. 127 29 0800 0.00 906.89 40185. 21. 11. 90. 101 30 0800 0.00 906.97 40269. 84. 42. 90. 132 + ____________________________________________________________________________ TOTAL FOR MONTH................ 5361. 3183. -481. 3048. 5750. NET CHANGE IN DAY-SECOND-FEET.. 2703. 2702. 2702. AVERAGE FLOW IN C.F.S.......... 90. 102. 192. CHANGE IN CONTENTS FOR MO.(4).. 5361. (1) COMPUTATIONS BASED ON A RECREATION OF THE JAN 1952 CAPACITY TABLE. (2) BY 24-HOUR CLOCK, TIME IS 2400(MIDN.) OF DAY INDICATED UNLESS OTHERWISE NOTED. AVERAGE FLOW OR CHANGE IN RESERVOIR CONTENTS ARE FOR PERIOD ENDING 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 1952 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 + ____ ____ _____ _________ ________ _____ ______ ________ _______ ______ 0800 0.00 906.97 40269. 1 0800 0.00 907.04 40346. 77. 39. 90. 129 2 0800 0.00 907.09 40404. 58. 29. 98. 127 3 0800 0.00 907.13 40450. 46. 23. 98. 121 4 0800 0.00 907.22 40553. 103. 52. 70. 122 5 0800 0.00 907.30 40645. 92. 46. 76. 122 6 0800 0.00 907.96 41404. 759. 383. 98. 481 7 0800 0.00 908.09 41554. 150. 76. 98. 174 8 0800 0.00 908.22 41703. 149. 75. 98. 173 9 0800 0.00 908.63 42175. 472. 238. 98. 336 10 0800 0.00 908.86 42439. 264. 133. 98. 231 11 0800 0.00 908.97 42566. 127. 64. 98. 162 12 0800 0.00 909.04 42648. 82. 41. 98. 139 13 0800 0.00 909.10 42720. 72. 36. 98. 134 14 0800 0.00 909.16 42792. 72. 36. 98. 134 15 0800 0.00 909.21 42852. 60. 30. 98. 128 16 0800 0.00 909.33 42996. 144. 73. 98. 171 17 0800 0.00 909.45 43140. 144. 73. 98. 171 18 0800 0.00 909.55 43260. 120. 61. 98. 159 19 0800 0.00 909.60 43320. 60. 30. 145. 175 20 0800 0.00 909.47 43164. -156. -79. 179. 100 21 0800 0.00 909.37 43044. -120. -61. 179. 118 22 0800 0.00 909.25 42900. -144. -73. 179. 106 23 0800 0.00 909.12 42744. -156. -79. 179. 100 24 0800 0.00 908.99 42589. -155. -78. 179. 101 25 0800 0.00 908.84 42416. -173. -87. 179. 92 26 0800 0.00 908.69 42244. -172. -87. 179. 92 27 0800 0.00 908.53 42060. -184. -93. 179. 86 28 0800 0.00 908.39 41899. -161. -81. 179. 98 29 0800 0.00 908.23 41715. -184. -93. 179. 86 30 0800 0.00 908.08 41542. -173. -87. 179. 92 31 0800 0.00 908.31 41807. 265. 134. 152. 286 + ____________________________________________________________________________ TOTAL FOR MONTH................ 1538. 1672. -898. 3972. 4746. NET CHANGE IN DAY-SECOND-FEET.. 775. 774. 774. AVERAGE FLOW IN C.F.S.......... 25. 128. 153. CHANGE IN CONTENTS FOR MO.(4).. 1538. (1) COMPUTATIONS BASED ON A RECREATION OF THE JAN 1952 CAPACITY TABLE. (2) BY 24-HOUR CLOCK, TIME IS 2400(MIDN.) OF DAY INDICATED UNLESS OTHERWISE NOTED. AVERAGE FLOW OR CHANGE IN RESERVOIR CONTENTS ARE FOR PERIOD ENDING 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 1952 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 + ____ ____ _____ _________ ________ _____ ______ ________ _______ ______ 0800 0.00 908.31 41807. 1 0800 0.00 908.40 41910. 103. 52. 149. 201 2 0800 0.00 908.95 42543. 633. 319. 149. 468 3 0800 0.00 909.20 42840. 297. 150. 149. 299 4 0800 0.00 909.35 43020. 180. 91. 149. 240 5 0800 0.00 909.41 43092. 72. 36. 149. 185 6 0800 0.00 910.34 44123. 1031. 520. 149. 669 7 0800 0.00 911.11 44893. 770. 388. 171. 559 8 0800 0.00 911.22 45036. 143. 72. 398. 470 9 0800 0.00 909.72 43464. -1572. -793. 1595. 802 10 0800 0.00 910.57 44342. 878. 443. 355. 798 11 0800 0.00 910.79 44551. 209. 105. 221. 326 12 0800 0.00 910.83 44589. 38. 19. 221. 240 13 0800 0.00 910.80 44560. -29. -15. 221. 206 14 0800 0.00 910.73 44494. -66. -33. 221. 188 15 0800 0.00 910.72 44484. -10. -5. 221. 216 16 0800 0.00 911.05 44815. 331. 167. 221. 388 17 0800 0.00 911.40 45270. 455. 229. 221. 450 18 0800 0.00 911.30 45140. -130. -66. 221. 155 19 0800 0.00 908.94 42531. -2609. -1315. 1550. 235 20 0800 0.00 908.85 42428. -103. -52. 265. 213 21 0800 0.00 908.88 42462. 34. 17. 152. 169 22 0800 0.00 908.90 42485. 23. 12. 149. 161 23 0800 0.00 908.91 42497. 12. 6. 149. 155 24 0800 0.00 908.90 42485. -12. -6. 149. 143 25 0800 0.00 908.88 42462. -23. -12. 149. 137 26 0800 0.00 908.84 42416. -46. -23. 149. 126 27 0800 0.00 908.79 42359. -57. -29. 149. 120 28 0800 0.00 908.80 42370. 11. 6. 149. 155 29 0800 0.00 909.01 42612. 242. 122. 149. 271 30 0800 0.00 909.10 42720. 108. 54. 149. 203 31 0800 0.00 909.29 42948. 228. 115. 149. 264 + ____________________________________________________________________________ TOTAL FOR MONTH................ 1141. 2923. -2349. 8638. 9212. NET CHANGE IN DAY-SECOND-FEET.. 575. 574. 574. AVERAGE FLOW IN C.F.S.......... 19. 279. 297. CHANGE IN CONTENTS FOR MO.(4).. 1141. (1) COMPUTATIONS BASED ON A RECREATION OF THE JAN 1952 CAPACITY TABLE. (2) BY 24-HOUR CLOCK, TIME IS 2400(MIDN.) OF DAY INDICATED UNLESS OTHERWISE NOTED. AVERAGE FLOW OR CHANGE IN RESERVOIR CONTENTS ARE FOR PERIOD ENDING 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 1952 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 + ____ ____ _____ _________ ________ _____ ______ ________ _______ ______ 0800 0.00 909.29 42948. 1 0800 0.00 914.85 49620. 6672. 3364. 149. 3513 2 0800 0.00 913.50 47950. -1670. -842. 1654. 812 3 0800 0.00 910.36 44142. -3808. -1920. 2342. 422 4 0800 0.00 910.37 44152. 10. 5. 350. 355 5 0800 0.00 910.45 44228. 76. 38. 255. 293 6 0800 0.00 910.48 44256. 28. 14. 251. 265 7 0800 0.00 910.47 44247. -9. -5. 247. 242 8 0800 0.00 910.52 44294. 47. 24. 243. 267 9 0800 0.00 910.51 44285. -9. -5. 236. 231 10 0800 0.00 910.46 44237. -48. -24. 233. 209 11 0800 0.00 910.44 44218. -19. -10. 203. 193 12 0800 0.00 910.41 44190. -28. -14. 189. 175 13 0800 0.00 910.39 44171. -19. -10. 185. 175 14 0800 0.00 910.36 44142. -29. -15. 182. 167 15 0800 0.00 910.33 44114. -28. -14. 182. 168 16 0800 0.00 910.39 44171. 57. 29. 182. 211 17 0800 0.00 910.48 44256. 85. 43. 186. 229 18 0800 0.00 910.56 44332. 76. 38. 191. 229 19 0800 0.00 910.69 44456. 124. 63. 193. 256 20 0800 0.00 910.76 44522. 66. 33. 193. 226 21 0800 0.00 910.81 44570. 48. 24. 193. 217 22 0800 0.00 910.85 44608. 38. 19. 193. 212 23 0800 0.00 910.79 44551. -57. -29. 226. 197 24 0800 0.00 910.69 44456. -95. -48. 227. 179 25 0800 0.00 910.56 44332. -124. -63. 226. 163 26 0800 0.00 910.40 44180. -152. -77. 224. 147 27 0800 0.00 910.24 44028. -152. -77. 224. 147 28 0800 0.00 910.08 43876. -152. -77. 224. 147 29 0800 0.00 909.92 43704. -172. -87. 224. 137 30 0800 0.00 909.77 43524. -180. -91. 224. 133 + ____________________________________________________________________________ TOTAL FOR MONTH................ 576. 3694. -3408. 10031. 10317. NET CHANGE IN DAY-SECOND-FEET.. 290. 286. 286. AVERAGE FLOW IN C.F.S.......... 10. 334. 344. CHANGE IN CONTENTS FOR MO.(4).. 576. (1) COMPUTATIONS BASED ON A RECREATION OF THE JAN 1952 CAPACITY TABLE. (2) BY 24-HOUR CLOCK, TIME IS 2400(MIDN.) OF DAY INDICATED UNLESS OTHERWISE NOTED. AVERAGE FLOW OR CHANGE IN RESERVOIR CONTENTS ARE FOR PERIOD ENDING 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 1952 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 + ____ ____ _____ _________ ________ _____ ______ ________ _______ ______ 0800 0.00 909.77 43524. 1 0800 0.00 909.70 43440. -84. -42. 149. 107 2 0800 0.00 909.65 43380. -60. -30. 149. 119 3 0800 0.00 909.62 43344. -36. -18. 149. 131 4 0800 0.00 909.55 43260. -84. -42. 149. 107 5 0800 0.00 909.48 43176. -84. -42. 149. 107 6 0800 0.00 909.41 43092. -84. -42. 149. 107 7 0800 0.00 909.35 43020. -72. -36. 149. 113 8 0800 0.00 909.29 42948. -72. -36. 149. 113 9 0800 0.00 909.25 42900. -48. -24. 149. 125 10 0800 0.00 909.39 43068. 168. 85. 149. 234 11 0800 0.00 909.42 43104. 36. 18. 149. 167 12 0800 0.00 909.40 43080. -24. -12. 149. 137 13 0800 0.00 909.39 43068. -12. -6. 149. 143 14 0800 0.00 909.34 43008. -60. -30. 149. 119 15 0800 0.00 909.29 42948. -60. -30. 149. 119 16 0800 0.00 909.24 42888. -60. -30. 149. 119 17 0800 0.00 909.19 42828. -60. -30. 149. 119 18 0800 0.00 909.13 42756. -72. -36. 149. 113 19 0800 0.00 909.06 42672. -84. -42. 149. 107 20 0800 0.00 908.99 42589. -83. -42. 149. 107 21 0800 0.00 908.90 42485. -104. -52. 149. 97 22 0800 0.00 908.85 42428. -57. -29. 149. 120 23 0800 0.00 908.78 42347. -81. -41. 149. 108 24 0800 0.00 908.70 42255. -92. -46. 149. 103 25 0800 0.00 908.65 42198. -57. -29. 149. 120 26 0800 0.00 908.58 42117. -81. -41. 149. 108 27 0800 0.00 908.52 42048. -69. -35. 149. 114 28 0800 0.00 908.45 41968. -80. -40. 149. 109 29 0800 0.00 908.38 41887. -81. -41. 149. 108 30 0800 0.00 908.31 41807. -80. -40. 149. 109 31 0800 0.00 908.23 41715. -92. -46. 149. 103 + ____________________________________________________________________________ TOTAL FOR MONTH................ -1809. 103. -1010. 4619. 3712. NET CHANGE IN DAY-SECOND-FEET.. -912. -907. 907. AVERAGE FLOW IN C.F.S.......... -29. 149. 120. CHANGE IN CONTENTS FOR MO.(4).. -1809. (1) COMPUTATIONS BASED ON A RECREATION OF THE JAN 1952 CAPACITY TABLE. (2) BY 24-HOUR CLOCK, TIME IS 2400(MIDN.) OF DAY INDICATED UNLESS OTHERWISE NOTED. AVERAGE FLOW OR CHANGE IN RESERVOIR CONTENTS ARE FOR PERIOD ENDING 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 NOVEMBER 1952 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 + ____ ____ _____ _________ ________ _____ ______ ________ _______ ______ 0800 0.00 908.23 41715. 1 0800 0.00 908.17 41646. -69. -35. 149. 114 2 0800 0.00 908.12 41588. -58. -29. 149. 120 3 0800 0.00 908.06 41519. -69. -35. 149. 114 4 0800 0.00 908.14 41611. 92. 46. 65. 111 5 0800 0.00 908.25 41738. 127. 64. 44. 108 6 0800 0.00 908.36 41864. 126. 64. 44. 108 7 0800 0.00 908.49 42014. 150. 76. 44. 120 8 0800 0.00 908.61 42152. 138. 70. 44. 114 9 0800 0.00 908.73 42290. 138. 70. 44. 114 10 0800 0.00 908.84 42416. 126. 64. 44. 108 11 0800 0.00 909.04 42648. 232. 117. 44. 161 12 0800 0.00 909.24 42888. 240. 121. 44. 165 13 0800 0.00 909.41 43092. 204. 103. 44. 147 14 0800 0.00 909.54 43248. 156. 79. 44. 123 15 0800 0.00 909.87 43644. 396. 200. 44. 244 16 0800 0.00 910.07 43867. 223. 112. 44. 156 17 0800 0.00 910.22 44009. 142. 72. 44. 116 18 0800 0.00 910.35 44133. 124. 63. 44. 107 19 0800 0.00 910.49 44266. 133. 67. 44. 111 20 0800 0.00 910.87 44627. 361. 182. 44. 226 21 0800 0.00 911.44 45322. 695. 350. 44. 394 22 0800 0.00 912.82 47075. 1753. 884. 44. 928 23 0800 0.00 913.46 47898. 823. 415. 44. 459 24 0800 0.00 913.85 48405. 507. 256. 44. 300 25 0800 0.00 914.13 48756. 351. 177. 44. 221 26 0800 0.00 914.38 49056. 300. 151. 44. 195 27 0800 0.00 914.63 49356. 300. 151. 44. 195 28 0800 0.00 914.87 49644. 288. 145. 44. 189 29 0800 0.00 915.03 49835. 191. 96. 44. 140 30 0800 0.00 915.19 50019. 184. 93. 44. 137 + ____________________________________________________________________________ TOTAL FOR MONTH................ 8304. 4288. -99. 1656. 5845. NET CHANGE IN DAY-SECOND-FEET.. 4187. 4189. 4189. AVERAGE FLOW IN C.F.S.......... 140. 55. 195. CHANGE IN CONTENTS FOR MO.(4).. 8304. (1) COMPUTATIONS BASED ON A RECREATION OF THE JAN 1952 CAPACITY TABLE. (2) BY 24-HOUR CLOCK, TIME IS 2400(MIDN.) OF DAY INDICATED UNLESS OTHERWISE NOTED. AVERAGE FLOW OR CHANGE IN RESERVOIR CONTENTS ARE FOR PERIOD ENDING 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 1952 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 + ____ ____ _____ _________ ________ _____ ______ ________ _______ ______ 0800 0.00 915.19 50019. 1 0800 0.00 915.35 50203. 184. 93. 44. 137 2 0800 0.00 915.43 50295. 92. 46. 85. 131 3 0800 0.00 915.53 50410. 115. 58. 95. 153 4 0800 0.00 915.61 50502. 92. 46. 95. 141 5 0800 0.00 915.71 50617. 115. 58. 95. 153 6 0800 0.00 915.81 50732. 115. 58. 95. 153 7 0800 0.00 915.90 50835. 103. 52. 95. 147 8 0800 0.00 915.99 50939. 104. 52. 95. 147 9 0800 0.00 916.08 51050. 111. 56. 95. 151 10 0800 0.00 916.18 51175. 125. 63. 95. 158 11 0800 0.00 916.90 52075. 900. 454. 95. 549 12 0800 0.00 917.40 52720. 645. 325. 95. 420 13 0800 0.00 917.35 52655. -65. -33. 349. 316 14 0800 0.00 915.22 50053. -2602. -1312. 1580. 268 15 0800 0.00 915.35 50203. 150. 76. 95. 171 16 0800 0.00 915.45 50318. 115. 58. 95. 153 17 0800 0.00 915.55 50433. 115. 58. 95. 153 18 0800 0.00 915.63 50525. 92. 46. 95. 141 19 0800 0.00 915.72 50628. 103. 52. 95. 147 20 0800 0.00 915.80 50720. 92. 46. 95. 141 21 0800 0.00 915.92 50858. 138. 70. 95. 165 22 0800 0.00 916.05 51013. 155. 78. 95. 173 23 0800 0.00 916.13 51113. 100. 50. 95. 145 24 0800 0.00 916.23 51238. 125. 63. 95. 158 25 0800 0.00 916.30 51325. 87. 44. 95. 139 26 0800 0.00 916.35 51388. 63. 32. 95. 127 27 0800 0.00 916.40 51450. 62. 31. 95. 126 28 0800 0.00 916.45 51513. 63. 32. 95. 127 29 0800 0.00 916.49 51563. 50. 25. 95. 120 30 0800 0.00 916.53 51613. 50. 25. 95. 120 31 0800 0.00 916.73 51863. 250. 126. 95. 221 + ____________________________________________________________________________ TOTAL FOR MONTH................ 1844. 2273. -1345. 4623. 5551. NET CHANGE IN DAY-SECOND-FEET.. 930. 928. 928. AVERAGE FLOW IN C.F.S.......... 30. 149. 179. CHANGE IN CONTENTS FOR MO.(4).. 1844. (1) COMPUTATIONS BASED ON A RECREATION OF THE JAN 1952 CAPACITY TABLE. (2) BY 24-HOUR CLOCK, TIME IS 2400(MIDN.) OF DAY INDICATED UNLESS OTHERWISE NOTED. AVERAGE FLOW OR CHANGE IN RESERVOIR CONTENTS ARE FOR PERIOD ENDING 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 1953 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 + ____ ____ _____ _________ ________ _____ ______ ________ _______ ______ 0800 0.00 916.73 51863. 1 0800 0.00 917.34 52642. 779. 393. 95. 488 2 0800 0.00 917.58 52954. 312. 157. 95. 252 3 0800 0.00 917.81 53253. 299. 151. 95. 246 4 0800 0.00 917.97 53461. 208. 105. 95. 200 5 0800 0.00 918.10 53645. 184. 93. 95. 188 6 0800 0.00 918.20 53790. 145. 73. 95. 168 7 0800 0.00 918.40 54080. 290. 146. 44. 190 8 0800 0.00 918.60 54370. 290. 146. 44. 190 9 0800 0.00 918.83 54704. 334. 168. 44. 212 10 0800 0.00 919.72 55922. 1218. 614. 44. 658 11 0800 0.00 920.74 57306. 1384. 698. 44. 742 12 0800 0.00 921.22 57964. 658. 332. 44. 376 13 0800 0.00 921.57 58447. 483. 244. 45. 289 14 0800 0.00 921.86 58847. 400. 202. 45. 247 15 0800 0.00 922.11 59194. 347. 175. 45. 220 16 0800 0.00 922.35 59530. 336. 169. 45. 214 17 0800 0.00 922.57 59838. 308. 155. 46. 201 18 0800 0.00 922.80 60160. 322. 162. 46. 208 19 0800 0.00 923.05 60511. 351. 177. 46. 223 20 0800 0.00 923.25 60795. 284. 143. 46. 189 21 0800 0.00 923.56 61235. 440. 222. 47. 269 22 0800 0.00 924.40 62436. 1201. 606. 28. 634 23 0800 0.00 924.84 63070. 634. 320. 40. 360 24 0800 0.00 925.97 64716. 1646. 830. 50. 880 25 0800 0.00 927.31 66721. 2005. 1011. 50. 1061 26 0800 0.00 927.88 67588. 867. 437. 50. 487 27 0800 0.00 928.29 68220. 632. 319. 50. 369 28 0800 0.00 928.63 68747. 527. 266. 50. 316 29 0800 0.00 928.96 69258. 511. 258. 50. 308 30 0800 0.00 929.22 69668. 410. 207. 50. 257 31 0800 0.00 929.45 70031. 363. 183. 50. 233 + ____________________________________________________________________________ TOTAL FOR MONTH................ 18168. 9162. 0. 1713. 10875. NET CHANGE IN DAY-SECOND-FEET.. 9160. 9162. 9162. AVERAGE FLOW IN C.F.S.......... 296. 55. 351. CHANGE IN CONTENTS FOR MO.(4).. 18168. (1) COMPUTATIONS BASED ON A RECREATION OF THE JAN 1952 CAPACITY TABLE. (2) BY 24-HOUR CLOCK, TIME IS 2400(MIDN.) OF DAY INDICATED UNLESS OTHERWISE NOTED. AVERAGE FLOW OR CHANGE IN RESERVOIR CONTENTS ARE FOR PERIOD ENDING 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 1953 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 + ____ ____ _____ _________ ________ _____ ______ ________ _______ ______ 0800 0.00 929.45 70031. 1 0800 0.00 929.68 70394. 363. 183. 50. 233 2 0800 0.00 929.92 70774. 380. 192. 50. 242 3 0800 0.00 930.12 71091. 317. 160. 50. 210 4 0800 0.00 930.32 71409. 318. 160. 50. 210 5 0800 0.00 930.50 71695. 286. 144. 50. 194 6 0800 0.00 930.67 71965. 270. 136. 50. 186 7 0800 0.00 931.10 72652. 687. 346. 50. 396 8 0800 0.00 931.45 73219. 567. 286. 50. 336 9 0800 0.00 931.71 73640. 421. 212. 50. 262 10 0800 0.00 931.93 73997. 357. 180. 50. 230 11 0800 0.00 932.14 74340. 343. 173. 50. 223 12 0800 0.00 932.37 74717. 377. 190. 50. 240 13 0800 0.00 932.58 75061. 344. 173. 50. 223 14 0800 0.00 932.90 75586. 525. 265. 50. 315 15 0800 0.00 933.20 76082. 496. 250. 50. 300 16 0800 0.00 933.83 77128. 1046. 527. 46. 573 17 0800 0.00 934.22 77782. 654. 330. 42. 372 18 0800 0.00 934.53 78306. 524. 264. 50. 314 19 0800 0.00 934.78 78728. 422. 213. 50. 263 20 0800 0.00 935.02 79134. 406. 205. 50. 255 21 0800 0.00 937.62 83664. 4530. 2284. 50. 2334 22 0800 0.00 940.63 89172. 5508. 2777. 30. 2807 23 0800 0.00 941.46 90729. 1557. 785. 28. 813 24 0800 0.00 942.01 91769. 1040. 524. 28. 552 25 0800 0.00 942.48 92662. 893. 450. 28. 478 26 0800 0.00 942.85 93365. 703. 354. 46. 400 27 0800 0.00 943.17 93975. 610. 308. 56. 364 28 0800 0.00 943.44 94490. 515. 260. 56. 316 + ____________________________________________________________________________ TOTAL FOR MONTH................ 24459. 12331. 0. 1310. 13641. NET CHANGE IN DAY-SECOND-FEET.. 12331. 12331. 12331. AVERAGE FLOW IN C.F.S.......... 440. 47. 487. CHANGE IN CONTENTS FOR MO.(4).. 24459. (1) COMPUTATIONS BASED ON A RECREATION OF THE JAN 1952 CAPACITY TABLE. (2) BY 24-HOUR CLOCK, TIME IS 2400(MIDN.) OF DAY INDICATED UNLESS OTHERWISE NOTED. AVERAGE FLOW OR CHANGE IN RESERVOIR CONTENTS ARE FOR PERIOD ENDING 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 1953 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 + ____ ____ _____ _________ ________ _____ ______ ________ _______ ______ 0800 0.00 943.44 94490. 1 0800 0.00 943.69 94968. 478. 241. 56. 297 2 0800 0.00 944.05 95657. 689. 347. 32. 379 3 0800 0.00 944.40 96336. 679. 342. 30. 372 4 0800 0.00 944.79 97093. 757. 382. 30. 412 5 0800 0.00 946.00 99470. 2377. 1198. 30. 1228 6 0800 0.00 946.65 100770. 1300. 655. 30. 685 7 0800 0.00 947.10 101674. 904. 456. 30. 486 8 0800 0.00 947.48 102449. 775. 391. 30. 421 9 0800 0.00 947.81 103122. 673. 339. 30. 369 10 0800 0.00 948.09 103697. 575. 290. 56. 346 11 0800 0.00 948.33 104196. 499. 252. 60. 312 12 0800 0.00 948.72 105008. 812. 409. 60. 469 13 0800 0.00 949.41 106455. 1447. 730. 30. 760 14 0800 0.00 949.94 107573. 1118. 564. 30. 594 15 0800 0.00 950.48 108727. 1154. 582. 57. 639 16 0800 0.00 951.19 110252. 1525. 769. 60. 829 17 0800 0.00 951.66 111272. 1020. 514. 52. 566 18 0800 0.00 952.03 112076. 804. 405. 60. 465 19 0800 0.00 952.41 112912. 836. 421. 60. 481 20 0800 0.00 952.72 113594. 682. 344. 60. 404 21 0800 0.00 953.00 114210. 616. 311. 60. 371 22 0800 0.00 953.27 114812. 602. 304. 60. 364 23 0800 0.00 953.60 115548. 736. 371. 60. 431 24 0800 0.00 958.47 126754. 11206. 5650. 60. 5710 25 0800 0.00 959.81 129946. 3192. 1609. 30. 1639 26 0800 0.00 960.60 131852. 1906. 961. 30. 991 27 0800 0.00 961.10 133066. 1214. 612. 50. 662 28 0800 0.00 961.54 134148. 1082. 546. 60. 606 29 0800 0.00 961.90 135034. 886. 447. 60. 507 30 0800 0.00 962.22 135830. 796. 401. 60. 461 31 0800 0.00 962.53 136605. 775. 391. 60. 451 + ____________________________________________________________________________ TOTAL FOR MONTH................ 42115. 21234. 0. 1473. 22707. NET CHANGE IN DAY-SECOND-FEET.. 21233. 21234. 21234. AVERAGE FLOW IN C.F.S.......... 685. 48. 732. CHANGE IN CONTENTS FOR MO.(4).. 42115. (1) COMPUTATIONS BASED ON A RECREATION OF THE JAN 1952 CAPACITY TABLE. (2) BY 24-HOUR CLOCK, TIME IS 2400(MIDN.) OF DAY INDICATED UNLESS OTHERWISE NOTED. AVERAGE FLOW OR CHANGE IN RESERVOIR CONTENTS ARE FOR PERIOD ENDING 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 1953 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 + ____ ____ _____ _________ ________ _____ ______ ________ _______ ______ 0.00 962.73 137105. 1 0.00 963.01 137805. 700. 353. 58. 411 2 0.00 963.28 138491. 686. 346. 60. 406 3 0.00 963.52 139101. 610. 308. 60. 368 4 0.00 963.75 139685. 584. 294. 60. 354 5 0.00 963.98 140269. 584. 294. 60. 354 6 0.00 964.28 141042. 773. 390. 60. 450 7 0.00 964.60 141868. 826. 416. 50. 466 8 0.00 964.83 142461. 593. 299. 51. 350 9 0.00 965.07 143081. 620. 313. 51. 364 10 0.00 965.26 143573. 492. 248. 60. 308 11 0.00 965.45 144066. 493. 249. 60. 309 12 0.00 965.67 144635. 569. 287. 60. 347 13 0.00 965.90 145231. 596. 300. 60. 360 14 0.00 966.10 145752. 521. 263. 60. 323 15 0.00 966.28 146224. 472. 238. 60. 298 16 0.00 966.47 146721. 497. 251. 60. 311 17 0.00 966.62 147114. 393. 198. 60. 258 18 0.00 966.81 147612. 498. 251. 60. 311 19 0.00 966.96 148005. 393. 198. 60. 258 20 0.00 967.11 148400. 395. 199. 60. 259 21 0.00 967.28 148849. 449. 226. 60. 286 22 0.00 967.41 149192. 343. 173. 60. 233 23 0.00 967.57 149615. 423. 213. 60. 273 24 0.00 967.72 150011. 396. 200. 60. 260 25 0.00 967.88 150433. 422. 213. 60. 273 26 0.00 968.05 150883. 450. 227. 60. 287 27 0.00 968.18 151229. 346. 174. 60. 234 28 0.00 968.32 151601. 372. 188. 60. 248 29 0.00 968.45 151947. 346. 174. 60. 234 30 0.00 968.73 152692. 745. 376. 50. 426 + ____________________________________________________________________________ TOTAL FOR MONTH................ 15587. 7859. 0. 1760. 9619. NET CHANGE IN DAY-SECOND-FEET.. 7858. 7859. 7859. AVERAGE FLOW IN C.F.S.......... 262. 59. 321. CHANGE IN CONTENTS FOR MO.(4).. 15587. (1) COMPUTATIONS BASED ON A RECREATION OF THE JAN 1952 CAPACITY TABLE. (2) BY 24-HOUR CLOCK, TIME IS 2400(MIDN.) OF DAY INDICATED UNLESS OTHERWISE NOTED. AVERAGE FLOW OR CHANGE IN RESERVOIR CONTENTS ARE FOR PERIOD ENDING 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 1953 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 + ____ ____ _____ _________ ________ _____ ______ ________ _______ ______ 0.00 968.73 152692. 1 0.00 968.92 153197. 505. 255. 35. 290 2 0.00 969.07 153598. 401. 202. 60. 262 3 0.00 969.20 153948. 350. 176. 60. 236 4 0.00 969.32 154271. 323. 163. 60. 223 5 0.00 969.48 154701. 430. 217. 60. 277 6 0.00 969.69 155266. 565. 285. 60. 345 7 0.00 969.89 155804. 538. 271. 60. 331 8 0.00 970.15 156505. 701. 353. 60. 413 9 0.00 970.29 156883. 378. 191. 60. 251 10 0.00 970.41 157207. 324. 163. 60. 223 11 0.00 970.53 157531. 324. 163. 60. 223 12 0.00 970.63 157801. 270. 136. 60. 196 13 0.00 970.73 158071. 270. 136. 60. 196 14 0.00 970.83 158341. 270. 136. 60. 196 15 0.00 970.95 158665. 324. 163. 60. 223 16 0.00 971.08 159024. 359. 181. 60. 241 17 0.00 971.17 159276. 252. 127. 60. 187 18 0.00 971.29 159612. 336. 169. 60. 229 19 0.00 971.50 160200. 588. 296. 60. 356 20 0.00 971.60 160480. 280. 141. 60. 201 21 0.00 971.69 160732. 252. 127. 60. 187 22 0.00 971.78 160984. 252. 127. 60. 187 23 0.00 971.86 161208. 224. 113. 60. 173 24 0.00 971.94 161432. 224. 113. 60. 173 25 0.00 972.03 161684. 252. 127. 60. 187 26 0.00 972.09 161852. 168. 85. 60. 145 27 0.00 972.11 161908. 56. 28. 103. 131 28 0.00 972.13 161964. 56. 28. 103. 131 29 0.00 972.18 162104. 140. 71. 60. 131 30 0.00 972.20 162160. 56. 28. 103. 131 31 0.00 972.25 162300. 140. 71. 60. 131 + ____________________________________________________________________________ TOTAL FOR MONTH................ 9608. 4842. 0. 1964. 6806. NET CHANGE IN DAY-SECOND-FEET.. 4844. 4842. 4842. AVERAGE FLOW IN C.F.S.......... 156. 63. 220. CHANGE IN CONTENTS FOR MO.(4).. 