1 RESERVOIR INFLOW COMPUTATIONS (1) SMITH RIVER, VA. PHILPOTT LAKE JANUARY 1960 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 + ____ ____ _____ _________ ________ _