9608. (1) COMPUTATIONS BASED ON A RECREATION OF THE JAN 1952 CAPACITY TABLE. (2) BY 24-HOUR CLOCK, TIME IS 2400(MIDN.) OF DAY INDICATED UNLESS OTHERWISE NOTED. AVERAGE FLOW OR CHANGE IN RESERVOIR CONTENTS ARE FOR PERIOD ENDING 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 1953 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 + ____ ____ _____ _________ ________ _____ ______ ________ _______ ______ 0800 0.00 972.24 162272. 1 0800 0.00 972.26 162328. 56. 28. 60. 88 2 0800 0.00 972.28 162384. 56. 28. 60. 88 3 0800 0.00 972.28 162384. 0. 0. 60. 60 4 0800 0.00 972.29 162412. 28. 14. 65. 79 5 0800 0.00 972.29 162412. 0. 0. 62. 62 6 0800 0.00 972.29 162412. 0. 0. 70. 70 7 0800 0.00 972.69 163532. 1120. 565. 60. 625 8 0800 0.00 972.75 163700. 168. 85. 60. 145 9 0800 0.00 972.82 163896. 196. 99. 68. 167 10 0800 0.00 972.89 164092. 196. 99. 69. 168 11 0800 0.00 972.92 164176. 84. 42. 119. 161 12 0800 0.00 972.94 164232. 56. 28. 119. 147 13 0800 0.00 972.98 164344. 112. 56. 78. 134 14 0800 0.00 973.09 164670. 326. 164. 70. 234 15 0800 0.00 973.20 165000. 330. 166. 60. 226 16 0800 0.00 973.22 165060. 60. 30. 116. 146 17 0800 0.00 973.27 165210. 150. 76. 124. 200 18 0800 0.00 973.44 165720. 510. 257. 108. 365 19 0800 0.00 973.46 165780. 60. 30. 136. 166 20 0800 0.00 973.46 165780. 0. 0. 124. 124 21 0800 0.00 973.44 165720. -60. -30. 142. 112 22 0800 0.00 973.46 165780. 60. 30. 180. 210 23 0800 0.00 973.50 165900. 120. 61. 201. 262 24 0800 0.00 973.48 165840. -60. -30. 204. 174 25 0800 0.00 973.41 165630. -210. -106. 216. 110 26 0800 0.00 973.34 165420. -210. -106. 216. 110 27 0800 0.00 973.26 165180. -240. -121. 216. 95 28 0800 0.00 973.31 165330. 150. 76. 216. 292 29 0800 0.00 973.31 165330. 0. 0. 216. 216 30 0800 0.00 973.26 165180. -150. -76. 216. 140 + ____________________________________________________________________________ TOTAL FOR MONTH................ 2908. 1934. -469. 3711. 5176. NET CHANGE IN DAY-SECOND-FEET.. 1466. 1465. 1465. AVERAGE FLOW IN C.F.S.......... 49. 124. 173. CHANGE IN CONTENTS FOR MO.(4).. 2908. (1) COMPUTATIONS BASED ON A RECREATION OF THE JAN 1952 CAPACITY TABLE. (2) BY 24-HOUR CLOCK, TIME IS 2400(MIDN.) OF DAY INDICATED UNLESS OTHERWISE NOTED. AVERAGE FLOW OR CHANGE IN RESERVOIR CONTENTS ARE FOR PERIOD ENDING 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 1953 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 + ____ ____ _____ _________ ________ _____ ______ ________ _______ ______ 973.50 973.26 165180. 1 973.45 973.21 165030. -150. -76. 251. 175 2 973.40 973.13 164790. -240. -121. 251. 130 3 973.35 973.10 164700. -90. -45. 199. 154 4 973.31 973.12 164760. 60. 30. 164. 194 5 973.26 973.11 164730. -30. -15. 163. 148 6 973.21 973.09 164670. -60. -30. 163. 133 7 973.16 973.08 164640. -30. -15. 168. 153 8 973.11 973.07 164610. -30. -15. 169. 154 9 973.06 973.05 164550. -60. -30. 184. 154 10 973.01 973.00 164400. -150. -76. 185. 109 11 972.96 972.97 164316. -84. -42. 184. 142 12 972.92 972.91 164148. -168. -85. 184. 99 13 972.87 972.86 164008. -140. -71. 189. 118 14 972.82 972.80 163840. -168. -85. 184. 99 15 972.77 972.74 163672. -168. -85. 178. 93 16 972.72 972.69 163532. -140. -71. 174. 103 17 972.67 972.63 163364. -168. -85. 173. 88 18 972.63 972.58 163224. -140. -71. 176. 105 19 972.58 972.52 163056. -168. -85. 183. 98 20 972.53 972.47 162916. -140. -71. 182. 111 21 972.48 972.40 162720. -196. -99. 172. 73 22 972.43 972.35 162580. -140. -71. 172. 101 23 972.38 972.38 162664. 84. 42. 184. 226 24 972.34 972.42 162776. 112. 56. 138. 194 25 972.29 972.40 162720. -56. -28. 129. 101 26 972.24 972.38 162664. -56. -28. 128. 100 27 972.19 972.35 162580. -84. -42. 127. 85 28 972.14 972.32 162496. -84. -42. 126. 84 29 972.10 972.28 162384. -112. -56. 145. 89 30 972.05 972.25 162300. -84. -42. 121. 79 31 972.00 972.22 162216. -84. -42. 101. 59 + ____________________________________________________________________________ TOTAL FOR MONTH................ -2964. 128. -1624. 5247. 3751. NET CHANGE IN DAY-SECOND-FEET.. -1494. -1496. 1496. AVERAGE FLOW IN C.F.S.......... -48. 169. 121. CHANGE IN CONTENTS FOR MO.(4).. -2964. (1) COMPUTATIONS BASED ON A RECREATION OF THE JAN 1952 CAPACITY TABLE. (2) BY 24-HOUR CLOCK, TIME IS 2400(MIDN.) OF DAY INDICATED UNLESS OTHERWISE NOTED. AVERAGE FLOW OR CHANGE IN RESERVOIR CONTENTS ARE FOR PERIOD ENDING 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 1953 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 + ____ ____ _____ _________ ________ _____ ______ ________ _______ ______ 972.00 972.22 162216. 1 971.94 972.20 162160. -56. -28. 111. 83 2 971.87 972.18 162104. -56. -28. 114. 86 3 971.81 972.15 162020. -84. -42. 114. 72 4 971.74 972.17 162076. 56. 28. 153. 181 5 971.68 972.19 162132. 56. 28. 126. 154 6 971.61 972.19 162132. 0. 0. 115. 115 7 971.55 972.18 162104. -28. -14. 114. 100 8 971.48 972.16 162048. -56. -28. 138. 110 9 971.42 972.19 162132. 84. 42. 114. 156 10 971.35 972.26 162328. 196. 99. 112. 211 11 971.29 972.25 162300. -28. -14. 112. 98 12 971.22 972.24 162272. -28. -14. 112. 98 13 971.16 972.23 162244. -28. -14. 95. 81 14 971.09 972.21 162188. -56. -28. 112. 84 15 971.03 972.17 162076. -112. -56. 112. 56 16 970.97 972.14 161992. -84. -42. 112. 70 17 970.90 972.10 161880. -112. -56. 112. 56 18 970.84 972.08 161824. -56. -28. 112. 84 19 970.77 972.05 161740. -84. -42. 112. 70 20 970.71 972.04 161712. -28. -14. 112. 98 21 970.64 972.01 161628. -84. -42. 112. 70 22 970.58 971.99 161572. -56. -28. 114. 86 23 970.51 971.95 161460. -112. -56. 118. 62 24 970.45 971.92 161376. -84. -42. 118. 76 25 970.39 971.88 161264. -112. -56. 118. 62 26 970.32 971.84 161152. -112. -56. 118. 62 27 970.26 971.80 161040. -112. -56. 105. 49 28 970.19 971.76 160928. -112. -56. 105. 49 29 970.13 971.73 160844. -84. -42. 105. 63 30 970.06 971.70 160760. -84. -42. 105. 63 31 970.00 971.65 160620. -140. -71. 105. 34 + ____________________________________________________________________________ TOTAL FOR MONTH................ -1596. 197. -995. 3537. 2739. NET CHANGE IN DAY-SECOND-FEET.. -805. -798. 798. AVERAGE FLOW IN C.F.S.......... -26. 114. 88. CHANGE IN CONTENTS FOR MO.(4).. -1596. (1) COMPUTATIONS BASED ON A RECREATION OF THE JAN 1952 CAPACITY TABLE. (2) BY 24-HOUR CLOCK, TIME IS 2400(MIDN.) OF DAY INDICATED UNLESS OTHERWISE NOTED. AVERAGE FLOW OR CHANGE IN RESERVOIR CONTENTS ARE FOR PERIOD ENDING 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 1953 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 + ____ ____ _____ _________ ________ _____ ______ ________ _______ ______ 970.00 971.61 160508. 1 969.93 971.58 160424. -84. -42. 100. 58 2 969.87 971.51 160228. -196. -99. 133. 34 3 969.80 971.41 159948. -280. -141. 172. 31 4 969.73 971.36 159808. -140. -71. 123. 52 5 969.67 971.09 159052. -756. -381. 439. 58 6 969.60 971.11 159108. 56. 28. 39. 67 7 969.53 970.98 158746. -362. -183. 233. 50 8 969.47 970.86 158422. -324. -163. 225. 62 9 969.40 970.71 158017. -405. -204. 218. 14 10 969.33 970.58 157666. -351. -177. 233. 56 11 969.27 970.44 157288. -378. -191. 223. 32 12 969.20 970.44 157288. 0. 0. 47. 47 13 969.13 970.39 157153. -135. -68. 76. 8 14 969.07 970.18 156586. -567. -286. 276. -10 15 969.00 969.81 155589. -997. -503. 537. 34 16 968.93 969.47 154674. -915. -461. 501. 40 17 968.87 969.22 154002. -672. -339. 349. 10 18 968.80 969.07 153598. -404. -204. 241. 37 19 968.73 968.86 153038. -560. -282. 326. 44 20 968.67 968.87 153064. 26. 13. 50. 63 21 968.60 968.71 152639. -425. -214. 275. 61 22 968.53 968.55 152213. -426. -215. 239. 24 23 968.47 968.39 151787. -426. -215. 242. 27 24 968.40 968.20 151282. -505. -255. 249. -6 25 968.33 968.06 150910. -372. -188. 226. 38 26 968.27 968.04 150856. -54. -27. 84. 57 27 968.20 968.07 150936. 80. 40. 85. 125 28 968.13 967.99 150724. -212. -107. 205. 98 29 968.07 967.96 150644. -80. -40. 182. 142 30 968.00 967.84 150328. -316. -159. 317. 158 + ____________________________________________________________________________ TOTAL FOR MONTH................ -10180. 81. -5215. 6645. 1511. NET CHANGE IN DAY-SECOND-FEET.. -5132. -5134. 5134. AVERAGE FLOW IN C.F.S.......... -171. 222. 50. CHANGE IN CONTENTS FOR MO.(4).. -10180. (1) COMPUTATIONS BASED ON A RECREATION OF THE JAN 1952 CAPACITY TABLE. (2) BY 24-HOUR CLOCK, TIME IS 2400(MIDN.) OF DAY INDICATED UNLESS OTHERWISE NOTED. AVERAGE FLOW OR CHANGE IN RESERVOIR CONTENTS ARE FOR PERIOD ENDING 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 1953 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 + ____ ____ _____ _________ ________ _____ ______ ________ _______ ______ 968.00 967.84 150328. 1 967.94 967.75 150090. -238. -120. 238. 118 2 967.87 967.65 149826. -264. -133. 245. 112 3 967.81 967.69 149932. 106. 53. 50. 103 4 967.74 967.73 150037. 105. 53. 50. 103 5 967.68 967.61 149720. -317. -160. 247. 87 6 967.61 967.47 149351. -369. -186. 248. 62 7 967.55 967.31 148928. -423. -213. 247. 34 8 967.48 967.14 148480. -448. -226. 242. 16 9 967.42 966.98 148058. -422. -213. 246. 33 10 967.35 966.97 148031. -27. -14. 50. 36 11 967.29 966.95 147979. -52. -26. 50. 24 12 967.22 966.79 147560. -419. -211. 245. 34 13 967.16 966.63 147141. -419. -211. 245. 34 14 967.09 966.47 146721. -420. -212. 249. 37 15 967.03 966.32 146328. -393. -198. 250. 52 16 966.97 966.16 145909. -419. -211. 270. 59 17 966.90 966.14 145857. -52. -26. 68. 42 18 966.84 966.12 145804. -53. -27. 50. 23 19 966.77 965.96 145386. -418. -211. 249. 38 20 966.71 965.81 144998. -388. -196. 255. 59 21 966.64 965.65 144584. -414. -209. 258. 49 22 966.58 965.50 144195. -389. -196. 250. 54 23 966.51 965.34 143781. -414. -209. 245. 36 24 966.45 965.33 143755. -26. -13. 50. 37 25 966.39 965.32 143729. -26. -13. 50. 37 26 966.32 965.16 143314. -415. -209. 250. 41 27 966.26 965.06 143055. -259. -131. 250. 119 28 966.19 965.06 143055. 0. 0. 245. 245 29 966.13 964.90 142642. -413. -208. 248. 40 30 966.06 964.71 142152. -490. -247. 290. 43 31 966.00 964.71 142152. 0. 0. 50. 50 + ____________________________________________________________________________ TOTAL FOR MONTH................ -8176. 106. -4229. 5980. 1857. NET CHANGE IN DAY-SECOND-FEET.. -4122. -4123. 4123. AVERAGE FLOW IN C.F.S.......... -133. 193. 60. CHANGE IN CONTENTS FOR MO.(4).. -8176. (1) COMPUTATIONS BASED ON A RECREATION OF THE JAN 1952 CAPACITY TABLE. (2) BY 24-HOUR CLOCK, TIME IS 2400(MIDN.) OF DAY INDICATED UNLESS OTHERWISE NOTED. AVERAGE FLOW OR CHANGE IN RESERVOIR CONTENTS ARE FOR PERIOD ENDING 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 NOVEMBER 1953 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 + ____ ____ _____ _________ ________ _____ ______ ________ _______ ______ 966.00 964.71 142152. 1 965.93 964.71 142152. 0. 0. 50. 50 2 965.87 964.56 141765. -387. -195. 253. 58 3 965.80 964.40 141352. -413. -208. 267. 59 4 965.73 964.23 140913. -439. -221. 274. 53 5 965.67 964.07 140501. -412. -208. 265. 57 6 965.60 963.91 140091. -410. -207. 264. 57 7 965.53 963.90 140066. -25. -13. 50. 37 8 965.47 963.90 140066. 0. 0. 50. 50 9 965.40 963.74 139660. -406. -205. 256. 51 10 965.33 963.59 139279. -381. -192. 255. 63 11 965.27 963.43 138872. -407. -205. 267. 62 12 965.20 963.28 138491. -381. -192. 268. 76 13 965.13 963.13 138110. -381. -192. 258. 66 14 965.07 963.13 138110. 0. 0. 50. 50 15 965.00 963.13 138110. 0. 0. 50. 50 16 964.93 962.98 137730. -380. -192. 265. 73 17 964.87 962.83 137355. -375. -189. 261. 72 18 964.80 962.67 136955. -400. -202. 257. 55 19 964.73 962.51 136555. -400. -202. 264. 62 20 964.67 962.37 136205. -350. -176. 265. 89 21 964.60 962.38 136230. 25. 13. 50. 63 22 964.53 962.42 136330. 100. 50. 50. 100 23 964.47 962.36 136180. -150. -76. 263. 187 24 964.40 962.23 135855. -325. -164. 257. 93 25 964.33 962.09 135505. -350. -176. 255. 79 26 964.27 961.94 135132. -373. -188. 255. 67 27 964.20 961.80 134788. -344. -173. 254. 81 28 964.13 961.80 134788. 0. 0. 40. 40 29 964.07 961.81 134813. 25. 13. 40. 53 30 964.00 961.67 134468. -345. -174. 254. 80 + ____________________________________________________________________________ TOTAL FOR MONTH................ -7684. 76. -3950. 5907. 2033. NET CHANGE IN DAY-SECOND-FEET.. -3874. -3874. 3874. AVERAGE FLOW IN C.F.S.......... -129. 197. 68. CHANGE IN CONTENTS FOR MO.(4).. -7684. (1) COMPUTATIONS BASED ON A RECREATION OF THE JAN 1952 CAPACITY TABLE. (2) BY 24-HOUR CLOCK, TIME IS 2400(MIDN.) OF DAY INDICATED UNLESS OTHERWISE NOTED. AVERAGE FLOW OR CHANGE IN RESERVOIR CONTENTS ARE FOR PERIOD ENDING 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 1953 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 + ____ ____ _____ _________ ________ _____ ______ ________ _______ ______ 964.00 961.67 134468. 1 963.94 961.52 134099. -369. -186. 248. 62 2 963.87 961.37 133730. -369. -186. 249. 63 3 963.81 961.22 133361. -369. -186. 245. 59 4 963.74 961.10 133066. -295. -149. 246. 97 5 963.68 961.15 133189. 123. 62. 40. 102 6 963.61 961.37 133730. 541. 273. 40. 313 7 963.55 961.35 133681. -49. -25. 245. 220 8 963.48 961.22 133361. -320. -161. 251. 90 9 963.42 961.16 133214. -147. -74. 248. 174 10 963.35 961.12 133115. -99. -50. 246. 196 11 963.29 961.01 132845. -270. -136. 248. 112 12 963.22 961.34 133656. 811. 409. 40. 449 13 963.16 961.60 134296. 640. 323. 40. 363 14 963.09 961.88 134985. 689. 347. 248. 595 15 963.03 961.89 135009. 24. 12. 252. 264 16 962.97 961.87 134960. -49. -25. 251. 226 17 962.90 961.81 134813. -147. -74. 249. 175 18 962.84 961.70 134542. -271. -137. 247. 110 19 962.77 961.73 134616. 74. 37. 40. 77 20 962.71 961.79 134763. 147. 74. 40. 114 21 962.64 961.64 134394. -369. -186. 289. 103 22 962.58 961.49 134025. -369. -186. 305. 119 23 962.51 961.36 133706. -319. -161. 254. 93 24 962.45 961.23 133386. -320. -161. 254. 93 25 962.39 961.09 133041. -345. -174. 249. 75 26 962.32 961.12 133115. 74. 37. 40. 77 27 962.26 961.15 133189. 74. 37. 40. 77 28 962.19 961.02 132869. -320. -161. 248. 87 29 962.13 960.90 132578. -291. -147. 249. 102 30 962.06 960.77 132263. -315. -159. 245. 86 31 962.00 960.62 131900. -363. -183. 249. 66 + ____________________________________________________________________________ TOTAL FOR MONTH................ -2568. 1611. -2907. 6135. 4839. NET CHANGE IN DAY-SECOND-FEET.. -1295. -1296. 1296. AVERAGE FLOW IN C.F.S.......... -42. 198. 156. CHANGE IN CONTENTS FOR MO.(4).. -2568. (1) COMPUTATIONS BASED ON A RECREATION OF THE JAN 1952 CAPACITY TABLE. (2) BY 24-HOUR CLOCK, TIME IS 2400(MIDN.) OF DAY INDICATED UNLESS OTHERWISE NOTED. AVERAGE FLOW OR CHANGE IN RESERVOIR CONTENTS ARE FOR PERIOD ENDING 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 1954 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 + ____ ____ _____ _________ ________ _____ ______ ________ _______ ______ 962.00 960.62 131900. 1 962.13 960.48 131562. -338. -170. 249. 79 2 962.26 960.50 131610. 48. 24. 40. 64 3 962.39 960.52 131658. 48. 24. 40. 64 4 962.52 960.37 131295. -363. -183. 245. 62 5 962.65 960.20 130884. -411. -207. 253. 46 6 962.78 960.05 130521. -363. -183. 243. 60 7 962.91 959.88 130113. -408. -206. 244. 38 8 963.03 959.71 129707. -406. -205. 252. 47 9 963.16 959.72 129731. 24. 12. 40. 52 10 963.29 959.85 130042. 311. 157. 40. 197 11 963.42 959.85 130042. 0. 0. 247. 247 12 963.55 959.70 129683. -359. -181. 252. 71 13 963.68 959.55 129325. -358. -180. 253. 73 14 963.81 959.43 129038. -287. -145. 246. 101 15 963.94 959.40 128966. -72. -36. 245. 209 16 964.07 959.91 130185. 1219. 615. 40. 655 17 964.20 960.06 130545. 360. 182. 40. 222 18 964.33 959.97 130328. -217. -109. 253. 144 19 964.45 959.86 130065. -263. -133. 253. 120 20 964.58 959.78 129874. -191. -96. 251. 155 21 964.71 959.68 129635. -239. -120. 253. 133 22 964.84 960.92 132626. 2991. 1508. 251. 1759 23 964.97 961.39 133779. 1153. 581. 40. 621 24 965.10 961.67 134468. 689. 347. 40. 387 25 965.23 961.67 134468. 0. 0. 316. 316 26 965.36 961.67 134468. 0. 0. 295. 295 27 965.49 961.67 134468. 0. 0. 296. 296 28 965.61 961.55 134173. -295. -149. 296. 147 29 965.74 961.44 133902. -271. -137. 295. 158 30 965.87 961.52 134099. 197. 99. 40. 139 31 966.00 961.60 134296. 197. 99. 40. 139 + ____________________________________________________________________________ TOTAL FOR MONTH................ 2396. 3648. -2440. 5888. 7096. NET CHANGE IN DAY-SECOND-FEET.. 1208. 1208. 1208. AVERAGE FLOW IN C.F.S.......... 39. 190. 229. CHANGE IN CONTENTS FOR MO.(4).. 2396. (1) COMPUTATIONS BASED ON A RECREATION OF THE JAN 1952 CAPACITY TABLE. (2) BY 24-HOUR CLOCK, TIME IS 2400(MIDN.) OF DAY INDICATED UNLESS OTHERWISE NOTED. AVERAGE FLOW OR CHANGE IN RESERVOIR CONTENTS ARE FOR PERIOD ENDING 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 1954 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 + ____ ____ _____ _________ ________ _____ ______ ________ _______ ______ 966.00 961.60 134296. 1 966.14 961.50 134050. -246. -124. 254. 130 2 966.29 961.43 133878. -172. -87. 225. 138 3 966.43 961.33 133632. -246. -124. 256. 132 4 966.57 961.20 133312. -320. -161. 283. 122 5 966.71 961.09 133041. -271. -137. 257. 120 6 966.86 961.15 133189. 148. 75. 40. 115 7 967.00 961.19 133287. 98. 49. 40. 89 8 967.14 961.07 132992. -295. -149. 257. 108 9 967.28 960.94 132675. -317. -160. 258. 98 10 967.43 960.87 132505. -170. -86. 256. 170 11 967.57 960.70 132094. -411. -207. 258. 51 12 967.71 960.56 131755. -339. -171. 258. 87 13 967.85 960.59 131828. 73. 37. 40. 77 14 968.00 960.63 131925. 97. 49. 40. 89 15 968.14 960.45 131489. -436. -220. 314. 94 16 968.28 960.31 131150. -339. -171. 316. 145 17 968.43 960.16 130787. -363. -183. 319. 136 18 968.57 959.97 130328. -459. -231. 319. 88 19 968.71 959.78 129874. -454. -229. 314. 85 20 968.86 959.99 130376. 502. 253. 40. 293 21 969.00 962.03 135355. 4979. 2510. 40. 2550 22 969.14 962.19 135755. 400. 202. 314. 516 23 969.28 962.21 135805. 50. 25. 293. 318 24 969.43 962.24 135880. 75. 38. 248. 286 25 969.57 962.24 135880. 0. 0. 248. 248 26 969.71 962.23 135855. -25. -13. 249. 236 27 969.86 962.36 136180. 325. 164. 40. 204 28 970.00 962.62 136830. 650. 328. 40. 368 + ____________________________________________________________________________ TOTAL FOR MONTH................ 2534. 3730. -2453. 5816. 7093. NET CHANGE IN DAY-SECOND-FEET.. 1278. 1277. 1277. AVERAGE FLOW IN C.F.S.......... 46. 208. 253. CHANGE IN CONTENTS FOR MO.(4).. 2534. (1) COMPUTATIONS BASED ON A RECREATION OF THE JAN 1952 CAPACITY TABLE. (2) BY 24-HOUR CLOCK, TIME IS 2400(MIDN.) OF DAY INDICATED UNLESS OTHERWISE NOTED. AVERAGE FLOW OR CHANGE IN RESERVOIR CONTENTS ARE FOR PERIOD ENDING 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 1954 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 + ____ ____ _____ _________ ________ _____ ______ ________ _______ ______ 970.00 962.62 136830. 1 970.11 963.26 138440. 1610. 812. 248. 1060 2 970.23 963.38 138745. 305. 154. 244. 398 3 970.34 963.44 138898. 153. 77. 243. 320 4 970.45 963.46 138948. 50. 25. 246. 271 5 970.56 963.47 138974. 26. 13. 259. 272 6 970.68 963.54 139152. 178. 90. 40. 130 7 970.79 963.62 139355. 203. 102. 40. 142 8 970.90 963.56 139202. -153. -77. 244. 167 9 971.01 963.49 139025. -177. -89. 244. 155 10 971.13 963.41 138821. -204. -103. 245. 142 11 971.24 963.33 138618. -203. -102. 242. 140 12 971.35 963.25 138415. -203. -102. 246. 144 13 971.46 963.33 138618. 203. 102. 40. 142 14 971.58 963.52 139101. 483. 244. 40. 284 15 971.69 963.43 138872. -229. -115. 247. 132 16 971.80 963.35 138669. -203. -102. 246. 144 17 971.92 963.26 138440. -229. -115. 246. 131 18 972.03 963.17 138212. -228. -115. 245. 130 19 972.14 963.41 138821. 609. 307. 250. 557 20 972.26 963.88 140015. 1194. 602. 40. 642 21 972.37 964.07 140501. 486. 245. 40. 285 22 972.48 964.05 140449. -52. -26. 249. 223 23 972.60 964.02 140372. -77. -39. 248. 209 24 972.71 963.96 140218. -154. -78. 250. 172 25 972.82 963.92 140117. -101. -51. 246. 195 26 972.93 963.87 139990. -127. -64. 247. 183 27 973.05 963.94 140168. 178. 90. 40. 130 28 973.16 964.02 140372. 204. 103. 40. 143 29 973.27 963.96 140218. -154. -78. 219. 141 30 973.39 963.96 140218. 0. 0. 175. 175 31 973.50 964.01 140346. 128. 65. 174. 239 + ____________________________________________________________________________ TOTAL FOR MONTH................ 3516. 3031. -1256. 5823. 7598. NET CHANGE IN DAY-SECOND-FEET.. 1773. 1775. 1775. AVERAGE FLOW IN C.F.S.......... 57. 188. 245. CHANGE IN CONTENTS FOR MO.(4).. 3516. (1) COMPUTATIONS BASED ON A RECREATION OF THE JAN 1952 CAPACITY TABLE. (2) BY 24-HOUR CLOCK, TIME IS 2400(MIDN.) OF DAY INDICATED UNLESS OTHERWISE NOTED. AVERAGE FLOW OR CHANGE IN RESERVOIR CONTENTS ARE FOR PERIOD ENDING 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 1954 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 + ____ ____ _____ _________ ________ _____ ______ ________ _______ ______ 973.50 964.01 140346. 1 973.50 964.00 140320. -26. -13. 248. 235 2 973.50 963.93 140142. -178. -90. 241. 151 3 973.50 964.03 140397. 255. 129. 40. 169 4 973.50 964.10 140578. 181. 91. 40. 131 5 973.50 964.02 140372. -206. -104. 248. 144 6 973.50 963.94 140168. -204. -103. 250. 147 7 973.50 963.86 139964. -204. -103. 248. 145 8 973.50 963.79 139787. -177. -89. 252. 163 9 973.50 963.69 139533. -254. -128. 248. 120 10 973.50 963.77 139736. 203. 102. 40. 142 11 973.50 963.85 139939. 203. 102. 40. 142 12 973.50 963.75 139685. -254. -128. 248. 120 13 973.50 963.65 139431. -254. -128. 249. 121 14 973.50 963.55 139177. -254. -128. 250. 122 15 973.50 963.55 139177. 0. 0. 248. 248 16 973.50 963.75 139685. 508. 256. 249. 505 17 973.50 964.10 140578. 893. 450. 40. 490 18 973.50 964.27 141017. 439. 221. 40. 261 19 973.50 964.25 140965. -52. -26. 248. 222 20 973.50 964.21 140862. -103. -52. 250. 198 21 973.50 964.15 140707. -155. -78. 248. 170 22 973.50 964.08 140526. -181. -91. 248. 157 23 973.50 964.06 140475. -51. -26. 245. 219 24 973.50 964.19 140810. 335. 169. 40. 209 25 973.50 964.29 141068. 258. 130. 40. 170 26 973.50 964.24 140939. -129. -65. 243. 178 27 973.50 964.21 140862. -77. -39. 246. 207 28 973.50 964.13 140655. -207. -104. 245. 141 29 973.50 964.05 140449. -206. -104. 248. 144 30 973.50 963.93 140142. -307. -155. 294. 139 + ____________________________________________________________________________ TOTAL FOR MONTH................ -204. 1650. -1754. 5814. 5710. NET CHANGE IN DAY-SECOND-FEET.. -103. -104. 104. AVERAGE FLOW IN C.F.S.......... -3. 194. 190. CHANGE IN CONTENTS FOR MO.(4).. -204. (1) COMPUTATIONS BASED ON A RECREATION OF THE JAN 1952 CAPACITY TABLE. (2) BY 24-HOUR CLOCK, TIME IS 2400(MIDN.) OF DAY INDICATED UNLESS OTHERWISE NOTED. AVERAGE FLOW OR CHANGE IN RESERVOIR CONTENTS ARE FOR PERIOD ENDING 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 1954 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 + ____ ____ _____ _________ ________ _____ ______ ________ _______ ______ 973.50 963.93 140142. 1 973.50 964.01 140346. 204. 103. 40. 143 2 973.50 964.09 140552. 206. 104. 40. 144 3 973.50 964.07 140501. -51. -26. 243. 217 4 973.50 964.10 140578. 77. 39. 249. 288 5 973.50 964.02 140372. -206. -104. 248. 144 6 973.50 963.93 140142. -230. -116. 246. 130 7 973.50 963.86 139964. -178. -90. 245. 155 8 973.50 963.89 140041. 77. 39. 40. 79 9 973.50 964.00 140320. 279. 141. 40. 181 10 973.50 963.89 140041. -279. -141. 247. 106 11 973.50 963.79 139787. -254. -128. 248. 120 12 973.50 963.67 139482. -305. -154. 249. 95 13 973.50 963.61 139329. -153. -77. 249. 172 14 973.50 963.87 139990. 661. 333. 250. 583 15 973.50 964.49 141584. 1594. 804. 40. 844 16 973.50 964.78 142332. 748. 377. 40. 417 17 973.50 964.81 142410. 78. 39. 249. 288 18 973.50 964.88 142590. 180. 91. 247. 338 19 973.50 964.93 142719. 129. 65. 246. 311 20 973.50 965.15 143289. 570. 287. 248. 535 21 973.50 965.26 143573. 284. 143. 250. 393 22 973.50 965.43 144014. 441. 222. 40. 262 23 973.50 965.58 144402. 388. 196. 40. 236 24 973.50 965.49 144169. -233. -117. 314. 197 25 973.50 965.42 143988. -181. -91. 291. 200 26 973.50 965.32 143729. -259. -131. 291. 160 27 973.50 965.21 143444. -285. -144. 288. 144 28 973.50 965.12 143211. -233. -117. 293. 176 29 973.50 965.31 143703. 492. 248. 40. 288 30 973.50 965.39 143910. 207. 104. 40. 144 31 973.50 965.30 143677. -233. -117. 244. 127 + ____________________________________________________________________________ TOTAL FOR MONTH................ 3535. 3335. -1553. 5835. 7617. NET CHANGE IN DAY-SECOND-FEET.. 1782. 1782. 1782. AVERAGE FLOW IN C.F.S.......... 57. 188. 246. CHANGE IN CONTENTS FOR MO.(4).. 3535. (1) COMPUTATIONS BASED ON A RECREATION OF THE JAN 1952 CAPACITY TABLE. (2) BY 24-HOUR CLOCK, TIME IS 2400(MIDN.) OF DAY INDICATED UNLESS OTHERWISE NOTED. AVERAGE FLOW OR CHANGE IN RESERVOIR CONTENTS ARE FOR PERIOD ENDING 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 1954 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 + ____ ____ _____ _________ ________ _____ ______ ________ _______ ______ 973.50 965.30 143677. 1 973.50 965.21 143444. -233. -117. 247. 130 2 973.50 965.11 143185. -259. -131. 247. 116 3 973.50 964.99 142874. -311. -157. 243. 86 4 973.50 964.90 142642. -232. -117. 244. 127 5 973.50 964.92 142694. 52. 26. 48. 74 6 973.50 964.96 142797. 103. 52. 46. 98 7 973.50 964.84 142487. -310. -156. 243. 87 8 973.50 964.72 142178. -309. -156. 243. 87 9 973.50 964.66 142023. -155. -78. 245. 167 10 973.50 964.72 142178. 155. 78. 268. 346 11 973.50 964.66 142023. -155. -78. 243. 165 12 973.50 964.69 142100. 77. 39. 40. 79 13 973.50 964.76 142281. 181. 91. 40. 131 14 973.50 964.68 142074. -207. -104. 251. 147 15 973.50 964.68 142074. 0. 0. 249. 249 16 973.50 964.91 142668. 594. 299. 292. 591 17 973.50 965.47 144117. 1449. 731. 253. 984 18 973.50 965.58 144402. 285. 144. 251. 395 19 973.50 965.73 144791. 389. 196. 40. 236 20 973.50 965.83 145050. 259. 131. 40. 171 21 973.50 965.73 144791. -259. -131. 253. 122 22 973.50 965.63 144532. -259. -131. 253. 122 23 973.50 965.52 144247. -285. -144. 247. 103 24 973.50 965.40 143936. -311. -157. 247. 90 25 973.50 965.28 143625. -311. -157. 251. 94 26 973.50 965.31 143703. 78. 39. 40. 79 27 973.50 965.33 143755. 52. 26. 40. 66 28 973.50 965.18 143366. -389. -196. 250. 54 29 973.50 965.04 143004. -362. -183. 243. 60 30 973.50 964.90 142642. -362. -183. 243. 60 + ____________________________________________________________________________ TOTAL FOR MONTH................ -1035. 1852. -2376. 5840. 5316. NET CHANGE IN DAY-SECOND-FEET.. -522. -524. 524. AVERAGE FLOW IN C.F.S.......... -17. 195. 177. CHANGE IN CONTENTS FOR MO.(4).. -1035. (1) COMPUTATIONS BASED ON A RECREATION OF THE JAN 1952 CAPACITY TABLE. (2) BY 24-HOUR CLOCK, TIME IS 2400(MIDN.) OF DAY INDICATED UNLESS OTHERWISE NOTED. AVERAGE FLOW OR CHANGE IN RESERVOIR CONTENTS ARE FOR PERIOD ENDING 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 1954 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 + ____ ____ _____ _________ ________ _____ ______ ________ _______ ______ 973.50 964.90 142642. 1 973.45 964.76 142281. -361. -182. 246. 64 2 973.40 964.62 141920. -361. -182. 246. 64 3 973.35 964.64 141971. 51. 26. 40. 66 4 973.31 964.67 142049. 78. 39. 40. 79 5 973.26 964.54 141713. -336. -169. 248. 79 6 973.21 964.40 141352. -361. -182. 246. 64 7 973.16 964.27 141017. -335. -169. 247. 78 8 973.11 964.21 140862. -155. -78. 247. 169 9 973.06 964.14 140681. -181. -91. 248. 157 10 973.01 964.17 140759. 78. 39. 40. 79 11 972.96 964.19 140810. 51. 26. 40. 66 12 972.92 964.03 140397. -413. -208. 247. 39 13 972.87 963.89 140041. -356. -179. 247. 68 14 972.82 963.74 139660. -381. -192. 247. 55 15 972.77 963.63 139380. -280. -141. 246. 105 16 972.72 963.48 138999. -381. -192. 247. 55 17 972.67 963.48 138999. 0. 0. 40. 40 18 972.63 963.50 139050. 51. 26. 40. 66 19 972.58 963.36 138694. -356. -179. 294. 115 20 972.53 963.28 138491. -203. -102. 250. 148 21 972.48 963.39 138771. 280. 141. 247. 388 22 972.43 963.31 138567. -204. -103. 247. 144 23 972.38 963.19 138263. -304. -153. 245. 92 24 972.34 963.20 138288. 25. 13. 40. 53 25 972.29 963.22 138339. 51. 26. 40. 66 26 972.24 963.08 137983. -356. -179. 250. 71 27 972.19 962.93 137605. -378. -191. 250. 59 28 972.14 962.77 137205. -400. -202. 247. 45 29 972.10 962.61 136805. -400. -202. 248. 46 30 972.05 962.45 136405. -400. -202. 249. 47 31 972.00 962.48 136480. 75. 38. 39. 77 + ____________________________________________________________________________ TOTAL FOR MONTH................ -6162. 374. -3478. 5848. 2744. NET CHANGE IN DAY-SECOND-FEET.. -3107. -3104. 3104. AVERAGE FLOW IN C.F.S.......... -100. 189. 89. CHANGE IN CONTENTS FOR MO.(4).. -6162. (1) COMPUTATIONS BASED ON A RECREATION OF THE JAN 1952 CAPACITY TABLE. (2) BY 24-HOUR CLOCK, TIME IS 2400(MIDN.) OF DAY INDICATED UNLESS OTHERWISE NOTED. AVERAGE FLOW OR CHANGE IN RESERVOIR CONTENTS ARE FOR PERIOD ENDING 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 1954 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 + ____ ____ _____ _________ ________ _____ ______ ________ _______ ______ 972.00 962.48 136480. 1 971.94 962.48 136480. 0. 0. 40. 40 2 971.87 962.33 136105. -375. -189. 249. 60 3 971.81 962.17 135705. -400. -202. 247. 45 4 971.74 962.00 135280. -425. -214. 247. 33 5 971.68 961.84 134886. -394. -199. 248. 49 6 971.61 961.69 134517. -369. -186. 251. 65 7 971.55 961.70 134542. 25. 13. 40. 53 8 971.48 961.68 134493. -49. -25. 40. 15 9 971.42 961.50 134050. -443. -223. 249. 26 10 971.35 961.32 133607. -443. -223. 244. 21 11 971.29 961.14 133164. -443. -223. 249. 26 12 971.22 960.96 132723. -441. -222. 249. 27 13 971.16 960.77 132263. -460. -232. 249. 17 14 971.09 960.75 132215. -48. -24. 40. 16 15 971.03 960.73 132167. -48. -24. 40. 16 16 970.97 960.55 131731. -436. -220. 249. 29 17 970.90 960.38 131320. -411. -207. 250. 43 18 970.84 960.21 130908. -412. -208. 250. 42 19 970.77 960.05 130521. -387. -195. 295. 100 20 970.71 959.92 130209. -312. -157. 250. 93 21 970.64 959.96 130304. 95. 48. 40. 88 22 970.58 959.99 130376. 72. 36. 40. 76 23 970.51 959.86 130065. -311. -157. 253. 96 24 970.45 959.70 129683. -382. -193. 252. 59 25 970.39 959.55 129325. -358. -180. 252. 72 26 970.32 959.38 128918. -407. -205. 254. 49 27 970.26 959.21 128512. -406. -205. 252. 47 28 970.19 959.28 128679. 167. 84. 40. 124 29 970.13 959.32 128775. 96. 48. 40. 88 30 970.06 959.17 128416. -359. -181. 251. 70 31 970.00 958.98 127963. -453. -228. 253. 25 + ____________________________________________________________________________ TOTAL FOR MONTH................ -8517. 229. -4522. 5903. 1610. NET CHANGE IN DAY-SECOND-FEET.. -4294. -4293. 4293. AVERAGE FLOW IN C.F.S.......... -138. 190. 52. CHANGE IN CONTENTS FOR MO.(4).. -8517. (1) COMPUTATIONS BASED ON A RECREATION OF THE JAN 1952 CAPACITY TABLE. (2) BY 24-HOUR CLOCK, TIME IS 2400(MIDN.) OF DAY INDICATED UNLESS OTHERWISE NOTED. AVERAGE FLOW OR CHANGE IN RESERVOIR CONTENTS ARE FOR PERIOD ENDING 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 1954 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 + ____ ____ _____ _________ ________ _____ ______ ________ _______ ______ 970.00 958.98 127963. 1 969.93 958.79 127512. -451. -227. 255. 28 2 969.87 958.59 127038. -474. -239. 254. 15 3 969.80 958.40 126588. -450. -227. 252. 25 4 969.73 958.39 126564. -24. -12. 40. 28 5 969.67 958.38 126541. -23. -12. 40. 28 6 969.60 958.18 126067. -474. -239. 254. 15 7 969.53 957.98 125593. -474. -239. 254. 15 8 969.47 957.83 125242. -351. -177. 254. 77 9 969.40 957.65 124821. -421. -212. 254. 42 10 969.33 957.47 124400. -421. -212. 250. 38 11 969.27 957.45 124353. -47. -24. 38. 14 12 969.20 957.43 124306. -47. -24. 40. 16 13 969.13 957.22 123815. -491. -248. 257. 9 14 969.07 957.02 123347. -468. -236. 253. 17 15 969.00 956.82 122884. -463. -233. 252. 19 16 968.93 956.62 122422. -462. -233. 252. 19 17 968.87 956.42 121960. -462. -233. 252. 19 18 968.80 956.40 121914. -46. -23. 40. 17 19 968.73 956.39 121891. -23. -12. 40. 28 20 968.67 956.30 121683. -208. -105. 257. 152 21 968.60 956.13 121290. -393. -198. 258. 60 22 968.53 955.94 120853. -437. -220. 253. 33 23 968.47 955.74 120395. -458. -231. 252. 21 24 968.40 955.50 119845. -550. -277. 299. 22 25 968.33 955.49 119822. -23. -12. 40. 28 26 968.27 955.47 119776. -46. -23. 40. 17 27 968.20 955.28 119341. -435. -219. 253. 34 28 968.13 955.08 118883. -458. -231. 254. 23 29 968.07 954.88 118429. -454. -229. 254. 25 30 968.00 954.68 117977. -452. -228. 254. 26 + ____________________________________________________________________________ TOTAL FOR MONTH................ -9986. 0. -5035. 5945. 910. NET CHANGE IN DAY-SECOND-FEET.. -5035. -5035. 5035. AVERAGE FLOW IN C.F.S.......... -168. 198. 30. CHANGE IN CONTENTS FOR MO.(4).. -9986. (1) COMPUTATIONS BASED ON A RECREATION OF THE JAN 1952 CAPACITY TABLE. (2) BY 24-HOUR CLOCK, TIME IS 2400(MIDN.) OF DAY INDICATED UNLESS OTHERWISE NOTED. AVERAGE FLOW OR CHANGE IN RESERVOIR CONTENTS ARE FOR PERIOD ENDING 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 1954 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 + ____ ____ _____ _________ ________ _____ ______ ________ _______ ______ 968.00 954.68 117977. 1 967.94 954.48 117525. -452. -228. 254. 26 2 967.87 954.50 117570. 45. 23. 40. 63 3 967.81 954.49 117547. -23. -12. 40. 28 4 967.74 954.39 117321. -226. -114. 164. 50 5 967.68 954.36 117254. -67. -34. 163. 129 6 967.61 954.32 117163. -91. -46. 163. 117 7 967.55 954.25 117005. -158. -80. 162. 82 8 967.48 954.19 116869. -136. -69. 163. 94 9 967.42 954.25 117005. 136. 69. 40. 109 10 967.35 954.29 117095. 90. 45. 40. 85 11 967.29 954.20 116892. -203. -102. 164. 62 12 967.22 954.12 116711. -181. -91. 161. 70 13 967.16 954.03 116508. -203. -102. 161. 59 14 967.09 953.95 116329. -179. -90. 161. 71 15 967.03 955.56 119982. 3653. 1842. 163. 2005 16 966.97 955.80 120532. 550. 277. 40. 317 17 966.90 955.88 120715. 183. 92. 40. 132 18 966.84 955.86 120669. -46. -23. 161. 138 19 966.77 955.78 120486. -183. -92. 200. 108 20 966.71 955.68 120257. -229. -115. 202. 87 21 966.64 955.59 120051. -206. -104. 204. 100 22 966.58 955.50 119845. -206. -104. 192. 88 23 966.51 955.54 119937. 92. 46. 40. 86 24 966.45 955.59 120051. 114. 57. 40. 97 25 966.39 955.52 119891. -160. -81. 161. 80 26 966.32 955.43 119685. -206. -104. 165. 61 27 966.26 955.37 119547. -138. -70. 181. 111 28 966.19 955.29 119364. -183. -92. 177. 85 29 966.13 955.33 119456. 92. 46. 174. 220 30 966.06 955.38 119570. 114. 57. 40. 97 31 966.00 955.41 119639. 69. 35. 40. 75 + ____________________________________________________________________________ TOTAL FOR MONTH................ 1662. 2589. -1753. 4096. 4932. NET CHANGE IN DAY-SECOND-FEET.. 838. 836. 836. AVERAGE FLOW IN C.F.S.......... 27. 132. 159. CHANGE IN CONTENTS FOR MO.(4).. 1662. (1) COMPUTATIONS BASED ON A RECREATION OF THE JAN 1952 CAPACITY TABLE. (2) BY 24-HOUR CLOCK, TIME IS 2400(MIDN.) OF DAY INDICATED UNLESS OTHERWISE NOTED. AVERAGE FLOW OR CHANGE IN RESERVOIR CONTENTS ARE FOR PERIOD ENDING 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 NOVEMBER 1954 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 + ____ ____ _____ _________ ________ _____ ______ ________ _______ ______ 966.00 955.41 119639. 1 965.93 955.32 119433. -206. -104. 169. 65 2 965.87 955.25 119273. -160. -81. 254. 173 3 965.80 955.12 118975. -298. -150. 256. 106 4 965.73 955.00 118700. -275. -139. 255. 116 5 965.67 954.88 118429. -271. -137. 254. 117 6 965.60 954.93 118542. 113. 57. 40. 97 7 965.53 954.98 118655. 113. 57. 40. 97 8 965.47 954.83 118316. -339. -171. 255. 84 9 965.40 954.68 117977. -339. -171. 253. 82 10 965.33 954.53 117638. -339. -171. 255. 84 11 965.27 954.37 117276. -362. -183. 254. 71 12 965.20 954.22 116937. -339. -171. 257. 86 13 965.13 954.24 116982. 45. 23. 40. 63 14 965.07 954.27 117050. 68. 34. 40. 74 15 965.00 954.11 116689. -361. -182. 256. 74 16 964.93 953.96 116351. -338. -170. 256. 86 17 964.87 953.88 116172. -179. -90. 255. 165 18 964.80 953.80 115994. -178. -90. 256. 166 19 964.73 953.94 116306. 312. 157. 256. 413 20 964.67 954.23 116960. 654. 330. 40. 370 21 964.60 954.32 117163. 203. 102. 40. 142 22 964.53 954.22 116937. -226. -114. 281. 167 23 964.47 954.10 116666. -271. -137. 300. 163 24 964.40 954.00 116440. -226. -114. 256. 142 25 964.33 953.86 116128. -312. -157. 255. 98 26 964.27 953.70 115771. -357. -180. 256. 76 27 964.20 953.73 115838. 67. 34. 40. 74 28 964.13 953.85 116106. 268. 135. 40. 175 29 964.07 953.70 115771. -335. -169. 282. 113 30 964.00 953.54 115414. -357. -180. 283. 103 + ____________________________________________________________________________ TOTAL FOR MONTH................ -4225. 929. -3061. 5974. 3842. NET CHANGE IN DAY-SECOND-FEET.. -2130. -2132. 2132. AVERAGE FLOW IN C.F.S.......... -71. 199. 128. CHANGE IN CONTENTS FOR MO.(4).. -4225. (1) COMPUTATIONS BASED ON A RECREATION OF THE JAN 1952 CAPACITY TABLE. (2) BY 24-HOUR CLOCK, TIME IS 2400(MIDN.) OF DAY INDICATED UNLESS OTHERWISE NOTED. AVERAGE FLOW OR CHANGE IN RESERVOIR CONTENTS ARE FOR PERIOD ENDING 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 1954 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 + ____ ____ _____ _________ ________ _____ ______ ________ _______ ______ 964.00 953.54 115414. 1 963.94 953.39 115080. -334. -168. 259. 91 2 963.87 953.24 114745. -335. -169. 257. 88 3 963.81 953.08 114388. -357. -180. 257. 77 4 963.74 953.11 114455. 67. 34. 40. 74 5 963.68 953.22 114701. 246. 124. 40. 164 6 963.61 953.15 114545. -156. -79. 258. 179 7 963.55 953.01 114232. -313. -158. 257. 99 8 963.48 952.87 113924. -308. -155. 257. 102 9 963.42 952.78 113726. -198. -100. 258. 158 10 963.35 952.68 113506. -220. -111. 256. 145 11 963.29 952.75 113660. 154. 78. 40. 118 12 963.22 952.81 113792. 132. 67. 40. 107 13 963.16 952.81 113792. 0. 0. 257. 257 14 963.09 953.00 114210. 418. 211. 256. 467 15 963.03 953.00 114210. 0. 0. 258. 258 16 962.97 952.91 114012. -198. -100. 258. 158 17 962.90 952.81 113792. -220. -111. 259. 148 18 962.84 953.07 114366. 574. 289. 40. 329 19 962.77 953.20 114656. 290. 146. 40. 186 20 962.71 953.11 114455. -201. -101. 258. 157 21 962.64 952.99 114188. -267. -135. 258. 123 22 962.58 952.87 113924. -264. -133. 256. 123 23 962.51 952.74 113638. -286. -144. 257. 113 24 962.45 952.76 113682. 44. 22. 89. 111 25 962.39 952.81 113792. 110. 55. 48. 103 26 962.32 952.87 113924. 132. 67. 40. 107 27 962.26 952.72 113594. -330. -166. 260. 94 28 962.19 952.58 113286. -308. -155. 260. 105 29 962.13 952.76 113682. 396. 200. 261. 461 30 962.06 953.00 114210. 528. 266. 257. 523 31 962.00 953.00 114210. 0. 0. 257. 257 + ____________________________________________________________________________ TOTAL FOR MONTH................ -1204. 1559. -2165. 6088. 5482. NET CHANGE IN DAY-SECOND-FEET.. -607. -606. 606. AVERAGE FLOW IN C.F.S.......... -20. 196. 177. CHANGE IN CONTENTS FOR MO.(4).. -1204. (1) COMPUTATIONS BASED ON A RECREATION OF THE JAN 1952 CAPACITY TABLE. (2) BY 24-HOUR CLOCK, TIME IS 2400(MIDN.) OF DAY INDICATED UNLESS OTHERWISE NOTED. AVERAGE FLOW OR CHANGE IN RESERVOIR CONTENTS ARE FOR PERIOD ENDING 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 1955 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 + ____ ____ _____ _________ ________ _____ ______ ________ _______ ______ 962.00 953.00 114210. 1 962.13 953.17 114589. 379. 191. 40. 231 2 962.26 953.33 114946. 357. 180. 40. 220 3 962.39 953.22 114701. -245. -124. 261. 137 4 962.52 953.10 114433. -268. -135. 261. 126 5 962.65 953.01 114232. -201. -101. 260. 159 6 962.78 952.90 113990. -242. -122. 260. 138 7 962.91 952.77 113704. -286. -144. 259. 115 8 963.03 952.84 113858. 154. 78. 40. 118 9 963.16 952.90 113990. 132. 67. 40. 107 10 963.29 952.78 113726. -264. -133. 259. 126 11 963.42 952.68 113506. -220. -111. 260. 149 12 963.55 952.57 113264. -242. -122. 258. 136 13 963.68 952.44 112978. -286. -144. 259. 115 14 963.81 952.31 112692. -286. -144. 256. 112 15 963.94 952.38 112846. 154. 78. 40. 118 16 964.07 952.45 113000. 154. 78. 40. 118 17 964.20 952.31 112692. -308. -155. 257. 102 18 964.33 952.18 112406. -286. -144. 256. 112 19 964.45 952.09 112208. -198. -100. 258. 158 20 964.58 951.95 111902. -306. -154. 258. 104 21 964.71 951.80 111576. -326. -164. 258. 94 22 964.84 951.88 111750. 174. 88. 40. 128 23 964.97 951.96 111923. 173. 87. 40. 127 24 965.10 951.83 111641. -282. -142. 257. 115 25 965.23 951.69 111337. -304. -153. 257. 104 26 965.36 951.54 111012. -325. -164. 257. 93 27 965.49 951.27 110426. -586. -295. 404. 109 28 965.61 951.01 109862. -564. -284. 387. 103 29 965.74 951.06 109970. 108. 54. 40. 94 30 965.87 951.11 110079. 109. 55. 40. 95 31 966.00 950.94 109712. -367. -185. 257. 72 + ____________________________________________________________________________ TOTAL FOR MONTH................ -4498. 956. -3220. 6099. 3835. NET CHANGE IN DAY-SECOND-FEET.. -2268. -2264. 2264. AVERAGE FLOW IN C.F.S.......... -73. 197. 124. CHANGE IN CONTENTS FOR MO.(4).. -4498. (1) COMPUTATIONS BASED ON A RECREATION OF THE JAN 1952 CAPACITY TABLE. (2) BY 24-HOUR CLOCK, TIME IS 2400(MIDN.) OF DAY INDICATED UNLESS OTHERWISE NOTED. AVERAGE FLOW OR CHANGE IN RESERVOIR CONTENTS ARE FOR PERIOD ENDING 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 1955 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 + ____ ____ _____ _________ ________ _____ ______ ________ _______ ______ 966.00 950.94 109712. 1 966.14 950.81 109433. -279. -141. 264. 123 2 966.29 950.68 109155. -278. -140. 265. 125 3 966.43 950.53 108834. -321. -162. 265. 103 4 966.57 950.37 108492. -342. -172. 267. 95 5 966.71 950.43 108620. 128. 65. 40. 105 6 966.86 952.25 112560. 3940. 1986. 36. 2022 7 967.00 952.99 114188. 1628. 821. 264. 1085 8 967.14 953.16 114567. 379. 191. 263. 454 9 967.28 953.20 114656. 89. 45. 263. 308 10 967.43 953.20 114656. 0. 0. 265. 265 11 967.57 953.26 114790. 134. 68. 266. 334 12 967.71 953.39 115080. 290. 146. 40. 186 13 967.85 953.51 115347. 267. 135. 40. 175 14 968.00 953.47 115258. -89. -45. 262. 217 15 968.14 953.41 115124. -134. -68. 256. 188 16 968.28 953.33 114946. -178. -90. 255. 165 17 968.43 953.27 114812. -134. -68. 256. 188 18 968.57 953.18 114611. -201. -101. 257. 156 19 968.71 953.28 114834. 223. 112. 40. 152 20 968.86 953.37 115035. 201. 101. 40. 141 21 969.00 953.27 114812. -223. -112. 258. 146 22 969.14 953.21 114678. -134. -68. 255. 187 23 969.28 953.10 114433. -245. -124. 377. 253 24 969.43 952.96 114122. -311. -157. 380. 223 25 969.57 952.80 113770. -352. -177. 381. 204 26 969.71 952.92 114034. 264. 133. 40. 173 27 969.86 953.11 114455. 421. 212. 40. 252 28 970.00 953.38 115057. 602. 304. 380. 684 + ____________________________________________________________________________ TOTAL FOR MONTH................ 5345. 4319. -1625. 6015. 8709. NET CHANGE IN DAY-SECOND-FEET.. 2695. 2694. 2694. AVERAGE FLOW IN C.F.S.......... 96. 215. 311. CHANGE IN CONTENTS FOR MO.(4).. 5345. (1) COMPUTATIONS BASED ON A RECREATION OF THE JAN 1952 CAPACITY TABLE. (2) BY 24-HOUR CLOCK, TIME IS 2400(MIDN.) OF DAY INDICATED UNLESS OTHERWISE NOTED. AVERAGE FLOW OR CHANGE IN RESERVOIR CONTENTS ARE FOR PERIOD ENDING 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 1955 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 + ____ ____ _____ _________ ________ _____ ______ ________ _______ ______ 970.00 953.38 115057. 1 970.11 953.79 115972. 915. 461. 254. 715 2 970.23 953.92 116262. 290. 146. 242. 388 3 970.34 954.02 116485. 223. 112. 245. 357 4 970.45 954.03 116508. 23. 12. 247. 259 5 970.56 954.40 117344. 836. 421. 30. 451 6 970.68 954.94 118564. 1220. 615. 30. 645 7 970.79 955.09 118906. 342. 172. 248. 420 8 970.90 955.16 119066. 160. 81. 248. 329 9 971.01 955.18 119112. 46. 23. 248. 271 10 971.13 955.18 119112. 0. 0. 244. 244 11 971.24 955.21 119181. 69. 35. 245. 280 12 971.35 955.40 119616. 435. 219. 30. 249 13 971.46 955.56 119982. 366. 185. 30. 215 14 971.58 955.53 119914. -68. -34. 247. 213 15 971.69 955.53 119914. 0. 0. 245. 245 16 971.80 955.57 120005. 91. 46. 245. 291 17 971.92 955.58 120028. 23. 12. 245. 257 18 972.03 955.62 120120. 92. 46. 244. 290 19 972.14 955.92 120807. 687. 346. 31. 377 20 972.26 956.21 121475. 668. 337. 30. 367 21 972.37 956.31 121706. 231. 116. 242. 358 22 972.48 956.60 122376. 670. 338. 244. 582 23 972.60 956.80 122838. 462. 233. 245. 478 24 972.71 956.89 123046. 208. 105. 242. 347 25 972.82 957.06 123440. 394. 199. 115. 314 26 972.93 957.27 123932. 492. 248. 30. 278 27 973.05 957.42 124283. 351. 177. 30. 207 28 973.16 957.48 124423. 140. 71. 162. 233 29 973.27 957.52 124517. 94. 47. 163. 210 30 973.39 957.55 124587. 70. 35. 163. 198 31 973.50 957.63 124774. 187. 94. 104. 198 + ____________________________________________________________________________ TOTAL FOR MONTH................ 9717. 4932. -34. 5368. 10266. NET CHANGE IN DAY-SECOND-FEET.. 4899. 4898. 4898. AVERAGE FLOW IN C.F.S.......... 158. 173. 331. CHANGE IN CONTENTS FOR MO.(4).. 9717. (1) COMPUTATIONS BASED ON A RECREATION OF THE JAN 1952 CAPACITY TABLE. (2) BY 24-HOUR CLOCK, TIME IS 2400(MIDN.) OF DAY INDICATED UNLESS OTHERWISE NOTED. AVERAGE FLOW OR CHANGE IN RESERVOIR CONTENTS ARE FOR PERIOD ENDING 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 1955 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 + ____ ____ _____ _________ ________ _____ ______ ________ _______ ______ 973.50 957.63 124774. 1 973.50 957.66 124844. 70. 35. 163. 198 2 973.50 957.80 125172. 328. 165. 30. 195 3 973.50 957.93 125476. 304. 153. 30. 183 4 973.50 957.93 125476. 0. 0. 162. 162 5 973.50 957.84 125266. -210. -106. 248. 142 6 973.50 957.79 125149. -117. -59. 241. 182 7 973.50 957.72 124985. -164. -83. 241. 158 8 973.50 957.65 124821. -164. -83. 241. 158 9 973.50 957.74 125032. 211. 106. 30. 136 10 973.50 957.84 125266. 234. 118. 30. 148 11 973.50 957.95 125523. 257. 130. 241. 371 12 973.50 958.13 125948. 425. 214. 239. 453 13 973.50 958.35 126470. 522. 263. 243. 506 14 973.50 961.18 133263. 6793. 3425. 240. 3665 15 973.50 962.01 135305. 2042. 1030. 237. 1267 16 973.50 962.51 136555. 1250. 630. 30. 660 17 973.50 962.83 137355. 800. 403. 30. 433 18 973.50 962.95 137655. 300. 151. 235. 386 19 973.50 963.02 137831. 176. 89. 235. 324 20 973.50 963.08 137983. 152. 77. 235. 312 21 973.50 963.15 138161. 178. 90. 235. 325 22 973.50 963.19 138263. 102. 51. 235. 286 23 973.50 963.37 138720. 457. 230. 30. 260 24 973.50 963.65 139431. 711. 358. 30. 388 25 973.50 963.69 139533. 102. 51. 276. 327 26 973.50 963.67 139482. -51. -26. 276. 250 27 973.50 963.66 139456. -26. -13. 259. 246 28 973.50 963.65 139431. -25. -13. 232. 219 29 973.50 963.52 139101. -330. -166. 365. 199 30 973.50 963.65 139431. 330. 166. 30. 196 + ____________________________________________________________________________ TOTAL FOR MONTH................ 14657. 7935. -549. 5349. 12735. NET CHANGE IN DAY-SECOND-FEET.. 7390. 7386. 7386. AVERAGE FLOW IN C.F.S.......... 246. 178. 425. CHANGE IN CONTENTS FOR MO.(4).. 14657. (1) COMPUTATIONS BASED ON A RECREATION OF THE JAN 1952 CAPACITY TABLE. (2) BY 24-HOUR CLOCK, TIME IS 2400(MIDN.) OF DAY INDICATED UNLESS OTHERWISE NOTED. AVERAGE FLOW OR CHANGE IN RESERVOIR CONTENTS ARE FOR PERIOD ENDING 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 1955 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 + ____ ____ _____ _________ ________ _____ ______ ________ _______ ______ 973.50 963.65 139431. 1 973.50 963.77 139736. 305. 154. 30. 184 2 973.50 963.74 139660. -76. -38. 232. 194 3 973.50 963.69 139533. -127. -64. 233. 169 4 973.50 963.65 139431. -102. -51. 233. 182 5 973.50 963.60 139304. -127. -64. 236. 172 6 973.50 963.53 139126. -178. -90. 237. 147 7 973.50 963.63 139380. 254. 128. 30. 158 8 973.50 963.73 139634. 254. 128. 30. 158 9 973.50 963.65 139431. -203. -102. 237. 135 10 973.50 963.57 139228. -203. -102. 236. 134 11 973.50 963.51 139075. -153. -77. 233. 156 12 973.50 963.45 138923. -152. -77. 234. 157 13 973.50 963.49 139025. 102. 51. 237. 288 14 973.50 963.63 139380. 355. 179. 30. 209 15 973.50 963.74 139660. 280. 141. 30. 171 16 973.50 963.68 139507. -153. -77. 234. 157 17 973.50 963.61 139329. -178. -90. 232. 142 18 973.50 963.53 139126. -203. -102. 232. 130 19 973.50 963.45 138923. -203. -102. 235. 133 20 973.50 963.35 138669. -254. -128. 236. 108 21 973.50 963.42 138847. 178. 90. 30. 120 22 973.50 963.74 139660. 813. 410. 30. 440 23 973.50 963.81 139837. 177. 89. 278. 367 24 973.50 963.98 140269. 432. 218. 233. 451 25 973.50 964.07 140501. 232. 117. 233. 350 26 973.50 964.05 140449. -52. -26. 233. 207 27 973.50 964.00 140320. -129. -65. 235. 170 28 973.50 964.09 140552. 232. 117. 30. 147 29 973.50 964.22 140888. 336. 169. 30. 199 30 973.50 964.16 140733. -155. -78. 233. 155 31 973.50 964.06 140475. -258. -130. 236. 106 + ____________________________________________________________________________ TOTAL FOR MONTH................ 1044. 1991. -1463. 5468. 5996. NET CHANGE IN DAY-SECOND-FEET.. 526. 528. 528. AVERAGE FLOW IN C.F.S.......... 17. 176. 193. CHANGE IN CONTENTS FOR MO.(4).. 1044. (1) COMPUTATIONS BASED ON A RECREATION OF THE JAN 1952 CAPACITY TABLE. (2) BY 24-HOUR CLOCK, TIME IS 2400(MIDN.) OF DAY INDICATED UNLESS OTHERWISE NOTED. AVERAGE FLOW OR CHANGE IN RESERVOIR CONTENTS ARE FOR PERIOD ENDING 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 1955 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 + ____ ____ _____ _________ ________ _____ ______ ________ _______ ______ 973.50 964.06 140475. 1 973.50 963.96 140218. -257. -130. 237. 107 2 973.50 963.87 139990. -228. -115. 233. 118 3 973.50 963.76 139710. -280. -141. 232. 91 4 973.50 963.81 139837. 127. 64. 30. 94 5 973.50 963.88 140015. 178. 90. 30. 120 6 973.50 963.79 139787. -228. -115. 232. 117 7 973.50 963.79 139787. 0. 0. 233. 233 8 973.50 963.71 139583. -204. -103. 236. 133 9 973.50 963.63 139380. -203. -102. 235. 133 10 973.50 963.58 139253. -127. -64. 233. 169 11 973.50 965.22 143470. 4217. 2126. 30. 2156 12 973.50 965.52 144247. 777. 392. 30. 422 13 973.50 965.52 144247. 0. 0. 235. 235 14 973.50 965.48 144143. -104. -52. 233. 181 15 973.50 965.43 144014. -129. -65. 232. 167 16 973.50 965.37 143858. -156. -79. 235. 156 17 973.50 965.30 143677. -181. -91. 235. 144 18 973.50 965.39 143910. 233. 117. 30. 147 19 973.50 965.49 144169. 259. 131. 30. 161 20 973.50 965.42 143988. -181. -91. 235. 144 21 973.50 965.34 143781. -207. -104. 235. 131 22 973.50 965.26 143573. -208. -105. 233. 128 23 973.50 965.25 143548. -25. -13. 233. 220 24 973.50 965.15 143289. -259. -131. 288. 157 25 973.50 965.26 143573. 284. 143. 30. 173 26 973.50 965.32 143729. 156. 79. 30. 109 27 973.50 965.21 143444. -285. -144. 233. 89 28 973.50 965.11 143185. -259. -131. 234. 103 29 973.50 965.00 142900. -285. -144. 233. 89 30 973.50 964.89 142616. -284. -143. 232. 89 + ____________________________________________________________________________ TOTAL FOR MONTH................ 2141. 3142. -2063. 5437. 6516. NET CHANGE IN DAY-SECOND-FEET.. 1079. 1079. 1079. AVERAGE FLOW IN C.F.S.......... 36. 181. 217. CHANGE IN CONTENTS FOR MO.(4).. 2141. (1) COMPUTATIONS BASED ON A RECREATION OF THE JAN 1952 CAPACITY TABLE. (2) BY 24-HOUR CLOCK, TIME IS 2400(MIDN.) OF DAY INDICATED UNLESS OTHERWISE NOTED. AVERAGE FLOW OR CHANGE IN RESERVOIR CONTENTS ARE FOR PERIOD ENDING 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 1955 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 + ____ ____ _____ _________ ________ _____ ______ ________ _______ ______ 973.50 964.89 142616. 1 973.45 964.81 142410. -206. -104. 232. 128 2 973.40 964.85 142513. 103. 52. 30. 82 3 973.35 964.92 142694. 181. 91. 30. 121 4 973.31 964.82 142436. -258. -130. 233. 103 5 973.26 964.70 142126. -310. -156. 234. 78 6 973.21 964.59 141842. -284. -143. 232. 89 7 973.16 964.58 141816. -26. -13. 233. 220 8 973.11 964.56 141765. -51. -26. 150. 124 9 973.06 964.61 141894. 129. 65. 35. 100 10 973.01 964.71 142152. 258. 130. 30. 160 11 972.96 964.71 142152. 0. 0. 236. 236 12 972.92 964.67 142049. -103. -52. 236. 184 13 972.87 964.62 141920. -129. -65. 317. 252 14 972.82 964.49 141584. -336. -169. 324. 155 15 972.77 964.35 141223. -361. -182. 307. 125 16 972.72 964.41 141378. 155. 78. 30. 108 17 972.67 964.46 141507. 129. 65. 30. 95 18 972.63 964.34 141197. -310. -156. 236. 80 19 972.58 964.21 140862. -335. -169. 236. 67 20 972.53 964.08 140526. -336. -169. 238. 69 21 972.48 964.00 140320. -206. -104. 234. 130 22 972.43 963.82 139863. -457. -230. 236. 6 23 972.38 963.85 139939. 76. 38. 30. 68 24 972.34 963.89 140041. 102. 51. 30. 81 25 972.29 963.76 139710. -331. -167. 235. 68 26 972.24 963.65 139431. -279. -141. 234. 93 27 972.19 963.51 139075. -356. -179. 234. 55 28 972.14 963.37 138720. -355. -179. 236. 57 29 972.10 963.24 138390. -330. -166. 236. 70 30 972.05 963.28 138491. 101. 51. 30. 81 31 972.00 963.44 138898. 407. 205. 30. 235 + ____________________________________________________________________________ TOTAL FOR MONTH................ -3718. 826. -2700. 5394. 3520. NET CHANGE IN DAY-SECOND-FEET.. -1875. -1874. 1874. AVERAGE FLOW IN C.F.S.......... -60. 174. 114. CHANGE IN CONTENTS FOR MO.(4).. -3718. (1) COMPUTATIONS BASED ON A RECREATION OF THE JAN 1952 CAPACITY TABLE. (2) BY 24-HOUR CLOCK, TIME IS 2400(MIDN.) OF DAY INDICATED UNLESS OTHERWISE NOTED. AVERAGE FLOW OR CHANGE IN RESERVOIR CONTENTS ARE FOR PERIOD ENDING 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 1955 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 + ____ ____ _____ _________ ________ _____ ______ ________ _______ ______ 972.00 963.44 138898. 1 971.94 963.37 138720. -178. -90. 237. 147 2 971.87 963.25 138415. -305. -154. 236. 82 3 971.81 963.12 138085. -330. -166. 235. 69 4 971.74 962.97 137705. -380. -192. 235. 43 5 971.68 962.83 137355. -350. -176. 240. 64 6 971.61 962.85 137405. 50. 25. 40. 65 7 971.55 963.26 138440. 1035. 522. 40. 562 8 971.48 963.13 138110. -330. -166. 244. 78 9 971.42 963.04 137882. -228. -115. 245. 130 10 971.35 962.93 137605. -277. -140. 245. 105 11 971.29 962.84 137380. -225. -113. 244. 131 12 971.22 962.71 137055. -325. -164. 244. 80 13 971.16 962.72 137080. 25. 13. 40. 53 14 971.09 962.80 137280. 200. 101. 40. 141 15 971.03 962.71 137055. -225. -113. 240. 127 16 970.97 962.59 136755. -300. -151. 236. 85 17 970.90 963.50 139050. 2295. 1157. 235. 1392 18 970.84 963.92 140117. 1067. 538. 232. 770 19 970.77 963.91 140091. -26. -13. 232. 219 20 970.71 964.00 140320. 229. 115. 30. 145 21 970.64 964.06 140475. 155. 78. 30. 108 22 970.58 963.98 140269. -206. -104. 235. 131 23 970.51 963.87 139990. -279. -141. 235. 94 24 970.45 963.77 139736. -254. -128. 215. 87 25 970.39 963.71 139583. -153. -77. 189. 112 26 970.32 963.61 139329. -254. -128. 189. 61 27 970.26 963.65 139431. 102. 51. 30. 81 28 970.19 963.69 139533. 102. 51. 30. 81 29 970.13 963.60 139304. -229. -115. 189. 74 30 970.06 963.47 138974. -330. -166. 232. 66 31 970.00 963.34 138644. -330. -166. 240. 74 + ____________________________________________________________________________ TOTAL FOR MONTH................ -254. 2651. -2778. 5584. 5457. NET CHANGE IN DAY-SECOND-FEET.. -128. -127. 127. AVERAGE FLOW IN C.F.S.......... -4. 180. 176. CHANGE IN CONTENTS FOR MO.(4).. -254. (1) COMPUTATIONS BASED ON A RECREATION OF THE JAN 1952 CAPACITY TABLE. (2) BY 24-HOUR CLOCK, TIME IS 2400(MIDN.) OF DAY INDICATED UNLESS OTHERWISE NOTED. AVERAGE FLOW OR CHANGE IN RESERVOIR CONTENTS ARE FOR PERIOD ENDING 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 1955 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 + ____ ____ _____ _________ ________ _____ ______ ________ _______ ______ 970.00 963.34 138644. 1 969.93 963.21 138313. -331. -167. 243. 76 2 969.87 963.10 138034. -279. -141. 244. 103 3 969.80 963.24 138390. 356. 179. 40. 219 4 969.73 963.31 138567. 177. 89. 40. 129 5 969.67 963.20 138288. -279. -141. 245. 104 6 969.60 963.09 138009. -279. -141. 244. 103 7 969.53 962.96 137680. -329. -166. 244. 78 8 969.47 962.82 137330. -350. -176. 244. 68 9 969.40 962.70 137030. -300. -151. 242. 91 10 969.33 962.78 137230. 200. 101. 40. 141 11 969.27 962.91 137555. 325. 164. 40. 204 12 969.20 962.81 137305. -250. -126. 239. 113 13 969.13 962.72 137080. -225. -113. 235. 122 14 969.07 962.63 136855. -225. -113. 235. 122 15 969.00 962.54 136630. -225. -113. 234. 121 16 968.93 962.45 136405. -225. -113. 233. 120 17 968.87 962.52 136580. 175. 88. 30. 118 18 968.80 962.58 136730. 150. 76. 30. 106 19 968.73 962.49 136505. -225. -113. 235. 122 20 968.67 962.36 136180. -325. -164. 238. 74 21 968.60 962.26 135930. -250. -126. 235. 109 22 968.53 962.18 135730. -200. -101. 236. 135 23 968.47 962.11 135555. -175. -88. 237. 149 24 968.40 962.21 135805. 250. 126. 30. 156 25 968.33 962.31 136055. 250. 126. 30. 156 26 968.27 962.21 135805. -250. -126. 236. 110 27 968.20 962.06 135430. -375. -189. 280. 91 28 968.13 961.95 135157. -273. -138. 236. 98 29 968.07 961.85 134911. -246. -124. 235. 111 30 968.00 961.73 134616. -295. -149. 236. 87 + ____________________________________________________________________________ TOTAL FOR MONTH................ -4028. 949. -2979. 5566. 3536. NET CHANGE IN DAY-SECOND-FEET.. -2031. -2030. 2030. AVERAGE FLOW IN C.F.S.......... -68. 186. 118. CHANGE IN CONTENTS FOR MO.(4).. -4028. (1) COMPUTATIONS BASED ON A RECREATION OF THE JAN 1952 CAPACITY TABLE. (2) BY 24-HOUR CLOCK, TIME IS 2400(MIDN.) OF DAY INDICATED UNLESS OTHERWISE NOTED. AVERAGE FLOW OR CHANGE IN RESERVOIR CONTENTS ARE FOR PERIOD ENDING 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 1955 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 + ____ ____ _____ _________ ________ _____ ______ ________ _______ ______ 968.00 961.73 134616. 1 967.94 961.76 134690. 74. 37. 30. 67 2 967.87 961.80 134788. 98. 49. 30. 79 3 967.81 961.65 134419. -369. -186. 236. 50 4 967.74 961.51 134075. -344. -173. 236. 63 5 967.68 961.37 133730. -345. -174. 236. 62 6 967.61 961.22 133361. -369. -186. 236. 50 7 967.55 961.08 133017. -344. -173. 240. 67 8 967.48 961.23 133386. 369. 186. 40. 226 9 967.42 961.27 133484. 98. 49. 40. 89 10 967.35 961.12 133115. -369. -186. 242. 56 11 967.29 960.97 132747. -368. -186. 244. 58 12 967.22 960.82 132384. -363. -183. 244. 61 13 967.16 960.67 132021. -363. -183. 243. 60 14 967.09 960.61 131876. -145. -73. 243. 170 15 967.03 960.63 131925. 49. 25. 40. 65 16 966.97 960.63 131925. 0. 0. 40. 40 17 966.90 960.50 131610. -315. -159. 247. 88 18 966.84 960.34 131223. -387. -195. 246. 51 19 966.77 960.07 130569. -654. -330. 389. 59 20 966.71 959.82 129970. -599. -302. 373. 71 21 966.64 959.65 129564. -406. -205. 246. 41 22 966.58 959.67 129611. 47. 24. 40. 64 23 966.51 959.69 129659. 48. 24. 40. 64 24 966.45 959.53 129277. -382. -193. 246. 53 25 966.39 959.36 128870. -407. -205. 248. 43 26 966.32 959.20 128488. -382. -193. 249. 56 27 966.26 959.05 128130. -358. -180. 249. 69 28 966.19 958.88 127726. -404. -204. 250. 46 29 966.13 958.95 127892. 166. 84. 40. 124 30 966.06 959.00 128010. 118. 59. 40. 99 31 966.00 958.84 127631. -379. -191. 248. 57 + ____________________________________________________________________________ TOTAL FOR MONTH................ -6985. 537. -4060. 5771. 2248. NET CHANGE IN DAY-SECOND-FEET.. -3522. -3523. 3523. AVERAGE FLOW IN C.F.S.......... -114. 186. 73. CHANGE IN CONTENTS FOR MO.(4).. -6985. (1) COMPUTATIONS BASED ON A RECREATION OF THE JAN 1952 CAPACITY TABLE. (2) BY 24-HOUR CLOCK, TIME IS 2400(MIDN.) OF DAY INDICATED UNLESS OTHERWISE NOTED. AVERAGE FLOW OR CHANGE IN RESERVOIR CONTENTS ARE FOR PERIOD ENDING 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 NOVEMBER 1955 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 + ____ ____ _____ _________ ________ _____ ______ ________ _______ ______ 966.00 958.84 127631. 1 965.93 958.69 127275. -356. -179. 248. 69 2 965.87 958.54 126920. -355. -179. 248. 69 3 965.80 958.40 126588. -332. -167. 249. 82 4 965.73 958.23 126185. -403. -203. 249. 46 5 965.67 958.23 126185. 0. 0. 40. 40 6 965.60 958.24 126209. 24. 12. 40. 52 7 965.53 958.11 125901. -308. -155. 250. 95 8 965.47 958.01 125664. -237. -119. 250. 131 9 965.40 957.81 125195. -469. -236. 248. 12 10 965.33 957.69 124915. -280. -141. 250. 109 11 965.27 957.56 124610. -305. -154. 250. 96 12 965.20 957.56 124610. 0. 0. 40. 40 13 965.13 957.60 124704. 94. 47. 40. 87 14 965.07 957.46 124376. -328. -165. 248. 83 15 965.00 957.31 124025. -351. -177. 249. 72 16 964.93 957.16 123674. -351. -177. 249. 72 17 964.87 956.96 123208. -466. -235. 248. 13 18 964.80 956.80 122838. -370. -187. 249. 62 19 964.73 956.85 122954. 116. 58. 40. 98 20 964.67 956.86 122977. 23. 12. 40. 52 21 964.60 956.70 122607. -370. -187. 249. 62 22 964.53 956.54 122237. -370. -187. 249. 62 23 964.47 956.39 121891. -346. -174. 252. 78 24 964.40 956.22 121498. -393. -198. 251. 53 25 964.33 956.10 121221. -277. -140. 252. 112 26 964.27 956.12 121267. 46. 23. 40. 63 27 964.20 956.14 121313. 46. 23. 40. 63 28 964.13 955.93 120830. -483. -244. 299. 55 29 964.07 955.77 120463. -367. -185. 253. 68 30 964.00 955.59 120051. -412. -208. 251. 43 + ____________________________________________________________________________ TOTAL FOR MONTH................ -7580. 175. -3997. 5861. 2039. NET CHANGE IN DAY-SECOND-FEET.. -3822. -3822. 3822. AVERAGE FLOW IN C.F.S.......... -127. 195. 68. CHANGE IN CONTENTS FOR MO.(4).. -7580. (1) COMPUTATIONS BASED ON A RECREATION OF THE JAN 1952 CAPACITY TABLE. (2) BY 24-HOUR CLOCK, TIME IS 2400(MIDN.) OF DAY INDICATED UNLESS OTHERWISE NOTED. AVERAGE FLOW OR CHANGE IN RESERVOIR CONTENTS ARE FOR PERIOD ENDING 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 1955 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 + ____ ____ _____ _________ ________ _____ ______ ________ _______ ______ 964.00 955.59 120051. 1 963.94 955.42 119662. -389. -196. 250. 54 2 963.87 955.27 119318. -344. -173. 251. 78 3 963.81 955.31 119410. 92. 46. 40. 86 4 963.74 955.36 119524. 114. 57. 40. 97 5 963.68 955.19 119135. -389. -196. 254. 58 6 963.61 955.03 118769. -366. -185. 253. 68 7 963.55 954.87 118406. -363. -183. 253. 70 8 963.48 954.69 117999. -407. -205. 253. 48 9 963.42 954.55 117683. -316. -159. 252. 93 10 963.35 954.58 117751. 68. 34. 40. 74 11 963.29 954.60 117796. 45. 23. 40. 63 12 963.22 954.42 117389. -407. -205. 253. 48 13 963.16 954.19 116869. -520. -262. 300. 38 14 963.09 954.02 116485. -384. -194. 254. 60 15 963.03 953.85 116106. -379. -191. 254. 63 16 962.97 953.66 115682. -424. -214. 255. 41 17 962.90 953.69 115749. 67. 34. 40. 74 18 962.84 953.73 115838. 89. 45. 40. 85 19 962.77 953.56 115459. -379. -191. 255. 64 20 962.71 953.40 115102. -357. -180. 258. 78 21 962.64 953.21 114678. -424. -214. 257. 43 22 962.58 953.03 114277. -401. -202. 256. 54 23 962.51 952.86 113902. -375. -189. 257. 68 24 962.45 952.90 113990. 88. 44. 40. 84 25 962.39 952.93 114056. 66. 33. 40. 73 26 962.32 952.79 113748. -308. -155. 256. 101 27 962.26 952.61 113352. -396. -200. 256. 56 28 962.19 952.42 112934. -418. -211. 257. 46 29 962.13 952.24 112538. -396. -200. 256. 56 30 962.06 952.08 112186. -352. -177. 257. 80 31 962.00 952.08 112186. 0. 0. 40. 40 + ____________________________________________________________________________ TOTAL FOR MONTH................ -7865. 316. -4282. 6007. 2041. NET CHANGE IN DAY-SECOND-FEET.. -3965. -3966. 3966. AVERAGE FLOW IN C.F.S.......... -128. 194. 66. CHANGE IN CONTENTS FOR MO.(4).. -7865. (1) COMPUTATIONS BASED ON A RECREATION OF THE JAN 1952 CAPACITY TABLE. (2) BY 24-HOUR CLOCK, TIME IS 2400(MIDN.) OF DAY INDICATED UNLESS OTHERWISE NOTED. AVERAGE FLOW OR CHANGE IN RESERVOIR CONTENTS ARE FOR PERIOD ENDING 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 1956 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 + ____ ____ _____ _________ ________ _____ ______ ________ _______ ______ 962.00 952.08 112186. 1 962.13 952.10 112230. 44. 22. 40. 62 2 962.26 951.92 111836. -394. -199. 256. 57 3 962.39 951.75 111468. -368. -186. 256. 70 4 962.52 951.56 111055. -413. -208. 256. 48 5 962.65 951.39 110686. -369. -186. 257. 71 6 962.78 951.19 110252. -434. -219. 256. 37 7 962.91 951.22 110317. 65. 33. 40. 73 8 963.03 951.22 110317. 0. 0. 40. 40 9 963.16 950.99 109819. -498. -251. 256. 5 10 963.29 950.80 109412. -407. -205. 256. 51 11 963.42 950.62 109027. -385. -194. 257. 63 12 963.55 950.44 108642. -385. -194. 260. 66 13 963.68 950.25 108235. -407. -205. 259. 54 14 963.81 950.25 108235. 0. 0. 40. 40 15 963.94 950.26 108256. 21. 11. 40. 51 16 964.07 950.09 107893. -363. -183. 258. 75 17 964.20 949.90 107489. -404. -204. 260. 56 18 964.33 949.70 107067. -422. -213. 259. 46 19 964.45 949.53 106708. -359. -181. 260. 79 20 964.58 949.35 106329. -379. -191. 260. 69 21 964.71 949.36 106350. 21. 11. 40. 51 22 964.84 949.38 106392. 42. 21. 40. 61 23 964.97 949.22 106054. -338. -170. 261. 91 24 965.10 949.03 105653. -401. -202. 261. 59 25 965.23 948.83 105236. -417. -210. 266. 56 26 965.36 948.62 104800. -436. -220. 266. 46 27 965.49 948.42 104384. -416. -210. 265. 55 28 965.61 948.42 104384. 0. 0. 40. 40 29 965.74 948.47 104488. 104. 52. 40. 92 30 965.87 948.23 103988. -500. -252. 314. 62 31 966.00 948.04 103593. -395. -199. 264. 65 + ____________________________________________________________________________ TOTAL FOR MONTH................ -8593. 150. -4482. 6123. 1791. NET CHANGE IN DAY-SECOND-FEET.. -4332. -4332. 4332. AVERAGE FLOW IN C.F.S.......... -140. 198. 58. CHANGE IN CONTENTS FOR MO.(4).. -8593. (1) COMPUTATIONS BASED ON A RECREATION OF THE JAN 1952 CAPACITY TABLE. (2) BY 24-HOUR CLOCK, TIME IS 2400(MIDN.) OF DAY INDICATED UNLESS OTHERWISE NOTED. AVERAGE FLOW OR CHANGE IN RESERVOIR CONTENTS ARE FOR PERIOD ENDING 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 1956 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 + ____ ____ _____ _________ ________ _____ ______ ________ _______ ______ 966.00 948.04 103593. 1 966.14 947.84 103184. -409. -206. 264. 58 2 966.28 947.69 102878. -306. -154. 270. 116 3 966.41 947.66 102816. -62. -31. 273. 242 4 966.55 947.89 103286. 470. 237. 40. 277 5 966.69 948.04 103593. 307. 155. 40. 195 6 966.83 948.37 104280. 687. 346. 272. 618 7 966.97 948.43 104404. 124. 63. 271. 334 8 967.10 948.35 104238. -166. -84. 271. 187 9 967.24 948.23 103988. -250. -126. 270. 144 10 967.38 948.10 103718. -270. -136. 271. 135 11 967.52 948.24 104009. 291. 147. 40. 187 12 967.66 948.38 104300. 291. 147. 40. 187 13 967.79 948.25 104030. -270. -136. 271. 135 14 967.93 948.10 103718. -312. -157. 269. 112 15 968.07 947.97 103449. -269. -136. 265. 129 16 968.21 947.84 103184. -265. -134. 262. 128 17 968.35 947.78 103061. -123. -62. 263. 201 18 968.48 947.93 103367. 306. 154. 30. 184 19 968.62 948.05 103614. 247. 125. 30. 155 20 968.76 947.96 103428. -186. -94. 263. 169 21 968.90 947.82 103143. -285. -144. 263. 119 22 969.03 947.68 102857. -286. -144. 262. 118 23 969.17 947.54 102572. -285. -144. 263. 119 24 969.31 947.41 102306. -266. -134. 264. 130 25 969.45 947.59 102674. 368. 186. 30. 216 26 969.59 947.73 102959. 285. 144. 30. 174 27 969.72 947.56 102612. -347. -175. 339. 164 28 969.86 947.34 102164. -448. -226. 363. 137 29 970.00 947.10 101674. -490. -247. 359. 112 + ____________________________________________________________________________ TOTAL FOR MONTH................ -1919. 1704. -2670. 6148. 5182. NET CHANGE IN DAY-SECOND-FEET.. -968. -966. 966. AVERAGE FLOW IN C.F.S.......... -33. 212. 179. CHANGE IN CONTENTS FOR MO.(4).. -1919. (1) COMPUTATIONS BASED ON A RECREATION OF THE JAN 1952 CAPACITY TABLE. (2) BY 24-HOUR CLOCK, TIME IS 2400(MIDN.) OF DAY INDICATED UNLESS OTHERWISE NOTED. AVERAGE FLOW OR CHANGE IN RESERVOIR CONTENTS ARE FOR PERIOD ENDING 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 1956 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 + ____ ____ _____ _________ ________ _____ ______ ________ _______ ______ 970.00 947.10 101674. 1 970.11 946.95 101370. -304. -153. 257. 104 2 970.23 946.82 101110. -260. -131. 253. 122 3 970.34 946.95 101370. 260. 131. 30. 161 4 970.45 947.04 101552. 182. 92. 28. 120 5 970.56 946.90 101270. -282. -142. 253. 111 6 970.68 946.74 100950. -320. -161. 257. 96 7 970.79 946.59 100650. -300. -151. 258. 107 8 970.90 946.47 100410. -240. -121. 256. 135 9 971.01 946.31 100090. -320. -161. 256. 95 10 971.13 946.38 100230. 140. 71. 30. 101 11 971.24 946.48 100430. 200. 101. 30. 131 12 971.35 946.33 100130. -300. -151. 257. 106 13 971.46 946.26 99990. -140. -71. 256. 185 14 971.58 946.31 100090. 100. 50. 256. 306 15 971.69 946.28 100030. -60. -30. 256. 226 16 971.80 946.73 100930. 900. 454. 257. 711 17 971.92 947.10 101674. 744. 375. 30. 405 18 972.03 947.34 102164. 490. 247. 30. 277 19 972.14 947.32 102123. -41. -21. 255. 234 20 972.26 947.22 101919. -204. -103. 255. 152 21 972.37 947.12 101715. -204. -103. 255. 152 22 972.48 947.01 101490. -225. -113. 255. 142 23 972.60 946.88 101230. -260. -131. 255. 124 24 972.71 946.98 101430. 200. 101. 30. 131 25 972.82 947.05 101572. 142. 72. 30. 102 26 972.93 946.85 101170. -402. -203. 312. 109 27 973.05 946.70 100870. -300. -151. 258. 107 28 973.16 946.55 100570. -300. -151. 256. 105 29 973.27 946.41 100290. -280. -141. 256. 115 30 973.39 946.22 99910. -380. -192. 258. 66 31 973.50 946.32 100110. 200. 101. 30. 131 + ____________________________________________________________________________ TOTAL FOR MONTH................ -1564. 1795. -2581. 5955. 5169. NET CHANGE IN DAY-SECOND-FEET.. -789. -786. 786. AVERAGE FLOW IN C.F.S.......... -25. 192. 167. CHANGE IN CONTENTS FOR MO.(4).. -1564. (1) COMPUTATIONS BASED ON A RECREATION OF THE JAN 1952 CAPACITY TABLE. (2) BY 24-HOUR CLOCK, TIME IS 2400(MIDN.) OF DAY INDICATED UNLESS OTHERWISE NOTED. AVERAGE FLOW OR CHANGE IN RESERVOIR CONTENTS ARE FOR PERIOD ENDING 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 1956 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 + ____ ____ _____ _________ ________ _____ ______ ________ _______ ______ 973.50 946.32 100110. 1 973.50 946.37 100210. 100. 50. 30. 80 2 973.50 946.28 100030. -180. -91. 260. 169 3 973.50 946.11 99690. -340. -171. 316. 145 4 973.50 945.92 99312. -378. -191. 291. 100 5 973.50 945.78 99037. -275. -139. 258. 119 6 973.50 946.04 99550. 513. 259. 259. 518 7 973.50 946.43 100330. 780. 393. 30. 423 8 973.50 946.67 100810. 480. 242. 30. 272 9 973.50 946.58 100630. -180. -91. 258. 167 10 973.50 946.44 100350. -280. -141. 310. 169 11 973.50 946.72 100910. 560. 282. 287. 569 12 973.50 946.91 101290. 380. 192. 257. 449 13 973.50 946.95 101370. 80. 40. 254. 294 14 973.50 947.16 101796. 426. 215. 30. 245 15 973.50 947.64 102776. 980. 494. 30. 524 16 973.50 949.22 106054. 3278. 1653. 250. 1903 17 973.50 949.40 106434. 380. 192. 304. 496 18 973.50 949.47 106582. 148. 75. 291. 366 19 973.50 949.51 106666. 84. 42. 249. 291 20 973.50 949.51 106666. 0. 0. 251. 251 21 973.50 949.64 106940. 274. 138. 30. 168 22 973.50 949.80 107278. 338. 170. 30. 200 23 973.50 949.74 107151. -127. -64. 249. 185 24 973.50 949.62 106898. -253. -128. 299. 171 25 973.50 949.50 106645. -253. -128. 280. 152 26 973.50 949.41 106455. -190. -96. 252. 156 27 973.50 949.32 106265. -190. -96. 250. 154 28 973.50 949.42 106476. 211. 106. 30. 136 29 973.50 949.54 106729. 253. 128. 30. 158 30 973.50 949.46 106561. -168. -85. 251. 166 + ____________________________________________________________________________ TOTAL FOR MONTH................ 6451. 4671. -1421. 5946. 9196. NET CHANGE IN DAY-SECOND-FEET.. 3252. 3250. 3250. AVERAGE FLOW IN C.F.S.......... 108. 198. 307. CHANGE IN CONTENTS FOR MO.(4).. 6451. (1) COMPUTATIONS BASED ON A RECREATION OF THE JAN 1952 CAPACITY TABLE. (2) BY 24-HOUR CLOCK, TIME IS 2400(MIDN.) OF DAY INDICATED UNLESS OTHERWISE NOTED. AVERAGE FLOW OR CHANGE IN RESERVOIR CONTENTS ARE FOR PERIOD ENDING 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 1956 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 + ____ ____ _____ _________ ________ _____ ______ ________ _______ ______ 973.50 949.46 106561. 1 973.50 949.36 106350. -211. -106. 249. 143 2 973.50 949.30 106223. -127. -64. 250. 186 3 973.50 949.23 106075. -148. -75. 250. 175 4 973.50 949.15 105907. -168. -85. 251. 166 5 973.50 949.25 106118. 211. 106. 30. 136 6 973.50 949.35 106329. 211. 106. 30. 136 7 973.50 949.22 106054. -275. -139. 251. 112 8 973.50 949.08 105759. -295. -149. 252. 103 9 973.50 948.93 105444. -315. -159. 253. 94 10 973.50 948.78 105132. -312. -157. 251. 94 11 973.50 948.64 104841. -291. -147. 255. 108 12 973.50 948.70 104966. 125. 63. 30. 93 13 973.50 948.75 105070. 104. 52. 30. 82 14 973.50 948.61 104779. -291. -147. 254. 107 15 973.50 948.47 104488. -291. -147. 255. 108 16 973.50 948.30 104134. -354. -178. 255. 77 17 973.50 948.13 103780. -354. -178. 254. 76 18 973.50 947.94 103388. -392. -198. 254. 56 19 973.50 947.99 103490. 102. 51. 30. 81 20 973.50 948.03 103572. 82. 41. 30. 71 21 973.50 947.84 103184. -388. -196. 258. 62 22 973.50 947.68 102857. -327. -165. 253. 88 23 973.50 947.52 102531. -326. -164. 254. 90 24 973.50 947.33 102143. -388. -196. 255. 59 25 973.50 947.13 101735. -408. -206. 254. 48 26 973.50 947.16 101796. 61. 31. 30. 61 27 973.50 947.19 101858. 62. 31. 30. 61 28 973.50 946.98 101430. -428. -216. 313. 97 29 973.50 946.78 101030. -400. -202. 256. 54 30 973.50 946.85 101170. 140. 71. 30. 101 31 973.50 946.67 100810. -360. -182. 255. 73 + ____________________________________________________________________________ TOTAL FOR MONTH................ -5751. 552. -3456. 5902. 2998. NET CHANGE IN DAY-SECOND-FEET.. -2899. -2904. 2904. AVERAGE FLOW IN C.F.S.......... -94. 190. 97. CHANGE IN CONTENTS FOR MO.(4).. -5751. (1) COMPUTATIONS BASED ON A RECREATION OF THE JAN 1952 CAPACITY TABLE. (2) BY 24-HOUR CLOCK, TIME IS 2400(MIDN.) OF DAY INDICATED UNLESS OTHERWISE NOTED. AVERAGE FLOW OR CHANGE IN RESERVOIR CONTENTS ARE FOR PERIOD ENDING 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 1956 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 + ____ ____ _____ _________ ________ _____ ______ ________ _______ ______ 973.50 946.67 100810. 1 973.50 946.48 100430. -380. -192. 257. 65 2 973.50 946.70 100870. 440. 222. 30. 252 3 973.50 946.80 101070. 200. 101. 30. 131 4 973.50 946.62 100710. -360. -182. 257. 75 5 973.50 946.44 100350. -360. -182. 257. 75 6 973.50 946.25 99970. -380. -192. 259. 67 7 973.50 946.06 99590. -380. -192. 255. 63 8 973.50 945.85 99175. -415. -209. 256. 47 9 973.50 945.87 99214. 39. 20. 30. 50 10 973.50 945.91 99293. 79. 40. 30. 70 11 973.50 945.70 98879. -414. -209. 258. 49 12 973.50 945.48 98446. -433. -218. 258. 40 13 973.50 945.27 98032. -414. -209. 263. 54 14 973.50 945.05 97599. -433. -218. 257. 39 15 973.50 944.83 97170. -429. -216. 257. 41 16 973.50 945.02 97539. 369. 186. 36. 222 17 973.50 945.05 97599. 60. 30. 40. 70 18 973.50 944.85 97209. -390. -197. 266. 69 19 973.50 944.64 96802. -407. -205. 265. 60 20 973.50 944.44 96414. -388. -196. 270. 74 21 973.50 944.24 96026. -388. -196. 268. 72 22 973.50 944.07 95696. -330. -166. 269. 103 23 973.50 944.13 95812. 116. 58. 40. 98 24 973.50 944.16 95870. 58. 29. 40. 69 25 973.50 943.83 95235. -635. -320. 365. 45 26 973.50 943.52 94643. -592. -298. 363. 65 27 973.50 943.23 94089. -554. -279. 340. 61 28 973.50 942.99 93631. -458. -231. 261. 30 29 973.50 942.75 93175. -456. -230. 262. 32 30 973.50 942.76 93194. 19. 10. 30. 40 + ____________________________________________________________________________ TOTAL FOR MONTH................ -7616. 696. -4537. 6069. 2228. NET CHANGE IN DAY-SECOND-FEET.. -3840. -3841. 3841. AVERAGE FLOW IN C.F.S.......... -128. 202. 74. CHANGE IN CONTENTS FOR MO.(4).. -7616. (1) COMPUTATIONS BASED ON A RECREATION OF THE JAN 1952 CAPACITY TABLE. (2) BY 24-HOUR CLOCK, TIME IS 2400(MIDN.) OF DAY INDICATED UNLESS OTHERWISE NOTED. AVERAGE FLOW OR CHANGE IN RESERVOIR CONTENTS ARE FOR PERIOD ENDING 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 1956 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 + ____ ____ _____ _________ ________ _____ ______ ________ _______ ______ 973.50 942.76 93194. 1 973.45 942.76 93194. 0. 0. 30. 30 2 973.40 942.52 92738. -456. -230. 267. 37 3 973.35 942.36 92434. -304. -153. 267. 114 4 973.31 942.20 92130. -304. -153. 270. 117 5 973.26 941.99 91731. -399. -201. 269. 68 6 973.21 941.80 91372. -359. -181. 269. 88 7 973.16 941.82 91410. 38. 19. 40. 59 8 973.11 941.83 91429. 19. 10. 40. 50 9 973.06 941.71 91202. -227. -114. 276. 162 10 973.01 941.53 90862. -340. -171. 277. 106 11 972.96 941.27 90370. -492. -248. 277. 29 12 972.92 941.01 89879. -491. -248. 275. 27 13 972.87 940.75 89395. -484. -244. 278. 34 14 972.82 940.76 89414. 19. 10. 38. 48 15 972.77 940.78 89451. 37. 19. 40. 59 16 972.72 940.52 88967. -484. -244. 277. 33 17 972.67 940.21 88391. -576. -290. 329. 39 18 972.63 939.90 87815. -576. -290. 310. 20 19 972.58 939.64 87334. -481. -243. 284. 41 20 972.53 939.59 87242. -92. -46. 284. 238 21 972.48 939.68 87408. 166. 84. 40. 124 22 972.43 939.72 87482. 74. 37. 40. 77 23 972.38 939.48 87038. -444. -224. 281. 57 24 972.34 939.22 86557. -481. -243. 278. 35 25 972.29 938.98 86114. -443. -223. 288. 65 26 972.24 938.71 85625. -489. -247. 279. 32 27 972.19 938.46 85173. -452. -228. 279. 51 28 972.14 938.47 85191. 18. 9. 40. 49 29 972.10 938.47 85191. 0. 0. 40. 40 30 972.05 938.16 84630. -561. -283. 280. -3 31 972.00 937.87 84109. -521. -263. 279. 16 + ____________________________________________________________________________ TOTAL FOR MONTH................ -9085. 188. -4767. 6521. 1942. NET CHANGE IN DAY-SECOND-FEET.. -4580. -4579. 4579. AVERAGE FLOW IN C.F.S.......... -148. 210. 63. CHANGE IN CONTENTS FOR MO.(4).. -9085. (1) COMPUTATIONS BASED ON A RECREATION OF THE JAN 1952 CAPACITY TABLE. (2) BY 24-HOUR CLOCK, TIME IS 2400(MIDN.) OF DAY INDICATED UNLESS OTHERWISE NOTED. AVERAGE FLOW OR CHANGE IN RESERVOIR CONTENTS ARE FOR PERIOD ENDING 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 1956 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 + ____ ____ _____ _________ ________ _____ ______ ________ _______ ______ 972.00 937.87 84109. 1 971.94 937.64 83699. -410. -207. 230. 23 2 971.87 937.42 83308. -391. -197. 231. 34 3 971.81 937.19 82898. -410. -207. 233. 26 4 971.74 937.18 82880. -18. -9. 40. 31 5 971.68 937.17 82863. -17. -9. 40. 31 6 971.61 936.88 82350. -513. -259. 262. 3 7 971.55 936.55 81773. -577. -291. 290. -1 8 971.48 936.23 81213. -560. -282. 290. 8 9 971.42 935.89 80622. -591. -298. 295. -3 10 971.35 935.55 80041. -581. -293. 298. 5 11 971.29 935.52 79989. -52. -26. 50. 24 12 971.22 935.49 79938. -51. -26. 50. 24 13 971.16 935.16 79374. -564. -284. 300. 16 14 971.09 934.82 78796. -578. -291. 302. 11 15 971.03 934.48 78221. -575. -290. 301. 11 16 970.97 934.18 77714. -507. -256. 303. 47 17 970.90 933.84 77144. -570. -287. 306. 19 18 970.84 933.80 77078. -66. -33. 50. 17 19 970.77 933.77 77028. -50. -25. 50. 25 20 970.71 933.42 76447. -581. -293. 306. 13 21 970.64 933.20 76082. -365. -184. 305. 121 22 970.58 932.89 75570. -512. -258. 307. 49 23 970.51 932.52 74963. -607. -306. 308. 2 24 970.45 932.15 74356. -607. -306. 309. 3 25 970.39 932.11 74290. -66. -33. 50. 17 26 970.32 932.08 74241. -49. -25. 50. 25 27 970.26 931.68 73592. -649. -327. 312. -15 28 970.19 931.29 72960. -632. -319. 312. -7 29 970.13 930.90 72331. -629. -317. 311. -6 30 970.06 930.50 71695. -636. -321. 308. -13 31 970.00 930.10 71059. -636. -321. 309. -12 + ____________________________________________________________________________ TOTAL FOR MONTH................ -13050. 0. -6580. 7108. 528. NET CHANGE IN DAY-SECOND-FEET.. -6579. -6580. 6580. AVERAGE FLOW IN C.F.S.......... -212. 229. 17. CHANGE IN CONTENTS FOR MO.(4).. -13050. (1) COMPUTATIONS BASED ON A RECREATION OF THE JAN 1952 CAPACITY TABLE. (2) BY 24-HOUR CLOCK, TIME IS 2400(MIDN.) OF DAY INDICATED UNLESS OTHERWISE NOTED. AVERAGE FLOW OR CHANGE IN RESERVOIR CONTENTS ARE FOR PERIOD ENDING 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 1956 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 + ____ ____ _____ _________ ________ _____ ______ ________ _______ ______ 970.00 930.10 71059. 1 969.93 930.06 70995. -64. -32. 50. 18 2 969.87 930.02 70932. -63. -32. 50. 18 3 969.80 929.91 70758. -174. -88. 127. 39 4 969.73 929.83 70631. -127. -64. 130. 66 5 969.67 929.75 70505. -126. -64. 129. 65 6 969.60 929.80 70584. 79. 40. 126. 166 7 969.53 929.75 70505. -79. -40. 127. 87 8 969.47 929.72 70458. -47. -24. 50. 26 9 969.40 929.67 70379. -79. -40. 50. 10 10 969.33 929.55 70189. -190. -96. 108. 12 11 969.27 929.44 70015. -174. -88. 108. 20 12 969.20 929.32 69826. -189. -95. 109. 14 13 969.13 929.19 69620. -206. -104. 109. 5 14 969.07 929.07 69431. -189. -95. 108. 13 15 969.00 928.94 69227. -204. -103. 109. 6 16 968.93 928.80 69010. -217. -109. 109. 0 17 968.87 928.69 68840. -170. -86. 108. 22 18 968.80 928.57 68654. -186. -94. 108. 14 19 968.73 928.43 68437. -217. -109. 108. -1 20 968.67 928.29 68220. -217. -109. 109. 0 21 968.60 928.16 68018. -202. -102. 108. 6 22 968.53 928.01 67786. -232. -117. 110. -7 23 968.47 927.88 67588. -198. -100. 110. 10 24 968.40 927.76 67405. -183. -92. 127. 35 25 968.33 927.61 67177. -228. -115. 127. 12 26 968.27 928.02 67801. 624. 315. 127. 442 27 968.20 929.98 70868. 3067. 1546. 119. 1665 28 968.13 930.46 71631. 763. 385. 94. 479 29 968.07 930.60 71854. 223. 112. 94. 206 30 968.00 930.63 71902. 48. 24. 91. 115 + ____________________________________________________________________________ TOTAL FOR MONTH................ 843. 2422. -1998. 3139. 3563. NET CHANGE IN DAY-SECOND-FEET.. 425. 424. 424. AVERAGE FLOW IN C.F.S.......... 14. 105. 119. CHANGE IN CONTENTS FOR MO.(4).. 843. (1) COMPUTATIONS BASED ON A RECREATION OF THE JAN 1952 CAPACITY TABLE. (2) BY 24-HOUR CLOCK, TIME IS 2400(MIDN.) OF DAY INDICATED UNLESS OTHERWISE NOTED. AVERAGE FLOW OR CHANGE IN RESERVOIR CONTENTS ARE FOR PERIOD ENDING 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 1956 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 + ____ ____ _____ _________ ________ _____ ______ ________ _______ ______ 968.00 930.63 71902. 1 967.94 930.61 71870. -32. -16. 111. 95 2 967.87 930.58 71822. -48. -24. 112. 88 3 967.81 930.53 71743. -79. -40. 111. 71 4 967.74 930.49 71679. -64. -32. 112. 80 5 967.68 930.46 71631. -48. -24. 111. 87 6 967.61 930.54 71759. 128. 65. 30. 95 7 967.55 930.59 71838. 79. 40. 30. 70 8 967.48 930.53 71743. -95. -48. 111. 63 9 967.42 930.48 71663. -80. -40. 81. 41 10 967.35 930.45 71616. -47. -24. 80. 56 11 967.29 930.38 71504. -112. -56. 102. 46 12 967.22 930.29 71361. -143. -72. 115. 43 13 967.16 930.30 71377. 16. 8. 40. 48 14 967.09 930.30 71377. 0. 0. 40. 40 15 967.03 930.22 71250. -127. -64. 115. 51 16 966.97 930.13 71107. -143. -72. 115. 43 17 966.90 930.04 70964. -143. -72. 113. 41 18 966.84 929.96 70837. -127. -64. 114. 50 19 966.77 929.90 70742. -95. -48. 114. 66 20 966.71 929.92 70774. 32. 16. 40. 56 21 966.64 930.46 71631. 857. 432. 40. 472 22 966.58 932.70 75258. 3627. 1829. 111. 1940 23 966.51 933.36 76348. 1090. 550. 106. 656 24 966.45 933.59 76729. 381. 192. 106. 298 25 966.39 933.73 76962. 233. 117. 105. 222 26 966.32 933.97 77360. 398. 201. 106. 307 27 966.26 935.40 79784. 2424. 1222. 30. 1252 28 966.19 935.86 80571. 787. 397. 30. 427 29 966.13 936.08 80950. 379. 191. 105. 296 30 966.06 936.36 81440. 490. 247. 106. 353 31 966.00 937.20 82916. 1476. 744. 103. 847 + ____________________________________________________________________________ TOTAL FOR MONTH................ 11014. 6251. -696. 2745. 8300. NET CHANGE IN DAY-SECOND-FEET.. 5553. 5555. 5555. AVERAGE FLOW IN C.F.S.......... 179. 89. 268. CHANGE IN CONTENTS FOR MO.(4).. 11014. (1) COMPUTATIONS BASED ON A RECREATION OF THE JAN 1952 CAPACITY TABLE. (2) BY 24-HOUR CLOCK, TIME IS 2400(MIDN.) OF DAY INDICATED UNLESS OTHERWISE NOTED. AVERAGE FLOW OR CHANGE IN RESERVOIR CONTENTS ARE FOR PERIOD ENDING 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 NOVEMBER 1956 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 + ____ ____ _____ _________ ________ _____ ______ ________ _______ ______ 966.00 937.20 82916. 1 965.93 937.71 83824. 908. 458. 105. 563 2 965.87 938.03 84394. 570. 287. 103. 390 3 965.80 938.36 84992. 598. 301. 30. 331 4 965.73 938.66 85535. 543. 274. 30. 304 5 965.67 938.82 85824. 289. 146. 104. 250 6 965.60 938.95 86060. 236. 119. 103. 222 7 965.53 939.10 86335. 275. 139. 104. 243 8 965.47 939.21 86539. 204. 103. 104. 207 9 965.40 939.29 86687. 148. 75. 104. 179 10 965.33 939.46 87001. 314. 158. 30. 188 11 965.27 939.62 87297. 296. 149. 33. 182 12 965.20 939.69 87427. 130. 66. 103. 169 13 965.13 939.75 87538. 111. 56. 103. 159 14 965.07 939.81 87649. 111. 56. 103. 159 15 965.00 939.83 87686. 37. 19. 103. 122 16 964.93 939.86 87741. 55. 28. 103. 131 17 964.87 940.40 88744. 1003. 506. 30. 536 18 964.80 940.74 89376. 632. 319. 30. 349 19 964.73 940.88 89637. 261. 132. 103. 235 20 964.67 940.97 89804. 167. 84. 103. 187 21 964.60 941.07 89992. 188. 95. 103. 198 22 964.53 941.15 90144. 152. 77. 103. 180 23 964.47 941.20 90238. 94. 47. 102. 149 24 964.40 941.32 90465. 227. 114. 30. 144 25 964.33 941.43 90673. 208. 105. 30. 135 26 964.27 941.48 90767. 94. 47. 103. 150 27 964.20 941.51 90824. 57. 29. 105. 134 28 964.13 941.51 90824. 0. 0. 120. 120 29 964.07 941.55 90900. 76. 38. 103. 141 30 964.00 941.57 90937. 37. 19. 103. 122 + ____________________________________________________________________________ TOTAL FOR MONTH................ 8021. 4046. 0. 2533. 6579. NET CHANGE IN DAY-SECOND-FEET.. 4044. 4046. 4046. AVERAGE FLOW IN C.F.S.......... 135. 84. 219. CHANGE IN CONTENTS FOR MO.(4).. 8021. (1) COMPUTATIONS BASED ON A RECREATION OF THE JAN 1952 CAPACITY TABLE. (2) BY 24-HOUR CLOCK, TIME IS 2400(MIDN.) OF DAY INDICATED UNLESS OTHERWISE NOTED. AVERAGE FLOW OR CHANGE IN RESERVOIR CONTENTS ARE FOR PERIOD ENDING 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 1956 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 + ____ ____ _____ _________ ________ _____ ______ ________ _______ ______ 964.00 941.57 90937. 1 963.94 941.67 91126. 189. 95. 30. 125 2 963.87 941.77 91315. 189. 95. 30. 125 3 963.81 941.79 91353. 38. 19. 103. 122 4 963.74 941.82 91410. 57. 29. 103. 132 5 963.68 941.83 91429. 19. 10. 103. 113 6 963.61 941.84 91448. 19. 10. 102. 112 7 963.55 941.86 91485. 37. 19. 103. 122 8 963.48 941.95 91656. 171. 86. 30. 116 9 963.42 942.05 91845. 189. 95. 30. 125 10 963.35 942.04 91826. -19. -10. 110. 100 11 963.29 942.02 91788. -38. -19. 110. 91 12 963.22 942.02 91788. 0. 0. 109. 109 13 963.16 942.04 91826. 38. 19. 110. 129 14 963.09 942.25 92225. 399. 201. 110. 311 15 963.03 942.67 93023. 798. 402. 29. 431 16 962.97 942.88 93422. 399. 201. 30. 231 17 962.90 942.98 93612. 190. 96. 110. 206 18 962.84 943.02 93688. 76. 38. 120. 158 19 962.77 943.06 93765. 77. 39. 110. 149 20 962.71 943.10 93841. 76. 38. 110. 148 21 962.64 943.14 93917. 76. 38. 110. 148 22 962.58 943.27 94166. 249. 126. 30. 156 23 962.51 943.46 94529. 363. 183. 30. 213 24 962.45 943.59 94777. 248. 125. 102. 227 25 962.39 943.65 94892. 115. 58. 101. 159 26 962.32 943.71 95006. 114. 57. 102. 159 27 962.26 943.77 95121. 115. 58. 101. 159 28 962.19 943.82 95216. 95. 48. 101. 149 29 962.13 943.92 95407. 191. 96. 30. 126 30 962.06 944.02 95599. 192. 97. 30. 127 31 962.00 944.04 95638. 39. 20. 101. 121 + ____________________________________________________________________________ TOTAL FOR MONTH................ 4701. 2398. -29. 2530. 4899. NET CHANGE IN DAY-SECOND-FEET.. 2370. 2369. 2369. AVERAGE FLOW IN C.F.S.......... 76. 82. 158. CHANGE IN CONTENTS FOR MO.(4).. 4701. (1) COMPUTATIONS BASED ON A RECREATION OF THE JAN 1952 CAPACITY TABLE. (2) BY 24-HOUR CLOCK, TIME IS 2400(MIDN.) OF DAY INDICATED UNLESS OTHERWISE NOTED. AVERAGE FLOW OR CHANGE IN RESERVOIR CONTENTS ARE FOR PERIOD ENDING 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 1957 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 + ____ ____ _____ _________ ________ _____ ______ ________ _______ ______ 967.00 944.04 95638. 1 967.06 944.14 95832. 194. 98. 48. 146 2 967.13 944.15 95851. 19. 10. 101. 111 3 967.19 944.14 95832. -19. -10. 101. 91 4 967.26 944.18 95909. 77. 39. 101. 140 5 967.32 944.30 96142. 233. 117. 30. 147 6 967.39 944.40 96336. 194. 98. 30. 128 7 967.45 944.42 96375. 39. 20. 102. 122 8 967.52 944.42 96375. 0. 0. 103. 103 9 967.58 944.49 96511. 136. 69. 101. 170 10 967.65 944.52 96569. 58. 29. 101. 130 11 967.71 944.53 96588. 19. 10. 101. 111 12 967.78 944.63 96782. 194. 98. 30. 128 13 967.84 944.71 96937. 155. 78. 30. 108 14 967.91 944.74 96996. 59. 30. 101. 131 15 967.97 944.74 96996. 0. 0. 101. 101 16 968.03 944.75 97015. 19. 10. 102. 112 17 968.10 944.75 97015. 0. 0. 101. 101 18 968.16 944.71 96937. -78. -39. 102. 63 19 968.23 944.81 97131. 194. 98. 30. 128 20 968.29 944.89 97287. 156. 79. 30. 109 21 968.36 944.93 97364. 77. 39. 102. 141 22 968.42 945.04 97579. 215. 108. 102. 210 23 968.48 945.33 98150. 571. 288. 102. 390 24 968.55 945.46 98406. 256. 129. 102. 231 25 968.61 945.55 98584. 178. 90. 101. 191 26 968.68 945.69 98859. 275. 139. 30. 169 27 968.74 945.84 99155. 296. 149. 30. 179 28 968.81 945.97 99411. 256. 129. 101. 230 29 968.87 946.14 99750. 339. 171. 101. 272 30 968.94 946.36 100190. 440. 222. 101. 323 31 969.00 946.80 101070. 880. 444. 101. 545 + ____________________________________________________________________________ TOTAL FOR MONTH................ 5432. 2791. -49. 2519. 5261. NET CHANGE IN DAY-SECOND-FEET.. 2739. 2742. 2742. AVERAGE FLOW IN C.F.S.......... 88. 81. 170. CHANGE IN CONTENTS FOR MO.(4).. 5432. (1) COMPUTATIONS BASED ON A RECREATION OF THE JAN 1952 CAPACITY TABLE. (2) BY 24-HOUR CLOCK, TIME IS 2400(MIDN.) OF DAY INDICATED UNLESS OTHERWISE NOTED. AVERAGE FLOW OR CHANGE IN RESERVOIR CONTENTS ARE FOR PERIOD ENDING 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 1957 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 + ____ ____ _____ _________ ________ _____ ______ ________ _______ ______ 969.00 946.80 101070. 1 969.07 947.35 102184. 1114. 562. 101. 663 2 969.14 947.95 103408. 1224. 617. 30. 647 3 969.21 948.36 104259. 851. 429. 30. 459 4 969.29 948.62 104800. 541. 273. 101. 374 5 969.36 948.82 105216. 416. 210. 100. 310 6 969.43 948.98 105548. 332. 167. 99. 266 7 969.50 949.18 105970. 422. 213. 96. 309 8 969.57 949.55 106751. 781. 394. 99. 493 9 969.64 950.46 108684. 1933. 975. 30. 1005 10 969.71 951.00 109840. 1156. 583. 30. 613 11 969.78 951.30 110491. 651. 328. 99. 427 12 969.86 951.53 110990. 499. 252. 99. 351 13 969.93 951.73 111424. 434. 219. 98. 317 14 970.00 951.91 111815. 391. 197. 98. 295 15 970.07 952.03 112076. 261. 132. 115. 247 16 970.14 952.25 112560. 484. 244. 30. 274 17 970.21 952.44 112978. 418. 211. 30. 241 18 970.28 952.53 113176. 198. 100. 115. 215 19 970.36 952.76 113682. 506. 255. 111. 366 20 970.43 952.95 114100. 418. 211. 115. 326 21 970.50 953.06 114344. 244. 123. 116. 239 22 970.57 953.15 114545. 201. 101. 116. 217 23 970.64 953.31 114901. 356. 179. 30. 209 24 970.71 953.45 115214. 313. 158. 30. 188 25 970.79 953.56 115459. 245. 124. 116. 240 26 970.86 954.74 118112. 2653. 1338. 115. 1453 27 970.93 955.24 119250. 1138. 574. 113. 687 28 971.00 955.98 120944. 1694. 854. 113. 967 + ____________________________________________________________________________ TOTAL FOR MONTH................ 19874. 10023. 0. 2375. 12398. NET CHANGE IN DAY-SECOND-FEET.. 10020. 10023. 10023. AVERAGE FLOW IN C.F.S.......... 358. 85. 443. CHANGE IN CONTENTS FOR MO.(4).. 19874. (1) COMPUTATIONS BASED ON A RECREATION OF THE JAN 1952 CAPACITY TABLE. (2) BY 24-HOUR CLOCK, TIME IS 2400(MIDN.) OF DAY INDICATED UNLESS OTHERWISE NOTED. AVERAGE FLOW OR CHANGE IN RESERVOIR CONTENTS ARE FOR PERIOD ENDING 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 1957 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 + ____ ____ _____ _________ ________ _____ ______ ________ _______ ______ 971.00 955.98 120944. 1 971.06 956.68 122561. 1617. 815. 95. 910 2 971.13 957.16 123674. 1113. 561. 30. 591 3 971.19 957.52 124517. 843. 425. 30. 455 4 971.26 957.77 125102. 585. 295. 112. 407 5 971.32 957.96 125546. 444. 224. 112. 336 6 971.39 958.16 126019. 473. 238. 112. 350 7 971.45 958.40 126588. 569. 287. 112. 399 8 971.52 958.63 127133. 545. 275. 112. 387 9 971.58 958.88 127726. 593. 299. 30. 329 10 971.65 959.11 128273. 547. 276. 30. 306 11 971.71 959.26 128631. 358. 180. 103. 283 12 971.78 959.40 128966. 335. 169. 95. 264 13 971.84 959.51 129229. 263. 133. 95. 228 14 971.91 959.66 129587. 358. 180. 95. 275 15 971.97 959.83 129994. 407. 205. 98. 303 16 972.03 959.97 130328. 334. 168. 30. 198 17 972.10 960.14 130739. 411. 207. 30. 237 18 972.16 960.25 131005. 266. 134. 96. 230 19 972.23 960.36 131271. 266. 134. 96. 230 20 972.29 960.46 131513. 242. 122. 98. 220 21 972.36 960.54 131707. 194. 98. 98. 196 22 972.42 960.75 132215. 508. 256. 96. 352 23 972.48 960.95 132699. 484. 244. 30. 274 24 972.55 961.14 133164. 465. 234. 30. 264 25 972.61 961.26 133460. 296. 149. 96. 245 26 972.68 961.36 133706. 246. 124. 96. 220 27 972.74 961.45 133927. 221. 111. 96. 207 28 972.81 961.54 134148. 221. 111. 96. 207 29 972.87 961.62 134345. 197. 99. 96. 195 30 972.94 961.75 134665. 320. 161. 30. 191 31 973.00 961.88 134985. 320. 161. 30. 191 + ____________________________________________________________________________ TOTAL FOR MONTH................ 14041. 7075. 0. 2405. 9480. NET CHANGE IN DAY-SECOND-FEET.. 7079. 7075. 7075. AVERAGE FLOW IN C.F.S.......... 228. 78. 306. CHANGE IN CONTENTS FOR MO.(4).. 14041. (1) COMPUTATIONS BASED ON A RECREATION OF THE JAN 1952 CAPACITY TABLE. (2) BY 24-HOUR CLOCK, TIME IS 2400(MIDN.) OF DAY INDICATED UNLESS OTHERWISE NOTED. AVERAGE FLOW OR CHANGE IN RESERVOIR CONTENTS ARE FOR PERIOD ENDING 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 1957 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 + ____ ____ _____ _________ ________ _____ ______ ________ _______ ______ 973.00 961.88 134985. 1 973.02 962.06 135430. 445. 224. 112. 336 2 973.03 963.11 138059. 2629. 1325. 96. 1421 3 973.05 963.45 138923. 864. 436. 98. 534 4 973.07 963.76 139710. 787. 397. 96. 493 5 973.08 966.86 147743. 8033. 4050. 96. 4146 6 973.10 967.93 150565. 2822. 1423. 30. 1453 7 973.12 968.48 152027. 1462. 737. 30. 767 8 973.13 969.16 153840. 1813. 914. 100. 1014 9 973.15 969.83 155643. 1803. 909. 101. 1010 10 973.17 970.24 156748. 1105. 557. 101. 658 11 973.18 970.53 157531. 783. 395. 101. 496 12 973.20 970.81 158287. 756. 381. 96. 477 13 973.22 971.09 159052. 765. 386. 35. 421 14 973.23 971.34 159752. 700. 353. 30. 383 15 973.25 971.52 160256. 504. 254. 93. 347 16 973.27 971.69 160732. 476. 240. 94. 334 17 973.28 971.85 161180. 448. 226. 94. 320 18 973.30 972.02 161656. 476. 240. 94. 334 19 973.32 972.16 162048. 392. 198. 94. 292 20 973.33 972.37 162636. 588. 296. 30. 326 21 973.35 972.57 163196. 560. 282. 30. 312 22 973.37 972.74 163672. 476. 240. 94. 334 23 973.38 972.92 164176. 504. 254. 94. 348 24 973.40 973.12 164760. 584. 294. 94. 388 25 973.42 973.25 165150. 390. 197. 94. 291 26 973.43 973.37 165510. 360. 182. 94. 276 27 973.45 973.52 165960. 450. 227. 30. 257 28 973.47 973.68 166440. 480. 242. 30. 272 29 973.48 973.82 166860. 420. 212. 94. 306 30 973.50 973.91 167130. 270. 136. 93. 229 + ____________________________________________________________________________ TOTAL FOR MONTH................ 32145. 16207. 0. 2368. 18575. NET CHANGE IN DAY-SECOND-FEET.. 16207. 16207. 16207. AVERAGE FLOW IN C.F.S.......... 540. 79. 619. CHANGE IN CONTENTS FOR MO.(4).. 32145. (1) COMPUTATIONS BASED ON A RECREATION OF THE JAN 1952 CAPACITY TABLE. (2) BY 24-HOUR CLOCK, TIME IS 2400(MIDN.) OF DAY INDICATED UNLESS OTHERWISE NOTED. AVERAGE FLOW OR CHANGE IN RESERVOIR CONTENTS ARE FOR PERIOD ENDING 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 1957 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 + ____ ____ _____ _________ ________ _____ ______ ________ _______ ______ 973.50 973.91 167130. 1 973.50 973.90 167100. -30. -15. 247. 232 2 973.50 973.87 167010. -90. -45. 248. 203 3 973.50 973.84 166920. -90. -45. 248. 203 4 973.50 973.95 167250. 330. 166. 30. 196 5 973.50 974.07 167596. 346. 174. 30. 204 6 973.50 974.03 167484. -112. -56. 248. 192 7 973.50 974.00 167400. -84. -42. 247. 205 8 973.50 973.95 167250. -150. -76. 249. 173 9 973.50 973.90 167100. -150. -76. 248. 172 10 973.50 973.85 166950. -150. -76. 248. 172 11 973.50 973.96 167280. 330. 166. 30. 196 12 973.50 974.07 167596. 316. 159. 30. 189 13 973.50 974.02 167456. -140. -71. 248. 177 14 973.50 973.97 167310. -146. -74. 249. 175 15 973.50 973.94 167220. -90. -45. 248. 203 16 973.50 973.86 166980. -240. -121. 247. 126 17 973.50 973.79 166770. -210. -106. 248. 142 18 973.50 973.89 167070. 300. 151. 30. 181 19 973.50 973.99 167370. 300. 151. 30. 181 20 973.50 974.06 167568. 198. 100. 247. 347 21 973.50 974.00 167400. -168. -85. 248. 163 22 973.50 973.96 167280. -120. -61. 247. 186 23 973.50 973.91 167130. -150. -76. 248. 172 24 973.50 973.83 166890. -240. -121. 247. 126 25 973.50 973.90 167100. 210. 106. 30. 136 26 973.50 974.02 167456. 356. 179. 30. 209 27 973.50 974.07 167596. 140. 71. 248. 319 28 973.50 974.00 167400. -196. -99. 247. 148 29 973.50 973.92 167160. -240. -121. 248. 127 30 973.50 973.96 167280. 120. 61. 76. 137 31 973.50 973.90 167100. -180. -91. 248. 157 + ____________________________________________________________________________ TOTAL FOR MONTH................ -30. 1484. -1502. 5767. 5749. NET CHANGE IN DAY-SECOND-FEET.. -15. -18. 18. AVERAGE FLOW IN C.F.S.......... -1. 186. 185. CHANGE IN CONTENTS FOR MO.(4).. -30. (1) COMPUTATIONS BASED ON A RECREATION OF THE JAN 1952 CAPACITY TABLE. (2) BY 24-HOUR CLOCK, TIME IS 2400(MIDN.) OF DAY INDICATED UNLESS OTHERWISE NOTED. AVERAGE FLOW OR CHANGE IN RESERVOIR CONTENTS ARE FOR PERIOD ENDING 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 1957 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 + ____ ____ _____ _________ ________ _____ ______ ________ _______ ______ 973.50 973.90 167100. 1 973.47 973.95 167250. 150. 76. 30. 106 2 973.43 974.02 167456. 206. 104. 30. 134 3 973.40 974.00 167400. -56. -28. 221. 193 4 973.37 973.95 167250. -150. -76. 222. 146 5 973.33 974.46 168688. 1438. 725. 222. 947 6 973.30 974.31 168268. -420. -212. 554. 342 7 973.27 974.10 167680. -588. -296. 553. 257 8 973.23 974.22 168016. 336. 169. 30. 199 9 973.20 974.39 168492. 476. 240. 30. 270 10 973.17 974.29 168212. -280. -141. 365. 224 11 973.13 974.15 167820. -392. -198. 365. 167 12 973.10 974.02 167456. -364. -184. 365. 181 13 973.07 973.87 167010. -446. -225. 364. 139 14 973.03 974.10 167680. 670. 338. 364. 702 15 973.00 974.36 168408. 728. 367. 30. 397 16 972.97 974.55 168940. 532. 268. 30. 298 17 972.93 974.61 169108. 168. 85. 262. 347 18 972.90 974.51 168828. -280. -141. 506. 365 19 972.87 974.29 168212. -616. -311. 512. 201 20 972.83 974.06 167568. -644. -325. 508. 183 21 972.80 973.80 166800. -768. -387. 509. 122 22 972.77 973.88 167040. 240. 121. 30. 151 23 972.73 973.97 167310. 270. 136. 30. 166 24 972.70 973.91 167130. -180. -91. 264. 173 25 972.67 973.87 167010. -120. -61. 264. 203 26 972.63 973.80 166800. -210. -106. 265. 159 27 972.60 973.74 166620. -180. -91. 265. 174 28 972.57 973.70 166500. -120. -61. 265. 204 29 972.53 973.82 166860. 360. 182. 30. 212 30 972.50 973.90 167100. 240. 121. 30. 151 + ____________________________________________________________________________ TOTAL FOR MONTH................ 0. 2932. -2934. 7515. 7513. NET CHANGE IN DAY-SECOND-FEET.. 0. -2. 2. AVERAGE FLOW IN C.F.S.......... 0. 251. 250. CHANGE IN CONTENTS FOR MO.(4).. 0. (1) COMPUTATIONS BASED ON A RECREATION OF THE JAN 1952 CAPACITY TABLE. (2) BY 24-HOUR CLOCK, TIME IS 2400(MIDN.) OF DAY INDICATED UNLESS OTHERWISE NOTED. AVERAGE FLOW OR CHANGE IN RESERVOIR CONTENTS ARE FOR PERIOD ENDING 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 1957 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 + ____ ____ _____ _________ ________ _____ ______ ________ _______ ______ 972.50 973.90 167100. 1 972.47 973.79 166770. -330. -166. 265. 99 2 972.44 973.72 166560. -210. -106. 221. 115 3 972.40 973.64 166320. -240. -121. 221. 100 4 972.37 973.69 166470. 150. 76. 30. 106 5 972.34 973.63 166290. -180. -91. 223. 132 6 972.31 973.67 166410. 120. 61. 30. 91 7 972.28 973.70 166500. 90. 45. 30. 75 8 972.24 973.60 166200. -300. -151. 220. 69 9 972.21 973.51 165930. -270. -136. 222. 86 10 972.18 973.42 165660. -270. -136. 221. 85 11 972.15 973.33 165390. -270. -136. 221. 85 12 972.12 973.23 165090. -300. -151. 221. 70 13 972.08 973.25 165150. 60. 30. 30. 60 14 972.05 973.31 165330. 180. 91. 30. 121 15 972.02 973.23 165090. -240. -121. 221. 100 16 971.99 973.14 164820. -270. -136. 221. 85 17 971.95 973.12 164760. -60. -30. 221. 191 18 971.92 973.17 164910. 150. 76. 222. 298 19 971.89 973.11 164730. -180. -91. 221. 130 20 971.86 973.15 164850. 120. 61. 30. 91 21 971.82 973.19 164970. 120. 61. 30. 91 22 971.79 973.10 164700. -270. -136. 220. 84 23 971.76 973.02 164460. -240. -121. 221. 100 24 971.73 972.96 164288. -172. -87. 221. 134 25 971.69 972.87 164036. -252. -127. 221. 94 26 971.66 972.76 163728. -308. -155. 221. 66 27 971.63 972.83 163924. 196. 99. 30. 129 28 971.60 972.96 164288. 364. 184. 30. 214 29 971.56 972.87 164036. -252. -127. 221. 94 30 971.53 972.78 163784. -252. -127. 220. 93 31 971.50 972.66 163448. -336. -169. 220. 51 + ____________________________________________________________________________ TOTAL FOR MONTH................ -3652. 784. -2621. 5176. 3339. NET CHANGE IN DAY-SECOND-FEET.. -1841. -1837. 1837. AVERAGE FLOW IN C.F.S.......... -59. 167. 108. CHANGE IN CONTENTS FOR MO.(4).. -3652. (1) COMPUTATIONS BASED ON A RECREATION OF THE JAN 1952 CAPACITY TABLE. (2) BY 24-HOUR CLOCK, TIME IS 2400(MIDN.) OF DAY INDICATED UNLESS OTHERWISE NOTED. AVERAGE FLOW OR CHANGE IN RESERVOIR CONTENTS ARE FOR PERIOD ENDING 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 1957 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 163448. 1 971.47 972.56 163168. -280. -141. 227. 86 2 971.44 972.46 162888. -280. -141. 224. 83 3 971.41 972.46 162888. 0. 0. 30. 30 4 971.38 972.54 163112. 224. 113. 30. 143 5 971.35 972.42 162776. -336. -169. 242. 73 6 971.32 972.29 162412. -364. -184. 224. 40 7 971.29 972.15 162020. -392. -198. 225. 27 8 971.27 972.03 161684. -336. -169. 224. 55 9 971.24 971.91 161348. -336. -169. 230. 61 10 971.21 971.90 161320. -28. -14. 40. 26 11 971.18 971.90 161320. 0. 0. 40. 40 12 971.15 971.76 160928. -392. -198. 251. 53 13 971.12 971.62 160536. -392. -198. 230. 32 14 971.09 971.49 160172. -364. -184. 231. 47 15 971.06 971.40 159920. -252. -127. 230. 103 16 971.03 971.27 159556. -364. -184. 231. 47 17 971.00 971.27 159556. 0. 0. 40. 40 18 970.97 971.42 159976. 420. 212. 40. 252 19 970.94 971.37 159836. -140. -71. 230. 159 20 970.92 971.26 159528. -308. -155. 230. 75 21 970.89 971.14 159192. -336. -169. 230. 61 22 970.86 971.02 158856. -336. -169. 232. 63 23 970.83 970.89 158503. -353. -178. 231. 53 24 970.80 970.89 158503. 0. 0. 40. 40 25 970.77 970.93 158611. 108. 54. 40. 94 26 970.74 970.81 158287. -324. -163. 232. 69 27 970.71 970.67 157909. -378. -191. 232. 41 28 970.69 970.54 157558. -351. -177. 231. 54 29 970.66 970.40 157180. -378. -191. 232. 41 30 970.63 970.27 156829. -351. -177. 230. 53 31 970.60 970.27 156829. 0. 0. 40. 40 + ____________________________________________________________________________ TOTAL FOR MONTH................ -6619. 379. -3717. 5419. 2081. NET CHANGE IN DAY-SECOND-FEET.. -3337. -3338. 3338. AVERAGE FLOW IN C.F.S.......... -108. 175. 67. CHANGE IN CONTENTS FOR MO.(4).. -6619. (1) COMPUTATIONS BASED ON A RECREATION OF THE JAN 1952 CAPACITY TABLE. (2) BY 24-HOUR CLOCK, TIME IS 2400(MIDN.) OF DAY INDICATED UNLESS OTHERWISE NOTED. AVERAGE FLOW OR CHANGE IN RESERVOIR CONTENTS ARE FOR PERIOD ENDING 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 1957 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 + ____ ____ _____ _________ ________ _____ ______ ________ _______ ______ 970.60 970.27 156829. 1 970.57 970.27 156829. 0. 0. 40. 40 2 970.54 970.13 156451. -378. -191. 231. 40 3 970.51 969.98 156046. -405. -204. 275. 71 4 970.48 969.85 155697. -349. -176. 231. 55 5 970.45 969.71 155320. -377. -190. 232. 42 6 970.42 970.01 156127. 807. 407. 231. 638 7 970.39 970.32 156964. 837. 422. 40. 462 8 970.36 970.46 157342. 378. 191. 40. 231 9 970.33 970.64 157828. 486. 245. 270. 515 10 970.30 970.64 157828. 0. 0. 242. 242 11 970.27 970.60 157720. -108. -54. 222. 168 12 970.24 970.54 157558. -162. -82. 224. 142 13 970.21 970.46 157342. -216. -109. 224. 115 14 970.18 970.58 157666. 324. 163. 30. 193 15 970.15 970.72 158044. 378. 191. 30. 221 16 970.12 971.24 159472. 1428. 720. 267. 987 17 970.09 974.24 168072. 8600. 4336. 223. 4559 18 970.06 974.63 169164. 1092. 551. 816. 1367 19 970.03 974.28 168184. -980. -494. 1211. 717 20 970.00 973.85 166950. -1234. -622. 1112. 490 21 969.97 974.06 167568. 618. 312. 30. 342 22 969.94 974.25 168100. 532. 268. 30. 298 23 969.91 974.00 167400. -700. -353. 617. 264 24 969.88 973.71 166530. -870. -439. 617. 178 25 969.85 973.39 165570. -960. -484. 617. 133 26 969.82 973.07 164610. -960. -484. 617. 133 27 969.79 972.72 163616. -994. -501. 617. 116 28 969.76 972.83 163924. 308. 155. 30. 185 29 969.73 973.45 165750. 1826. 921. 30. 951 30 969.70 974.06 167568. 1818. 917. 346. 1263 + ____________________________________________________________________________ TOTAL FOR MONTH................ 10739. 9799. -4383. 9742. 15158. NET CHANGE IN DAY-SECOND-FEET.. 5414. 5416. 5416. AVERAGE FLOW IN C.F.S.......... 181. 325. 505. CHANGE IN CONTENTS FOR MO.(4).. 10739. (1) COMPUTATIONS BASED ON A RECREATION OF THE JAN 1952 CAPACITY TABLE. (2) BY 24-HOUR CLOCK, TIME IS 2400(MIDN.) OF DAY INDICATED UNLESS OTHERWISE NOTED. AVERAGE FLOW OR CHANGE IN RESERVOIR CONTENTS ARE FOR PERIOD ENDING 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 1957 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 + ____ ____ _____ _________ ________ _____ ______ ________ _______ ______ 969.80 974.06 167568. 1 969.77 974.06 167568. 0. 0. 651. 651 2 969.75 973.94 167220. -348. -175. 651. 476 3 969.72 973.72 166560. -660. -333. 652. 319 4 969.70 973.46 165780. -780. -393. 651. 258 5 969.67 973.58 166140. 360. 182. 30. 212 6 969.64 973.71 166530. 390. 197. 30. 227 7 969.62 973.39 165570. -960. -484. 652. 168 8 969.59 973.06 164580. -990. -499. 651. 152 9 969.57 972.73 163644. -936. -472. 651. 179 10 969.54 972.38 162664. -980. -494. 651. 157 11 969.51 972.04 161712. -952. -480. 652. 172 12 969.49 972.12 161936. 224. 113. 30. 143 13 969.46 972.21 162188. 252. 127. 30. 157 14 969.44 972.07 161796. -392. -198. 345. 147 15 969.41 971.92 161376. -420. -212. 345. 133 16 969.38 971.78 160984. -392. -198. 349. 151 17 969.36 972.10 161880. 896. 452. 350. 802 18 969.33 972.38 162664. 784. 395. 346. 741 19 969.31 972.55 163140. 476. 240. 30. 270 20 969.28 972.67 163476. 336. 169. 30. 199 21 969.26 972.45 162860. -616. -311. 544. 233 22 969.23 972.23 162244. -616. -311. 545. 234 23 969.20 972.03 161684. -560. -282. 545. 263 24 969.18 971.96 161488. -196. -99. 545. 446 25 969.15 971.75 160900. -588. -296. 545. 249 26 969.13 971.92 161376. 476. 240. 30. 270 27 969.10 972.04 161712. 336. 169. 30. 199 28 969.08 972.01 161628. -84. -42. 263. 221 29 969.05 971.94 161432. -196. -99. 263. 164 30 969.03 971.92 161376. -56. -28. 261. 233 31 969.00 971.92 161376. 0. 0. 264. 264 + ____________________________________________________________________________ TOTAL FOR MONTH................ -6192. 2284. -5406. 11612. 8490. NET CHANGE IN DAY-SECOND-FEET.. -3122. -3122. 3122. AVERAGE FLOW IN C.F.S.......... -101. 375. 274. CHANGE IN CONTENTS FOR MO.(4).. -6192. (1) COMPUTATIONS BASED ON A RECREATION OF THE JAN 1952 CAPACITY TABLE. (2) BY 24-HOUR CLOCK, TIME IS 2400(MIDN.) OF DAY INDICATED UNLESS OTHERWISE NOTED. AVERAGE FLOW OR CHANGE IN RESERVOIR CONTENTS ARE FOR PERIOD ENDING 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 NOVEMBER 1957 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 + ____ ____ _____ _________ ________ _____ ______ ________ _______ ______ 968.00 971.92 161376. 1 967.97 971.90 161320. -56. -28. 279. 251 2 967.93 972.03 161684. 364. 184. 30. 214 3 967.90 972.16 162048. 364. 184. 30. 214 4 967.87 972.10 161880. -168. -85. 279. 194 5 967.83 972.02 161656. -224. -113. 280. 167 6 967.80 971.94 161432. -224. -113. 276. 163 7 967.77 971.86 161208. -224. -113. 278. 165 8 967.73 971.92 161376. 168. 85. 280. 365 9 967.70 972.08 161824. 448. 226. 30. 256 10 967.67 972.20 162160. 336. 169. 30. 199 11 967.63 972.13 161964. -196. -99. 280. 181 12 967.60 972.06 161768. -196. -99. 279. 180 13 967.57 972.00 161600. -168. -85. 280. 195 14 967.53 972.03 161684. 84. 42. 280. 322 15 967.50 972.04 161712. 28. 14. 280. 294 16 967.47 972.36 162608. 896. 452. 30. 482 17 967.43 972.57 163196. 588. 296. 30. 326 18 967.40 972.91 164148. 952. 480. 369. 849 19 967.37 973.79 166770. 2622. 1322. 639. 1961 20 967.33 973.79 166770. 0. 0. 694. 694 21 967.30 973.64 166320. -450. -227. 694. 467 22 967.27 973.44 165720. -600. -303. 695. 392 23 967.23 974.03 167484. 1764. 889. 30. 919 24 967.20 974.40 168520. 1036. 522. 30. 552 25 967.17 974.53 168884. 364. 184. 982. 1166 26 967.13 974.16 167848. -1036. -522. 1257. 735 27 967.10 974.02 167456. -392. -198. 761. 563 28 967.07 973.87 167010. -446. -225. 761. 536 29 967.03 973.66 166380. -630. -318. 765. 447 30 967.00 973.93 167190. 810. 408. 30. 438 + ____________________________________________________________________________ TOTAL FOR MONTH................ 5814. 5457. -2528. 10958. 13887. NET CHANGE IN DAY-SECOND-FEET.. 2931. 2929. 2929. AVERAGE FLOW IN C.F.S.......... 98. 365. 463. CHANGE IN CONTENTS FOR MO.(4).. 5814. (1) COMPUTATIONS BASED ON A RECREATION OF THE JAN 1952 CAPACITY TABLE. (2) BY 24-HOUR CLOCK, TIME IS 2400(MIDN.) OF DAY INDICATED UNLESS OTHERWISE NOTED. AVERAGE FLOW OR CHANGE IN RESERVOIR CONTENTS ARE FOR PERIOD ENDING 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 1957 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 + ____ ____ _____ _________ ________ _____ ______ ________ _______ ______ 968.00 973.93 167190. 1 967.97 974.17 167876. 686. 346. 30. 376 2 967.94 973.93 167190. -686. -346. 694. 348 3 967.90 973.68 166440. -750. -378. 695. 317 4 967.87 973.42 165660. -780. -393. 695. 302 5 967.84 973.13 164790. -870. -439. 694. 255 6 967.81 972.82 163896. -894. -451. 700. 249 7 967.78 973.03 164490. 594. 299. 30. 329 8 967.74 973.53 165990. 1500. 756. 30. 786 9 967.71 973.38 165540. -450. -227. 636. 409 10 967.68 973.15 164850. -690. -348. 696. 348 11 967.65 972.91 164148. -702. -354. 700. 346 12 967.62 972.62 163336. -812. -409. 705. 296 13 967.58 972.34 162552. -784. -395. 705. 310 14 967.55 972.52 163056. 504. 254. 30. 284 15 967.52 972.70 163560. 504. 254. 30. 284 16 967.49 972.42 162776. -784. -395. 706. 311 17 967.45 972.12 161936. -840. -424. 705. 281 18 967.42 971.80 161040. -896. -452. 706. 254 19 967.39 971.52 160256. -784. -395. 706. 311 20 967.36 971.34 159752. -504. -254. 706. 452 21 967.32 971.65 160620. 868. 438. 30. 468 22 967.29 971.86 161208. 588. 296. 30. 326 23 967.26 971.90 161320. 112. 56. 280. 336 24 967.23 971.92 161376. 56. 28. 280. 308 25 967.19 972.11 161908. 532. 268. 30. 298 26 967.16 972.62 163336. 1428. 720. 280. 1000 27 967.13 972.62 163336. 0. 0. 598. 598 28 967.10 972.86 164008. 672. 339. 30. 369 29 967.06 973.11 164730. 722. 364. 30. 394 30 967.03 972.86 164008. -722. -364. 701. 337 31 967.00 972.58 163224. -784. -395. 704. 309 + ____________________________________________________________________________ TOTAL FOR MONTH................ -3966. 4418. -6419. 13592. 11591. NET CHANGE IN DAY-SECOND-FEET.. -2000. -2001. 2001. AVERAGE FLOW IN C.F.S.......... -65. 438. 374. CHANGE IN CONTENTS FOR MO.(4).. -3966. (1) COMPUTATIONS BASED ON A RECREATION OF THE JAN 1952 CAPACITY TABLE. (2) BY 24-HOUR CLOCK, TIME IS 2400(MIDN.) OF DAY INDICATED UNLESS OTHERWISE NOTED. AVERAGE FLOW OR CHANGE IN RESERVOIR CONTENTS ARE FOR PERIOD ENDING 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 1958 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 + ____ ____ _____ _________ ________ _____ ______ ________ _______ ______ 967.00 972.58 163224. 1 967.06 972.31 162468. -756. -381. 705. 324 2 967.13 972.01 161628. -840. -424. 705. 281 3 967.19 971.70 160760. -868. -438. 704. 266 4 967.26 971.86 161208. 448. 226. 30. 256 5 967.32 972.01 161628. 420. 212. 30. 242 6 967.39 971.90 161320. -308. -155. 429. 274 7 967.45 971.78 160984. -336. -169. 427. 258 8 967.52 971.67 160676. -308. -155. 424. 269 9 967.58 971.51 160228. -448. -226. 425. 199 10 967.65 971.37 159836. -392. -198. 424. 226 11 967.71 971.53 160284. 448. 226. 30. 256 12 967.78 971.68 160704. 420. 212. 32. 244 13 967.84 971.77 160956. 252. 127. 287. 414 14 967.91 972.49 162972. 2016. 1016. 287. 1303 15 967.97 972.38 162664. -308. -155. 704. 549 16 968.03 972.17 162076. -588. -296. 705. 409 17 968.10 971.93 161404. -672. -339. 705. 366 18 968.16 972.12 161936. 532. 268. 30. 298 19 968.23 972.31 162468. 532. 268. 30. 298 20 968.29 972.10 161880. -588. -296. 592. 296 21 968.36 972.10 161880. 0. 0. 593. 593 22 968.42 972.05 161740. -140. -71. 593. 522 23 968.48 971.88 161264. -476. -240. 593. 353 24 968.55 971.88 161264. 0. 0. 592. 592 25 968.61 972.83 163924. 2660. 1341. 30. 1371 26 968.68 973.33 165390. 1466. 739. 30. 769 27 968.74 973.31 165330. -60. -30. 583. 553 28 968.81 973.16 164880. -450. -227. 696. 469 29 968.87 972.97 164316. -564. -284. 703. 419 30 968.94 972.76 163728. -588. -296. 705. 409 31 969.00 972.53 163084. -644. -325. 706. 381 + ____________________________________________________________________________ TOTAL FOR MONTH................ -140. 4635. -4705. 13529. 13459. NET CHANGE IN DAY-SECOND-FEET.. -71. -70. 70. AVERAGE FLOW IN C.F.S.......... -2. 436. 434. CHANGE IN CONTENTS FOR MO.(4).. -140. (1) COMPUTATIONS BASED ON A RECREATION OF THE JAN 1952 CAPACITY TABLE. (2) BY 24-HOUR CLOCK, TIME IS 2400(MIDN.) OF DAY INDICATED UNLESS OTHERWISE NOTED. AVERAGE FLOW OR CHANGE IN RESERVOIR CONTENTS ARE FOR PERIOD ENDING 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 1958 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 + ____ ____ _____ _________ ________ _____ ______ ________ _______ ______ 969.00 972.53 163084. 1 969.07 972.87 164036. 952. 480. 30. 510 2 969.14 973.13 164790. 754. 380. 30. 410 3 969.21 972.88 164064. -726. -366. 701. 335 4 969.29 972.63 163364. -700. -353. 704. 351 5 969.36 972.38 162664. -700. -353. 705. 352 6 969.43 972.15 162020. -644. -325. 706. 381 7 969.50 971.95 161460. -560. -282. 706. 424 8 969.57 972.19 162132. 672. 339. 30. 369 9 969.64 972.38 162664. 532. 268. 30. 298 10 969.71 972.35 162580. -84. -42. 372. 330 11 969.78 972.32 162496. -84. -42. 373. 331 12 969.86 972.26 162328. -168. -85. 372. 287 13 969.93 972.21 162188. -140. -71. 373. 302 14 970.00 972.14 161992. -196. -99. 370. 271 15 970.07 972.43 162804. 812. 409. 30. 439 16 970.14 972.59 163252. 448. 226. 30. 256 17 970.21 972.54 163112. -140. -71. 285. 214 18 970.28 972.52 163056. -56. -28. 283. 255 19 970.36 972.52 163056. 0. 0. 283. 283 20 970.43 972.52 163056. 0. 0. 283. 283 21 970.50 972.52 163056. 0. 0. 285. 285 22 970.57 972.71 163588. 532. 268. 30. 298 23 970.64 972.92 164176. 588. 296. 30. 326 24 970.71 972.82 163896. -280. -141. 408. 267 25 970.79 972.76 163728. -168. -85. 401. 316 26 970.86 973.26 165180. 1452. 732. 401. 1133 27 970.93 973.78 166740. 1560. 787. 392. 1179 28 971.00 973.98 167340. 600. 303. 394. 697 + ____________________________________________________________________________ TOTAL FOR MONTH................ 4256. 4488. -2343. 9037. 11182. NET CHANGE IN DAY-SECOND-FEET.. 2146. 2145. 2145. AVERAGE FLOW IN C.F.S.......... 77. 323. 399. CHANGE IN CONTENTS FOR MO.(4).. 4256. (1) COMPUTATIONS BASED ON A RECREATION OF THE JAN 1952 CAPACITY TABLE. (2) BY 24-HOUR CLOCK, TIME IS 2400(MIDN.) OF DAY INDICATED UNLESS OTHERWISE NOTED. AVERAGE FLOW OR CHANGE IN RESERVOIR CONTENTS ARE FOR PERIOD ENDING 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 1958 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 + ____ ____ _____ _________ ________ _____ ______ ________ _______ ______ 971.00 973.98 167340. 1 971.06 974.30 168240. 900. 454. 30. 484 2 971.13 974.58 169024. 784. 395. 30. 425 3 971.19 974.39 168492. -532. -268. 696. 428 4 971.26 974.15 167820. -672. -339. 696. 357 5 971.32 973.92 167160. -660. -333. 696. 363 6 971.39 973.67 166410. -750. -378. 696. 318 7 971.45 973.43 165690. -720. -363. 696. 333 8 971.52 973.65 166350. 660. 333. 30. 363 9 971.58 973.88 167040. 690. 348. 30. 378 10 971.65 973.80 166800. -240. -121. 469. 348 11 971.71 973.70 166500. -300. -151. 469. 318 12 971.78 973.57 166110. -390. -197. 468. 271 13 971.84 973.55 166050. -60. -30. 469. 439 14 971.91 973.43 165690. -360. -182. 468. 286 15 971.97 973.65 166350. 660. 333. 30. 363 16 972.03 973.83 166890. 540. 272. 30. 302 17 972.10 973.80 166800. -90. -45. 370. 325 18 972.16 973.84 166920. 120. 61. 369. 430 19 972.23 973.84 166920. 0. 0. 370. 370 20 972.29 973.84 166920. 0. 0. 369. 369 21 972.36 973.84 166920. 0. 0. 369. 369 22 972.42 974.03 167484. 564. 284. 30. 314 23 972.48 974.21 167988. 504. 254. 30. 284 24 972.55 974.10 167680. -308. -155. 482. 327 25 972.61 974.14 167792. 112. 56. 482. 538 26 972.68 974.02 167456. -336. -169. 697. 528 27 972.74 973.95 167250. -206. -104. 695. 591 28 972.81 973.87 167010. -240. -121. 695. 574 29 972.87 974.16 167848. 838. 422. 30. 452 30 972.94 974.64 169192. 1344. 678. 30. 708 31 973.00 974.86 169808. 616. 311. 953. 1264 + ____________________________________________________________________________ TOTAL FOR MONTH................ 2468. 4201. -2956. 11974. 13219. NET CHANGE IN DAY-SECOND-FEET.. 1244. 1245. 1245. AVERAGE FLOW IN C.F.S.......... 40. 386. 426. CHANGE IN CONTENTS FOR MO.(4).. 2468. (1) COMPUTATIONS BASED ON A RECREATION OF THE JAN 1952 CAPACITY TABLE. (2) BY 24-HOUR CLOCK, TIME IS 2400(MIDN.) OF DAY INDICATED UNLESS OTHERWISE NOTED. AVERAGE FLOW OR CHANGE IN RESERVOIR CONTENTS ARE FOR PERIOD ENDING 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 1958 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 + ____ ____ _____ _________ ________ _____ ______ ________ _______ ______ 973.00 974.86 169808. 1 973.02 974.40 168520. -1288. -649. 1420. 771 2 973.03 973.96 167280. -1240. -625. 1196. 571 3 973.05 973.79 166770. -510. -257. 746. 489 4 973.07 973.61 166230. -540. -272. 746. 474 5 973.08 973.91 167130. 900. 454. 30. 484 6 973.10 974.33 168324. 1194. 602. 758. 1360 7 973.12 974.00 167400. -924. -466. 1195. 729 8 973.13 973.86 166980. -420. -212. 746. 534 9 973.15 973.68 166440. -540. -272. 746. 474 10 973.17 973.68 166440. 0. 0. 746. 746 11 973.18 973.74 166620. 180. 91. 746. 837 12 973.20 973.88 167040. 420. 212. 361. 573 13 973.22 974.24 168072. 1032. 520. 30. 550 14 973.23 974.19 167932. -140. -71. 567. 496 15 973.25 973.85 166950. -982. -495. 926. 431 16 973.27 973.68 166440. -510. -257. 744. 487 17 973.28 973.46 165780. -660. -333. 745. 412 18 973.30 973.22 165060. -720. -363. 748. 385 19 973.32 973.45 165750. 690. 348. 30. 378 20 973.33 973.66 166380. 630. 318. 30. 348 21 973.35 973.66 166380. 0. 0. 367. 367 22 973.37 974.15 167820. 1440. 726. 369. 1095 23 973.38 974.16 167848. 28. 14. 900. 914 24 973.40 973.59 166170. -1678. -846. 1370. 524 25 973.42 973.09 164670. -1500. -756. 1144. 388 26 973.43 973.36 165480. 810. 408. 30. 438 27 973.45 973.67 166410. 930. 469. 30. 499 28 973.47 973.90 167100. 690. 348. 671. 1019 29 973.48 973.89 167070. -30. -15. 695. 680 30 973.50 973.77 166710. -360. -182. 695. 513 + ____________________________________________________________________________ TOTAL FOR MONTH................ -3098. 4510. -6071. 19527. 17966. NET CHANGE IN DAY-SECOND-FEET.. -1562. -1561. 1561. AVERAGE FLOW IN C.F.S.......... -52. 651. 599. CHANGE IN CONTENTS FOR MO.(4).. -3098. (1) COMPUTATIONS BASED ON A RECREATION OF THE JAN 1952 CAPACITY TABLE. (2) BY 24-HOUR CLOCK, TIME IS 2400(MIDN.) OF DAY INDICATED UNLESS OTHERWISE NOTED. AVERAGE FLOW OR CHANGE IN RESERVOIR CONTENTS ARE FOR PERIOD ENDING 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 1958 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 + ____ ____ _____ _________ ________ _____ ______ ________ _______ ______ 973.50 973.77 166710. 1 973.50 973.67 166410. -300. -151. 695. 544 2 973.50 973.57 166110. -300. -151. 695. 544 3 973.50 973.95 167250. 1140. 575. 30. 605 4 973.50 974.31 168268. 1018. 513. 30. 543 5 973.50 974.34 168352. 84. 42. 649. 691 6 973.50 974.99 170172. 1820. 918. 858. 1776 7 973.50 975.22 170860. 688. 347. 1272. 1619 8 973.50 975.05 170350. -510. -257. 1275. 1018 9 973.50 974.68 169304. -1046. -527. 1278. 751 10 973.50 974.22 168016. -1288. -649. 1278. 629 11 973.50 974.03 167484. -532. -268. 860. 592 12 973.50 973.94 167220. -264. -133. 652. 519 13 973.50 973.81 166830. -390. -197. 654. 457 14 973.50 973.55 166050. -780. -393. 856. 463 15 973.50 973.29 165270. -780. -393. 818. 425 16 973.50 973.18 164940. -330. -166. 657. 491 17 973.50 973.38 165540. 600. 303. 40. 343 18 973.50 973.66 166380. 840. 424. 42. 466 19 973.50 973.75 166650. 270. 136. 355. 491 20 973.50 973.83 166890. 240. 121. 354. 475 21 973.50 973.84 166920. 30. 15. 356. 371 22 973.50 973.84 166920. 0. 0. 352. 352 23 973.50 973.84 166920. 0. 0. 353. 353 24 973.50 974.14 167792. 872. 440. 30. 470 25 973.50 974.45 168660. 868. 438. 30. 468 26 973.50 974.28 168184. -476. -240. 650. 410 27 973.50 974.08 167624. -560. -282. 652. 370 28 973.50 973.94 167220. -404. -204. 653. 449 29 973.50 973.72 166560. -660. -333. 651. 318 30 973.50 973.49 165870. -690. -348. 653. 305 31 973.50 973.67 166410. 540. 272. 30. 302 + ____________________________________________________________________________ TOTAL FOR MONTH................ -300. 4544. -4692. 17758. 17610. NET CHANGE IN DAY-SECOND-FEET.. -151. -148. 148. AVERAGE FLOW IN C.F.S.......... -5. 573. 568. CHANGE IN CONTENTS FOR MO.(4).. -300. (1) COMPUTATIONS BASED ON A RECREATION OF THE JAN 1952 CAPACITY TABLE. (2) BY 24-HOUR CLOCK, TIME IS 2400(MIDN.) OF DAY INDICATED UNLESS OTHERWISE NOTED. AVERAGE FLOW OR CHANGE IN RESERVOIR CONTENTS ARE FOR PERIOD ENDING 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 1958 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 + ____ ____ _____ _________ ________ _____ ______ ________ _______ ______ 973.50 973.67 166410. 1 973.50 973.88 167040. 630. 318. 30. 348 2 973.50 973.88 167040. 0. 0. 392. 392 3 973.50 973.83 166890. -150. -76. 393. 317 4 973.50 973.75 166650. -240. -121. 392. 271 5 973.50 973.68 166440. -210. -106. 393. 287 6 973.50 973.63 166290. -150. -76. 395. 319 7 973.50 973.76 166680. 390. 197. 30. 227 8 973.50 973.92 167160. 480. 242. 30. 272 9 973.50 974.02 167456. 296. 149. 347. 496 10 973.50 974.08 167624. 168. 85. 347. 432 11 973.50 974.09 167652. 28. 14. 347. 361 12 973.50 974.05 167540. -112. -56. 658. 602 13 973.50 973.78 166740. -800. -403. 695. 292 14 973.50 973.94 167220. 480. 242. 30. 272 15 973.50 974.38 168464. 1244. 627. 30. 657 16 973.50 974.20 167960. -504. -254. 598. 344 17 973.50 973.97 167310. -650. -328. 598. 270 18 973.50 973.74 166620. -690. -348. 600. 252 19 973.50 973.48 165840. -780. -393. 599. 206 20 973.50 973.31 165330. -510. -257. 598. 341 21 973.50 973.46 165780. 450. 227. 30. 257 22 973.50 973.62 166260. 480. 242. 30. 272 23 973.50 973.62 166260. 0. 0. 290. 290 24 973.50 973.69 166470. 210. 106. 273. 379 25 973.50 973.69 166470. 0. 0. 272. 272 26 973.50 973.76 166680. 210. 106. 273. 379 27 973.50 973.80 166800. 120. 61. 272. 333 28 973.50 973.92 167160. 360. 182. 30. 212 29 973.50 974.06 167568. 408. 206. 30. 236 30 973.50 973.92 167160. -408. -206. 416. 210 + ____________________________________________________________________________ TOTAL FOR MONTH................ 750. 3004. -2624. 9418. 9798. NET CHANGE IN DAY-SECOND-FEET.. 378. 380. 380. AVERAGE FLOW IN C.F.S.......... 13. 314. 327. CHANGE IN CONTENTS FOR MO.(4).. 750. (1) COMPUTATIONS BASED ON A RECREATION OF THE JAN 1952 CAPACITY TABLE. (2) BY 24-HOUR CLOCK, TIME IS 2400(MIDN.) OF DAY INDICATED UNLESS OTHERWISE NOTED. AVERAGE FLOW OR CHANGE IN RESERVOIR CONTENTS ARE FOR PERIOD ENDING 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 1958 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 + ____ ____ _____ _________ ________ _____ ______ ________ _______ ______ 973.50 973.92 167160. 1 973.50 973.77 166710. -450. -227. 412. 185 2 973.50 973.62 166260. -450. -227. 411. 184 3 973.50 973.47 165810. -450. -227. 410. 183 4 973.50 973.32 165360. -450. -227. 411. 184 5 973.50 973.45 165750. 390. 197. 20. 217 6 973.50 973.56 166080. 330. 166. 20. 186 7 973.50 973.52 165960. -120. -61. 280. 219 8 973.50 973.48 165840. -120. -61. 280. 219 9 973.50 973.49 165870. 30. 15. 281. 296 10 973.50 973.56 166080. 210. 106. 281. 387 11 973.50 973.51 165930. -150. -76. 281. 205 12 973.50 973.74 166620. 690. 348. 20. 368 13 973.50 973.94 167220. 600. 303. 20. 323 14 973.50 973.86 166980. -240. -121. 284. 163 15 973.50 973.80 166800. -180. -91. 287. 196 16 973.50 973.74 166620. -180. -91. 287. 196 17 973.50 973.73 166590. -30. -15. 288. 273 18 973.50 973.70 166500. -90. -45. 288. 243 19 973.50 973.81 166830. 330. 166. 30. 196 20 973.50 973.91 167130. 300. 151. 30. 181 21 973.50 973.85 166950. -180. -91. 288. 197 22 973.50 973.81 166830. -120. -61. 287. 226 23 973.50 973.77 166710. -120. -61. 287. 226 24 973.50 973.73 166590. -120. -61. 288. 227 25 973.50 973.65 166350. -240. -121. 287. 166 26 973.50 973.77 166710. 360. 182. 30. 212 27 973.50 973.88 167040. 330. 166. 30. 196 28 973.50 973.82 166860. -180. -91. 287. 196 29 973.50 973.72 166560. -300. -151. 287. 136 30 973.50 973.63 166290. -270. -136. 287. 151 31 973.50 973.70 166500. 210. 106. 81. 187 + ____________________________________________________________________________ TOTAL FOR MONTH................ -660. 1906. -2242. 7060. 6724. NET CHANGE IN DAY-SECOND-FEET.. -333. -336. 336. AVERAGE FLOW IN C.F.S.......... -11. 228. 217. CHANGE IN CONTENTS FOR MO.(4).. -660. (1) COMPUTATIONS BASED ON A RECREATION OF THE JAN 1952 CAPACITY TABLE. (2) BY 24-HOUR CLOCK, TIME IS 2400(MIDN.) OF DAY INDICATED UNLESS OTHERWISE NOTED. AVERAGE FLOW OR CHANGE IN RESERVOIR CONTENTS ARE FOR PERIOD ENDING 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 1958 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 166500. 1 971.47 973.59 166170. -330. -166. 287. 121 2 971.44 973.67 166410. 240. 121. 30. 151 3 971.41 973.90 167100. 690. 348. 30. 378 4 971.38 973.82 166860. -240. -121. 287. 166 5 971.35 973.74 166620. -240. -121. 287. 166 6 971.32 973.63 166290. -330. -166. 287. 121 7 971.29 973.53 165990. -300. -151. 287. 136 8 971.27 973.43 165690. -300. -151. 287. 136 9 971.24 973.48 165840. 150. 76. 30. 106 10 971.21 973.54 166020. 180. 91. 30. 121 11 971.18 973.43 165690. -330. -166. 288. 122 12 971.15 973.32 165360. -330. -166. 288. 122 13 971.12 973.32 165360. 0. 0. 288. 288 14 971.09 973.28 165240. -120. -61. 287. 226 15 971.06 973.20 165000. -240. -121. 288. 167 16 971.03 973.33 165390. 390. 197. 30. 227 17 971.00 973.41 165630. 240. 121. 30. 151 18 970.97 973.30 165300. -330. -166. 288. 122 19 970.94 973.19 164970. -330. -166. 286. 120 20 970.92 973.06 164580. -390. -197. 288. 91 21 970.89 972.96 164288. -292. -147. 288. 141 22 970.86 972.85 163980. -308. -155. 291. 136 23 970.83 972.93 164204. 224. 113. 30. 143 24 970.80 973.16 164880. 676. 341. 30. 371 25 970.77 973.22 165060. 180. 91. 368. 459 26 970.74 973.12 164760. -300. -151. 345. 194 27 970.71 972.86 164008. -752. -379. 530. 151 28 970.69 972.57 163196. -812. -409. 535. 126 29 970.66 972.29 162412. -784. -395. 534. 139 30 970.63 972.34 162552. 140. 71. 30. 101 31 970.60 972.40 162720. 168. 85. 30. 115 + ____________________________________________________________________________ TOTAL FOR MONTH................ -3780. 1655. -3555. 7214. 5314. NET CHANGE IN DAY-SECOND-FEET.. -1906. -1900. 1900. AVERAGE FLOW IN C.F.S.......... -61. 233. 171. CHANGE IN CONTENTS FOR MO.(4).. -3780. (1) COMPUTATIONS BASED ON A RECREATION OF THE JAN 1952 CAPACITY TABLE. (2) BY 24-HOUR CLOCK, TIME IS 2400(MIDN.) OF DAY INDICATED UNLESS OTHERWISE NOTED. AVERAGE FLOW OR CHANGE IN RESERVOIR CONTENTS ARE FOR PERIOD ENDING 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 1958 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 + ____ ____ _____ _________ ________ _____ ______ ________ _______ ______ 970.70 972.40 162720. 1 970.67 972.29 162412. -308. -155. 283. 128 2 970.64 972.16 162048. -364. -184. 284. 100 3 970.61 972.03 161684. -364. -184. 283. 99 4 970.58 971.89 161292. -392. -198. 284. 86 5 970.55 971.76 160928. -364. -184. 284. 100 6 970.52 971.81 161068. 140. 71. 30. 101 7 970.49 971.86 161208. 140. 71. 30. 101 8 970.46 971.71 160788. -420. -212. 284. 72 9 970.43 971.55 160340. -448. -226. 283. 57 10 970.40 971.42 159976. -364. -184. 283. 99 11 970.37 971.28 159584. -392. -198. 283. 85 12 970.34 971.12 159136. -448. -226. 284. 58 13 970.31 971.16 159248. 112. 56. 30. 86 14 970.28 971.20 159360. 112. 56. 30. 86 15 970.25 971.12 159136. -224. -113. 284. 171 16 970.22 971.04 158912. -224. -113. 283. 170 17 970.19 971.01 158828. -84. -42. 287. 245 18 970.16 970.88 158476. -352. -177. 344. 167 19 970.13 970.79 158233. -243. -123. 287. 164 20 970.10 970.91 158557. 324. 163. 30. 193 21 970.07 971.15 159220. 663. 334. 30. 364 22 970.04 971.05 158940. -280. -141. 284. 143 23 970.01 970.94 158638. -302. -152. 287. 135 24 969.98 970.83 158341. -297. -150. 287. 137 25 969.95 970.70 157990. -351. -177. 287. 110 26 969.92 970.57 157639. -351. -177. 287. 110 27 969.89 970.61 157747. 108. 54. 30. 84 28 969.86 970.63 157801. 54. 27. 30. 57 29 969.83 970.47 157369. -432. -218. 285. 67 30 969.80 970.33 156991. -378. -191. 287. 96 + ____________________________________________________________________________ TOTAL FOR MONTH................ -5729. 832. -3725. 6564. 3671. NET CHANGE IN DAY-SECOND-FEET.. -2888. -2893. 2893. AVERAGE FLOW IN C.F.S.......... -96. 219. 122. CHANGE IN CONTENTS FOR MO.(4).. -5729. (1) COMPUTATIONS BASED ON A RECREATION OF THE JAN 1952 CAPACITY TABLE. (2) BY 24-HOUR CLOCK, TIME IS 2400(MIDN.) OF DAY INDICATED UNLESS OTHERWISE NOTED. AVERAGE FLOW OR CHANGE IN RESERVOIR CONTENTS ARE FOR PERIOD ENDING 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 1958 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 + ____ ____ _____ _________ ________ _____ ______ ________ _______ ______ 969.80 970.33 156991. 1 969.77 970.24 156748. -243. -123. 287. 164 2 969.75 970.12 156424. -324. -163. 287. 124 3 969.72 969.98 156046. -378. -191. 287. 96 4 969.70 970.06 156262. 216. 109. 30. 139 5 969.67 970.10 156370. 108. 54. 30. 84 6 969.64 969.96 155992. -378. -191. 287. 96 7 969.62 969.81 155589. -403. -203. 287. 84 8 969.59 969.66 155185. -404. -204. 287. 83 9 969.57 969.52 154809. -376. -190. 287. 97 10 969.54 969.38 154432. -377. -190. 282. 92 11 969.51 969.41 154513. 81. 41. 20. 61 12 969.49 969.44 154594. 81. 41. 20. 61 13 969.46 969.29 154190. -404. -204. 280. 76 14 969.44 969.15 153814. -376. -190. 281. 91 15 969.41 969.00 153410. -404. -204. 281. 77 16 969.38 968.87 153064. -346. -174. 285. 111 17 969.36 968.72 152665. -399. -201. 285. 84 18 969.33 968.78 152825. 160. 81. 20. 101 19 969.31 968.82 152931. 106. 53. 20. 73 20 969.28 968.66 152506. -425. -214. 285. 71 21 969.26 968.56 152240. -266. -134. 285. 151 22 969.23 968.54 152186. -54. -27. 281. 254 23 969.20 968.49 152053. -133. -67. 282. 215 24 969.18 968.40 151814. -239. -120. 282. 162 25 969.15 968.48 152027. 213. 107. 20. 127 26 969.13 968.55 152213. 186. 94. 20. 114 27 969.10 968.43 151894. -319. -161. 282. 121 28 969.08 968.29 151521. -373. -188. 282. 94 29 969.05 968.14 151122. -399. -201. 282. 81 30 969.03 967.99 150724. -398. -201. 282. 81 31 969.00 967.99 150724. 0. 0. 75. 75 + ____________________________________________________________________________ TOTAL FOR MONTH................ -6267. 580. -3741. 6501. 3340. NET CHANGE IN DAY-SECOND-FEET.. -3160. -3161. 3161. AVERAGE FLOW IN C.F.S.......... -102. 210. 108. CHANGE IN CONTENTS FOR MO.(4).. -6267. (1) COMPUTATIONS BASED ON A RECREATION OF THE JAN 1952 CAPACITY TABLE. (2) BY 24-HOUR CLOCK, TIME IS 2400(MIDN.) OF DAY INDICATED UNLESS OTHERWISE NOTED. AVERAGE FLOW OR CHANGE IN RESERVOIR CONTENTS ARE FOR PERIOD ENDING 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 NOVEMBER 1958 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 + ____ ____ _____ _________ ________ _____ ______ ________ _______ ______ 969.00 967.99 150724. 1 968.97 968.12 151069. 345. 174. 20. 194 2 968.93 968.24 151388. 319. 161. 20. 181 3 968.90 968.18 151229. -159. -80. 224. 144 4 968.87 968.10 151016. -213. -107. 222. 115 5 968.83 968.01 150777. -239. -120. 221. 101 6 968.80 967.93 150565. -212. -107. 222. 115 7 968.77 967.84 150328. -237. -119. 222. 103 8 968.73 967.89 150460. 132. 67. 20. 87 9 968.70 967.93 150565. 105. 53. 20. 73 10 968.67 967.85 150354. -211. -106. 222. 116 11 968.63 967.76 150116. -238. -120. 221. 101 12 968.60 967.66 149852. -264. -133. 222. 89 13 968.57 967.53 149509. -343. -173. 223. 50 14 968.53 967.45 149298. -211. -106. 221. 115 15 968.50 967.50 149430. 132. 67. 19. 86 16 968.47 967.56 149588. 158. 80. 19. 99 17 968.43 967.45 149298. -290. -146. 258. 112 18 968.40 967.33 148981. -317. -160. 257. 97 19 968.37 967.21 148664. -317. -160. 258. 98 20 968.33 967.09 148348. -316. -159. 257. 98 21 968.30 966.95 147979. -369. -186. 257. 71 22 968.27 967.00 148110. 131. 66. 19. 85 23 968.23 967.05 148242. 132. 67. 19. 86 24 968.20 966.91 147874. -368. -186. 301. 115 25 968.17 966.74 147429. -445. -224. 300. 76 26 968.13 966.62 147114. -315. -159. 257. 98 27 968.10 966.51 146826. -288. -145. 223. 78 28 968.07 966.51 146826. 0. 0. 223. 223 29 968.03 966.57 146983. 157. 79. 19. 98 30 968.00 966.63 147141. 158. 80. 19. 99 + ____________________________________________________________________________ TOTAL FOR MONTH................ -3583. 894. -2696. 5005. 3203. NET CHANGE IN DAY-SECOND-FEET.. -1806. -1802. 1802. AVERAGE FLOW IN C.F.S.......... -60. 167. 107. CHANGE IN CONTENTS FOR MO.(4).. -3583. (1) COMPUTATIONS BASED ON A RECREATION OF THE JAN 1952 CAPACITY TABLE. (2) BY 24-HOUR CLOCK, TIME IS 2400(MIDN.) OF DAY INDICATED UNLESS OTHERWISE NOTED. AVERAGE FLOW OR CHANGE IN RESERVOIR CONTENTS ARE FOR PERIOD ENDING 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 1958 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 + ____ ____ _____ _________ ________ _____ ______ ________ _______ ______ 968.00 966.63 147141. 1 967.97 966.53 146879. -262. -132. 222. 90 2 967.94 966.43 146617. -262. -132. 223. 91 3 967.90 966.40 146538. -79. -40. 221. 181 4 967.87 966.32 146328. -210. -106. 222. 116 5 967.84 966.23 146093. -235. -118. 224. 106 6 967.81 966.27 146197. 104. 52. 19. 71 7 967.78 966.32 146328. 131. 66. 19. 85 8 967.74 966.22 146066. -262. -132. 224. 92 9 967.71 966.13 145831. -235. -118. 228. 110 10 967.68 966.03 145569. -262. -132. 225. 93 11 967.65 965.91 145257. -312. -157. 225. 68 12 967.62 965.79 144946. -311. -157. 225. 68 13 967.58 965.84 145076. 130. 66. 19. 85 14 967.55 965.91 145257. 181. 91. 19. 110 15 967.52 965.82 145024. -233. -117. 225. 108 16 967.49 965.70 144713. -311. -157. 225. 68 17 967.45 965.61 144480. -233. -117. 225. 108 18 967.42 965.53 144273. -207. -104. 224. 120 19 967.39 965.44 144040. -233. -117. 226. 109 20 967.36 965.50 144195. 155. 78. 19. 97 21 967.32 965.54 144299. 104. 52. 18. 70 22 967.29 965.46 144091. -208. -105. 225. 120 23 967.26 965.35 143807. -284. -143. 225. 82 24 967.23 965.25 143548. -259. -131. 225. 94 25 967.19 965.26 143573. 25. 13. 57. 70 26 967.16 965.16 143314. -259. -131. 225. 94 27 967.13 965.22 143470. 156. 79. 19. 98 28 967.10 967.00 148110. 4640. 2339. 19. 2358 29 967.06 968.30 151548. 3438. 1733. 223. 1956 30 967.03 968.46 151974. 426. 215. 222. 437 31 967.00 968.51 152107. 133. 67. 223. 290 + ____________________________________________________________________________ TOTAL FOR MONTH................ 4966. 4851. -2346. 5140. 7645. NET CHANGE IN DAY-SECOND-FEET.. 2504. 2505. 2505. AVERAGE FLOW IN C.F.S.......... 81. 166. 247. CHANGE IN CONTENTS FOR MO.(4).. 4966. (1) COMPUTATIONS BASED ON A RECREATION OF THE JAN 1952 CAPACITY TABLE. (2) BY 24-HOUR CLOCK, TIME IS 2400(MIDN.) OF DAY INDICATED UNLESS OTHERWISE NOTED. AVERAGE FLOW OR CHANGE IN RESERVOIR CONTENTS ARE FOR PERIOD ENDING 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 1959 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 + ____ ____ _____ _________ ________ _____ ______ ________ _______ ______ 967.00 968.51 152107. 1 967.06 968.67 152532. 425. 214. 286. 500 2 967.13 968.80 152878. 346. 174. 286. 460 3 967.19 969.03 153491. 613. 309. 19. 328 4 967.26 969.23 154029. 538. 271. 19. 290 5 967.32 969.17 153867. -162. -82. 285. 203 6 967.39 969.12 153733. -134. -68. 284. 216 7 967.45 969.09 153652. -81. -41. 284. 243 8 967.52 969.09 153652. 0. 0. 284. 284 9 967.58 969.03 153491. -161. -81. 289. 208 10 967.65 969.11 153706. 215. 108. 26. 134 11 967.71 969.22 154002. 296. 149. 26. 175 12 967.78 969.08 153625. -377. -190. 335. 145 13 967.84 969.01 153437. -188. -95. 285. 190 14 967.91 968.95 153277. -160. -81. 289. 208 15 967.97 968.88 153091. -186. -94. 289. 195 16 968.03 968.84 152984. -107. -54. 289. 235 17 968.10 968.90 153144. 160. 81. 26. 107 18 968.16 968.96 153304. 160. 81. 26. 107 19 968.23 968.86 153038. -266. -134. 290. 156 20 968.29 968.78 152825. -213. -107. 289. 182 21 968.36 968.78 152825. 0. 0. 289. 289 22 968.42 969.10 153679. 854. 431. 163. 594 23 968.48 969.20 153948. 269. 136. 163. 299 24 968.55 969.35 154352. 404. 204. 26. 230 25 968.61 969.46 154647. 295. 149. 26. 175 26 968.68 969.40 154486. -161. -81. 285. 204 27 968.74 969.33 154298. -188. -95. 286. 191 28 968.81 969.24 154056. -242. -122. 285. 163 29 968.87 969.14 153787. -269. -136. 286. 150 30 968.94 969.06 153571. -216. -109. 285. 176 31 969.00 969.12 153733. 162. 82. 26. 108 + ____________________________________________________________________________ TOTAL FOR MONTH................ 1626. 2389. -1570. 6326. 7145. NET CHANGE IN DAY-SECOND-FEET.. 820. 819. 819. AVERAGE FLOW IN C.F.S.......... 26. 204. 230. CHANGE IN CONTENTS FOR MO.(4).. 1626. (1) COMPUTATIONS BASED ON A RECREATION OF THE JAN 1952 CAPACITY TABLE. (2) BY 24-HOUR CLOCK, TIME IS 2400(MIDN.) OF DAY INDICATED UNLESS OTHERWISE NOTED. AVERAGE FLOW OR CHANGE IN RESERVOIR CONTENTS ARE FOR PERIOD ENDING 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 1959 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 + ____ ____ _____ _________ ________ _____ ______ ________ _______ ______ 969.00 969.12 153733. 1 969.07 969.21 153975. 242. 122. 26. 148 2 969.14 969.14 153787. -188. -95. 240. 145 3 969.21 969.10 153679. -108. -54. 240. 186 4 969.29 969.08 153625. -54. -27. 240. 213 5 969.36 969.03 153491. -134. -68. 239. 171 6 969.43 968.95 153277. -214. -108. 240. 132 7 969.50 969.02 153464. 187. 94. 26. 120 8 969.57 969.10 153679. 215. 108. 26. 134 9 969.64 969.05 153545. -134. -68. 238. 170 10 969.71 969.00 153410. -135. -68. 237. 169 11 969.78 968.92 153197. -213. -107. 238. 131 12 969.86 968.84 152984. -213. -107. 237. 130 13 969.93 968.85 153011. 27. 14. 236. 250 14 970.00 968.95 153277. 266. 134. 19. 153 15 970.07 969.06 153571. 294. 148. 19. 167 16 970.14 968.96 153304. -267. -135. 278. 143 17 970.21 968.88 153091. -213. -107. 278. 171 18 970.28 968.78 152825. -266. -134. 278. 144 19 970.36 968.66 152506. -319. -161. 278. 117 20 970.43 968.55 152213. -293. -148. 278. 130 21 970.50 968.61 152373. 160. 81. 19. 100 22 970.57 968.68 152559. 186. 94. 19. 113 23 970.64 968.58 152293. -266. -134. 278. 144 24 970.71 968.49 152053. -240. -121. 278. 157 25 970.79 968.38 151761. -292. -147. 278. 131 26 970.86 968.26 151442. -319. -161. 278. 117 27 970.93 968.14 151122. -320. -161. 280. 119 28 971.00 968.20 151282. 160. 81. 19. 100 + ____________________________________________________________________________ TOTAL FOR MONTH................ -2451. 876. -2111. 5340. 4105. NET CHANGE IN DAY-SECOND-FEET.. -1236. -1235. 1235. AVERAGE FLOW IN C.F.S.......... -44. 191. 147. CHANGE IN CONTENTS FOR MO.(4).. -2451. (1) COMPUTATIONS BASED ON A RECREATION OF THE JAN 1952 CAPACITY TABLE. (2) BY 24-HOUR CLOCK, TIME IS 2400(MIDN.) OF DAY INDICATED UNLESS OTHERWISE NOTED. AVERAGE FLOW OR CHANGE IN RESERVOIR CONTENTS ARE FOR PERIOD ENDING 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 1959 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 + ____ ____ _____ _________ ________ _____ ______ ________ _______ ______ 971.00 968.20 151282. 1 971.06 968.30 151548. 266. 134. 19. 153 2 971.13 968.22 151335. -213. -107. 218. 111 3 971.19 968.14 151122. -213. -107. 217. 110 4 971.26 968.05 150883. -239. -120. 217. 97 5 971.32 968.14 151122. 239. 120. 217. 337 6 971.39 969.14 153787. 2665. 1344. 217. 1561 7 971.45 969.42 154540. 753. 380. 19. 399 8 971.52 969.63 155105. 565. 285. 19. 304 9 971.58 969.66 155185. 80. 40. 217. 257 10 971.65 969.66 155185. 0. 0. 217. 217 11 971.71 969.66 155185. 0. 0. 217. 217 12 971.78 969.66 155185. 0. 0. 217. 217 13 971.84 969.66 155185. 0. 0. 217. 217 14 971.91 969.75 155428. 243. 123. 19. 142 15 971.97 969.87 155750. 322. 162. 19. 181 16 972.03 969.81 155589. -161. -81. 216. 135 17 972.10 969.75 155428. -161. -81. 217. 136 18 972.16 969.68 155239. -189. -95. 217. 122 19 972.23 969.60 155024. -215. -108. 217. 109 20 972.29 969.56 154916. -108. -54. 217. 163 21 972.36 969.64 155132. 216. 109. 19. 128 22 972.42 969.71 155320. 188. 95. 19. 114 23 972.48 969.63 155105. -215. -108. 217. 109 24 972.55 969.56 154916. -189. -95. 217. 122 25 972.61 969.49 154728. -188. -95. 217. 122 26 972.68 969.42 154540. -188. -95. 217. 122 27 972.74 969.47 154674. 134. 68. 217. 285 28 972.81 969.54 154863. 189. 95. 19. 114 29 972.87 969.64 155132. 269. 136. 19. 155 30 972.94 969.68 155239. 107. 54. 260. 314 31 973.00 969.69 155266. 27. 14. 217. 231 + ____________________________________________________________________________ TOTAL FOR MONTH................ 3984. 3159. -1146. 4988. 7001. NET CHANGE IN DAY-SECOND-FEET.. 2009. 2013. 2013. AVERAGE FLOW IN C.F.S.......... 65. 161. 226. CHANGE IN CONTENTS FOR MO.(4).. 3984. (1) COMPUTATIONS BASED ON A RECREATION OF THE JAN 1952 CAPACITY TABLE. (2) BY 24-HOUR CLOCK, TIME IS 2400(MIDN.) OF DAY INDICATED UNLESS OTHERWISE NOTED. AVERAGE FLOW OR CHANGE IN RESERVOIR CONTENTS ARE FOR PERIOD ENDING 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 1959 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 + ____ ____ _____ _________ ________ _____ ______ ________ _______ ______ 973.00 969.69 155266. 1 973.02 969.69 155266. 0. 0. 217. 217 2 973.03 969.93 155912. 646. 326. 217. 543 3 973.05 970.03 156181. 269. 136. 217. 353 4 973.07 970.28 156856. 675. 340. 19. 359 5 973.08 970.46 157342. 486. 245. 19. 264 6 973.10 970.47 157369. 27. 14. 213. 227 7 973.12 970.47 157369. 0. 0. 214. 214 8 973.13 970.47 157369. 0. 0. 213. 213 9 973.15 970.43 157261. -108. -54. 214. 160 10 973.17 970.39 157153. -108. -54. 213. 159 11 973.18 970.64 157828. 675. 340. 19. 359 12 973.20 971.53 160284. 2456. 1238. 19. 1257 13 973.22 972.09 161852. 1568. 791. 146. 937 14 973.23 972.36 162608. 756. 381. 146. 527 15 973.25 972.53 163084. 476. 240. 143. 383 16 973.27 972.63 163364. 280. 141. 145. 286 17 973.28 972.69 163532. 168. 85. 142. 227 18 973.30 972.72 163616. 84. 42. 197. 239 19 973.32 972.96 164288. 672. 339. 19. 358 20 973.33 972.96 164288. 0. 0. 257. 257 21 973.35 973.02 164460. 172. 87. 214. 301 22 973.37 973.10 164700. 240. 121. 214. 335 23 973.38 973.28 165240. 540. 272. 216. 488 24 973.40 973.38 165540. 300. 151. 214. 365 25 973.42 973.55 166050. 510. 257. 27. 284 26 973.43 973.69 166470. 420. 212. 30. 242 27 973.45 973.69 166470. 0. 0. 217. 217 28 973.47 973.69 166470. 0. 0. 214. 214 29 973.48 973.66 166380. -90. -45. 213. 168 30 973.50 973.65 166350. -30. -15. 216. 201 + ____________________________________________________________________________ TOTAL FOR MONTH................ 11084. 5758. -168. 4764. 10354. NET CHANGE IN DAY-SECOND-FEET.. 5588. 5590. 5590. AVERAGE FLOW IN C.F.S.......... 186. 159. 345. CHANGE IN CONTENTS FOR MO.(4).. 11084. (1) COMPUTATIONS BASED ON A RECREATION OF THE JAN 1952 CAPACITY TABLE. (2) BY 24-HOUR CLOCK, TIME IS 2400(MIDN.) OF DAY INDICATED UNLESS OTHERWISE NOTED. AVERAGE FLOW OR CHANGE IN RESERVOIR CONTENTS ARE FOR PERIOD ENDING 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 1959 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 + ____ ____ _____ _________ ________ _____ ______ ________ _______ ______ 973.50 973.65 166350. 1 973.50 973.57 166110. -240. -121. 276. 155 2 973.50 973.66 166380. 270. 136. 26. 162 3 973.50 973.75 166650. 270. 136. 26. 162 4 973.50 973.75 166650. 0. 0. 277. 277 5 973.50 973.66 166380. -270. -136. 278. 142 6 973.50 973.58 166140. -240. -121. 278. 157 7 973.50 973.49 165870. -270. -136. 278. 142 8 973.50 973.39 165570. -300. -151. 278. 127 9 973.50 973.45 165750. 180. 91. 26. 117 10 973.50 973.52 165960. 210. 106. 26. 132 11 973.50 973.43 165690. -270. -136. 278. 142 12 973.50 973.33 165390. -300. -151. 278. 127 13 973.50 973.41 165630. 240. 121. 278. 399 14 973.50 973.31 165330. -300. -151. 278. 127 15 973.50 973.19 164970. -360. -182. 277. 95 16 973.50 973.25 165150. 180. 91. 26. 117 17 973.50 973.32 165360. 210. 106. 26. 132 18 973.50 973.18 164940. -420. -212. 360. 148 19 973.50 973.03 164490. -450. -227. 336. 109 20 973.50 972.93 164204. -286. -144. 336. 192 21 973.50 972.90 164120. -84. -42. 275. 233 22 973.50 972.82 163896. -224. -113. 275. 162 23 973.50 972.89 164092. 196. 99. 19. 118 24 973.50 972.95 164260. 168. 85. 19. 104 25 973.50 972.79 163812. -448. -226. 341. 115 26 973.50 972.63 163364. -448. -226. 342. 116 27 973.50 972.50 163000. -364. -184. 278. 94 28 973.50 972.40 162720. -280. -141. 276. 135 29 973.50 972.32 162496. -224. -113. 277. 164 30 973.50 972.42 162776. 280. 141. 19. 160 31 973.50 972.52 163056. 280. 141. 19. 160 + ____________________________________________________________________________ TOTAL FOR MONTH................ -3294. 1253. -2913. 6382. 4722. NET CHANGE IN DAY-SECOND-FEET.. -1661. -1660. 1660. AVERAGE FLOW IN C.F.S.......... -54. 206. 152. CHANGE IN CONTENTS FOR MO.(4).. -3294. (1) COMPUTATIONS BASED ON A RECREATION OF THE JAN 1952 CAPACITY TABLE. (2) BY 24-HOUR CLOCK, TIME IS 2400(MIDN.) OF DAY INDICATED UNLESS OTHERWISE NOTED. AVERAGE FLOW OR CHANGE IN RESERVOIR CONTENTS ARE FOR PERIOD ENDING 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 1959 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 + ____ ____ _____ _________ ________ _____ ______ ________ _______ ______ 973.50 972.52 163056. 1 973.47 972.44 162832. -224. -113. 285. 172 2 973.43 972.45 162860. 28. 14. 234. 248 3 973.40 972.41 162748. -112. -56. 221. 165 4 973.37 972.33 162524. -224. -113. 220. 107 5 973.33 972.25 162300. -224. -113. 219. 106 6 973.30 972.29 162412. 112. 56. 19. 75 7 973.27 972.34 162552. 140. 71. 19. 90 8 973.23 972.25 162300. -252. -127. 219. 92 9 973.20 972.15 162020. -280. -141. 221. 80 10 973.17 972.05 161740. -280. -141. 221. 80 11 973.13 971.95 161460. -280. -141. 221. 80 12 973.10 971.85 161180. -280. -141. 221. 80 13 973.07 971.91 161348. 168. 85. 19. 104 14 973.03 971.92 161376. 28. 14. 19. 33 15 973.00 971.80 161040. -336. -169. 221. 52 16 972.97 971.68 160704. -336. -169. 221. 52 17 972.93 971.56 160368. -336. -169. 225. 56 18 972.90 971.44 160032. -336. -169. 228. 59 19 972.87 971.35 159780. -252. -127. 183. 56 20 972.83 971.37 159836. 56. 28. 29. 57 21 972.80 971.39 159892. 56. 28. 29. 57 22 972.77 971.26 159528. -364. -184. 228. 44 23 972.73 971.14 159192. -336. -169. 228. 59 24 972.70 971.03 158884. -308. -155. 228. 73 25 972.67 970.94 158638. -246. -124. 228. 104 26 972.63 970.82 158314. -324. -163. 228. 65 27 972.60 970.82 158314. 0. 0. 29. 29 28 972.57 970.84 158368. 54. 27. 29. 56 29 972.53 970.70 157990. -378. -191. 228. 37 30 972.50 970.58 157666. -324. -163. 228. 65 + ____________________________________________________________________________ TOTAL FOR MONTH................ -5390. 323. -3038. 5148. 2433. NET CHANGE IN DAY-SECOND-FEET.. -2717. -2715. 2715. AVERAGE FLOW IN C.F.S.......... -91. 172. 81. CHANGE IN CONTENTS FOR MO.(4).. -5390. (1) COMPUTATIONS BASED ON A RECREATION OF THE JAN 1952 CAPACITY TABLE. (2) BY 24-HOUR CLOCK, TIME IS 2400(MIDN.) OF DAY INDICATED UNLESS OTHERWISE NOTED. AVERAGE FLOW OR CHANGE IN RESERVOIR CONTENTS ARE FOR PERIOD ENDING 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 1959 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 + ____ ____ _____ _________ ________ _____ ______ ________ _______ ______ 972.50 970.58 157666. 1 972.47 970.44 157288. -378. -191. 228. 37 2 972.44 970.32 156964. -324. -163. 228. 65 3 972.40 970.19 156613. -351. -177. 230. 53 4 972.37 970.19 156613. 0. 0. 29. 29 5 972.34 970.18 156586. -27. -14. 29. 15 6 972.31 970.03 156181. -405. -204. 232. 28 7 972.28 969.89 155804. -377. -190. 232. 42 8 972.24 969.73 155374. -430. -217. 232. 15 9 972.21 969.65 155159. -215. -108. 232. 124 10 972.18 969.55 154890. -269. -136. 232. 96 11 972.15 969.60 155024. 134. 68. 29. 97 12 972.12 969.63 155105. 81. 41. 29. 70 13 972.08 969.52 154809. -296. -149. 232. 83 14 972.05 969.47 154674. -135. -68. 232. 164 15 972.02 969.36 154378. -296. -149. 232. 83 16 971.99 969.24 154056. -322. -162. 232. 70 17 971.95 969.11 153706. -350. -176. 232. 56 18 971.92 969.11 153706. 0. 0. 29. 29 19 971.89 969.14 153787. 81. 41. 29. 70 20 971.86 969.12 153733. -54. -27. 233. 206 21 971.82 969.08 153625. -108. -54. 233. 179 22 971.79 968.98 153357. -268. -135. 232. 97 23 971.76 968.87 153064. -293. -148. 232. 84 24 971.73 968.74 152718. -346. -174. 232. 58 25 971.69 968.86 153038. 320. 161. 29. 190 26 971.66 968.90 153144. 106. 53. 29. 82 27 971.63 968.88 153091. -53. -27. 234. 207 28 971.60 968.81 152905. -186. -94. 232. 138 29 971.56 968.71 152639. -266. -134. 232. 98 30 971.53 968.61 152373. -266. -134. 229. 95 31 971.50 968.61 152373. 0. 0. 69. 69 + ____________________________________________________________________________ TOTAL FOR MONTH................ -5293. 364. -3031. 5396. 2729. NET CHANGE IN DAY-SECOND-FEET.. -2669. -2667. 2667. AVERAGE FLOW IN C.F.S.......... -86. 174. 88. CHANGE IN CONTENTS FOR MO.(4).. -5293. (1) COMPUTATIONS BASED ON A RECREATION OF THE JAN 1952 CAPACITY TABLE. (2) BY 24-HOUR CLOCK, TIME IS 2400(MIDN.) OF DAY INDICATED UNLESS OTHERWISE NOTED. AVERAGE FLOW OR CHANGE IN RESERVOIR CONTENTS ARE FOR PERIOD ENDING 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 1959 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 + ____ ____ _____ _________ ________ _____ ______ ________ _______ ______ 971.50 968.61 152373. 1 971.47 968.63 152426. 53. 27. 19. 46 2 971.44 968.70 152612. 186. 94. 21. 115 3 971.40 968.60 152346. -266. -134. 225. 91 4 971.37 968.53 152160. -186. -94. 225. 131 5 971.34 968.43 151894. -266. -134. 225. 91 6 971.31 968.31 151575. -319. -161. 225. 64 7 971.28 968.18 151229. -346. -174. 225. 51 8 971.24 968.21 151309. 80. 40. 19. 59 9 971.21 968.21 151309. 0. 0. 19. 19 10 971.18 968.08 150963. -346. -174. 229. 55 11 971.15 967.94 150592. -371. -187. 232. 45 12 971.12 967.79 150196. -396. -200. 232. 32 13 971.08 967.64 149800. -396. -200. 232. 32 14 971.05 967.49 149404. -396. -200. 232. 32 15 971.02 967.49 149404. 0. 0. 29. 29 16 970.99 967.52 149483. 79. 40. 29. 69 17 970.95 967.35 149034. -449. -226. 267. 41 18 970.92 967.17 148559. -475. -239. 268. 29 19 970.89 967.02 148163. -396. -200. 232. 32 20 970.86 966.88 147796. -367. -185. 231. 46 21 970.82 966.73 147403. -393. -198. 231. 33 22 970.79 966.73 147403. 0. 0. 29. 29 23 970.76 966.73 147403. 0. 0. 29. 29 24 970.73 966.60 147062. -341. -172. 268. 96 25 970.69 966.43 146617. -445. -224. 268. 44 26 970.66 966.30 146276. -341. -172. 230. 58 27 970.63 966.14 145857. -419. -211. 234. 23 28 970.60 965.98 145438. -419. -211. 234. 23 29 970.56 966.04 145595. 157. 79. 29. 108 30 970.53 966.29 146250. 655. 330. 29. 359 31 970.50 966.48 146748. 498. 251. 282. 533 + ____________________________________________________________________________ TOTAL FOR MONTH................ -5625. 861. -3696. 5279. 2444. NET CHANGE IN DAY-SECOND-FEET.. -2836. -2835. 2835. AVERAGE FLOW IN C.F.S.......... -91. 170. 79. CHANGE IN CONTENTS FOR MO.(4).. -5625. (1) COMPUTATIONS BASED ON A RECREATION OF THE JAN 1952 CAPACITY TABLE. (2) BY 24-HOUR CLOCK, TIME IS 2400(MIDN.) OF DAY INDICATED UNLESS OTHERWISE NOTED. AVERAGE FLOW OR CHANGE IN RESERVOIR CONTENTS ARE FOR PERIOD ENDING 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 1959 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 + ____ ____ _____ _________ ________ _____ ______ ________ _______ ______ 970.50 966.48 146748. 1 970.47 966.72 147376. 628. 317. 225. 542 2 970.44 966.73 147403. 27. 14. 225. 239 3 970.41 966.65 147193. -210. -106. 225. 119 4 970.38 966.56 146957. -236. -119. 225. 106 5 970.35 966.76 147481. 524. 264. 20. 284 6 970.32 968.55 152213. 4732. 2386. 20. 2406 7 970.29 970.32 156964. 4751. 2395. 224. 2619 8 970.26 970.56 157612. 648. 327. 224. 551 9 970.23 970.67 157909. 297. 150. 227. 377 10 970.20 970.67 157909. 0. 0. 227. 227 11 970.17 970.65 157855. -54. -27. 228. 201 12 970.14 970.73 158071. 216. 109. 30. 139 13 970.11 970.80 158260. 189. 95. 30. 125 14 970.08 970.77 158179. -81. -41. 227. 186 15 970.05 970.72 158044. -135. -68. 227. 159 16 970.02 970.69 157963. -81. -41. 227. 186 17 969.99 970.63 157801. -162. -82. 230. 148 18 969.96 970.55 157585. -216. -109. 291. 182 19 969.93 970.61 157747. 162. 82. 30. 112 20 969.90 970.70 157990. 243. 123. 30. 153 21 969.87 970.58 157666. -324. -163. 293. 130 22 969.84 970.48 157396. -270. -136. 292. 156 23 969.81 970.39 157153. -243. -123. 292. 169 24 969.78 970.26 156802. -351. -177. 292. 115 25 969.75 970.12 156424. -378. -191. 293. 102 26 969.72 970.15 156505. 81. 41. 30. 71 27 969.69 970.21 156667. 162. 82. 32. 114 28 969.66 970.03 156181. -486. -245. 345. 100 29 969.63 970.40 157180. 999. 504. 294. 798 30 969.60 975.90 172900. 15720. 7926. 290. 8216 + ____________________________________________________________________________ TOTAL FOR MONTH................ 26152. 14815. -1628. 5845. 19032. NET CHANGE IN DAY-SECOND-FEET.. 13185. 13187. 13187. AVERAGE FLOW IN C.F.S.......... 440. 195. 634. CHANGE IN CONTENTS FOR MO.(4).. 26152. (1) COMPUTATIONS BASED ON A RECREATION OF THE JAN 1952 CAPACITY TABLE. (2) BY 24-HOUR CLOCK, TIME IS 2400(MIDN.) OF DAY INDICATED UNLESS OTHERWISE NOTED. AVERAGE FLOW OR CHANGE IN RESERVOIR CONTENTS ARE FOR PERIOD ENDING 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 1959 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 + ____ ____ _____ _________ ________ _____ ______ ________ _______ ______ 969.70 975.90 172900. 1 969.67 976.33 174124. 1224. 617. 901. 1518 2 969.64 975.95 173050. -1074. -541. 1338. 797 3 969.61 975.41 171430. -1620. -817. 1353. 536 4 969.58 974.83 169724. -1706. -860. 1357. 497 5 969.55 974.30 168240. -1484. -748. 1135. 387 6 969.52 974.08 167624. -616. -311. 690. 379 7 969.49 973.86 166980. -644. -325. 693. 368 8 969.47 973.60 166200. -780. -393. 694. 301 9 969.44 973.76 166680. 480. 242. 690. 932 10 969.41 974.48 168744. 2064. 1041. 30. 1071 11 969.38 974.48 168744. 0. 0. 692. 692 12 969.35 974.00 167400. -1344. -678. 1133. 455 13 969.32 973.77 166710. -690. -348. 692. 344 14 969.29 973.77 166710. 0. 0. 694. 694 15 969.26 973.65 166350. -360. -182. 691. 509 16 969.23 973.45 165750. -600. -303. 690. 387 17 969.20 973.67 166410. 660. 333. 30. 363 18 969.17 973.87 167010. 600. 303. 30. 333 19 969.14 973.60 166200. -810. -408. 693. 285 20 969.12 973.30 165300. -900. -454. 692. 238 21 969.09 972.98 164344. -956. -482. 691. 209 22 969.06 972.70 163560. -784. -395. 702. 307 23 969.03 972.51 163028. -532. -268. 702. 434 24 969.00 973.02 164460. 1432. 722. 30. 752 25 968.97 973.30 165300. 840. 424. 30. 454 26 968.94 973.13 164790. -510. -257. 579. 322 27 968.91 972.95 164260. -530. -267. 579. 312 28 968.89 972.72 163616. -644. -325. 585. 260 29 968.86 972.50 163000. -616. -311. 590. 279 30 968.83 972.29 162412. -588. -296. 590. 294 31 968.80 972.53 163084. 672. 339. 29. 368 + ____________________________________________________________________________ TOTAL FOR MONTH................ -9816. 4021. -8969. 20025. 15077. NET CHANGE IN DAY-SECOND-FEET.. -4949. -4948. 4948. AVERAGE FLOW IN C.F.S.......... -160. 646. 486. CHANGE IN CONTENTS FOR MO.(4).. -9816. (1) COMPUTATIONS BASED ON A RECREATION OF THE JAN 1952 CAPACITY TABLE. (2) BY 24-HOUR CLOCK, TIME IS 2400(MIDN.) OF DAY INDICATED UNLESS OTHERWISE NOTED. AVERAGE FLOW OR CHANGE IN RESERVOIR CONTENTS ARE FOR PERIOD ENDING 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 NOVEMBER 1959 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 + ____ ____ _____ _________ ________ _____ ______ ________ _______ ______ 968.80 972.53 163084. 1 968.77 972.70 163560. 476. 240. 29. 269 2 968.74 972.44 162832. -728. -367. 587. 220 3 968.71 972.19 162132. -700. -353. 588. 235 4 968.68 971.93 161404. -728. -367. 589. 222 5 968.65 971.67 160676. -728. -367. 589. 222 6 968.62 971.42 159976. -700. -353. 586. 233 7 968.59 971.53 160284. 308. 155. 26. 181 8 968.56 971.64 160592. 308. 155. 26. 181 9 968.53 971.59 160452. -140. -71. 276. 205 10 968.50 971.52 160256. -196. -99. 284. 185 11 968.47 971.45 160060. -196. -99. 283. 184 12 968.44 971.40 159920. -140. -71. 283. 212 13 968.41 971.34 159752. -168. -85. 284. 199 14 968.38 971.45 160060. 308. 155. 26. 181 15 968.35 971.55 160340. 280. 141. 26. 167 16 968.32 971.50 160200. -140. -71. 283. 212 17 968.29 971.41 159948. -252. -127. 283. 156 18 968.26 971.34 159752. -196. -99. 283. 184 19 968.23 971.26 159528. -224. -113. 285. 172 20 968.20 971.18 159304. -224. -113. 283. 170 21 968.17 971.27 159556. 252. 127. 26. 153 22 968.14 971.37 159836. 280. 141. 26. 167 23 968.11 971.31 159668. -168. -85. 285. 200 24 968.08 971.48 160144. 476. 240. 284. 524 25 968.05 971.51 160228. 84. 42. 284. 326 26 968.02 971.51 160228. 0. 0. 284. 284 27 967.99 971.42 159976. -252. -127. 284. 157 28 967.96 971.75 160900. 924. 466. 26. 492 29 967.93 971.94 161432. 532. 268. 26. 294 30 967.90 971.94 161432. 0. 0. 285. 285 + ____________________________________________________________________________ TOTAL FOR MONTH................ -1652. 2130. -2967. 7709. 6872. NET CHANGE IN DAY-SECOND-FEET.. -833. -837. 837. AVERAGE FLOW IN C.F.S.......... -28. 257. 229. CHANGE IN CONTENTS FOR MO.(4).. -1652. (1) COMPUTATIONS BASED ON A RECREATION OF THE JAN 1952 CAPACITY TABLE. (2) BY 24-HOUR CLOCK, TIME IS 2400(MIDN.) OF DAY INDICATED UNLESS OTHERWISE NOTED. AVERAGE FLOW OR CHANGE IN RESERVOIR CONTENTS ARE FOR PERIOD ENDING 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 1959 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 + ____ ____ _____ _________ ________ _____ ______ ________ _______ ______ 967.90 971.94 161432. 1 967.87 971.81 161068. -364. -184. 422. 238 2 967.84 971.66 160648. -420. -212. 424. 212 3 967.81 971.53 160284. -364. -184. 422. 238 4 967.78 971.38 159864. -420. -212. 424. 212 5 967.75 971.49 160172. 308. 155. 30. 185 6 967.72 971.63 160564. 392. 198. 30. 228 7 967.69 971.60 160480. -84. -42. 287. 245 8 967.67 971.53 160284. -196. -99. 287. 188 9 967.64 971.47 160116. -168. -85. 287. 202 10 967.61 971.40 159920. -196. -99. 288. 189 11 967.58 971.32 159696. -224. -113. 288. 175 12 967.55 971.58 160424. 728. 367. 30. 397 13 967.52 971.78 160984. 560. 282. 30. 312 14 967.49 971.74 160872. -112. -56. 287. 231 15 967.46 971.74 160872. 0. 0. 294. 294 16 967.43 971.67 160676. -196. -99. 287. 188 17 967.40 971.62 160536. -140. -71. 287. 216 18 967.37 971.72 160816. 280. 141. 287. 428 19 967.34 972.80 163840. 3024. 1525. 30. 1555 20 967.32 973.16 164880. 1040. 524. 30. 554 21 967.29 972.95 164260. -620. -313. 753. 440 22 967.26 972.52 163056. -1204. -607. 932. 325 23 967.23 972.08 161824. -1232. -621. 935. 314 24 967.20 971.62 160536. -1288. -649. 878. 229 25 967.17 971.84 161152. 616. 311. 30. 341 26 967.14 972.01 161628. 476. 240. 30. 270 27 967.11 972.17 162076. 448. 226. 30. 256 28 967.09 972.02 161656. -420. -212. 591. 379 29 967.06 971.81 161068. -588. -296. 588. 292 30 967.03 971.60 160480. -588. -296. 592. 296 31 967.00 971.36 159808. -672. -339. 590. 251 + ____________________________________________________________________________ TOTAL FOR MONTH................ -1624. 3969. -4789. 10700. 9880. NET CHANGE IN DAY-SECOND-FEET.. -819. -820. 820. AVERAGE FLOW IN C.F.S.......... -26. 345. 319. CHANGE IN CONTENTS FOR MO.(4).. -1624. (1) COMPUTATIONS BASED ON A RECREATION OF THE JAN 1952 CAPACITY TABLE. (2) BY 24-HOUR CLOCK, TIME IS 2400(MIDN.) OF DAY INDICATED UNLESS OTHERWISE NOTED. AVERAGE FLOW OR CHANGE IN RESERVOIR CONTENTS ARE FOR PERIOD ENDING AT TIME INDICATED. (3) BASED ON PROJECT RECORDS. DOES NOT INCLUDE EVAPORATION LOSSES. (4) BASED ON TOTAL CONTENTS AT BEGINNING AND END OF MONTH.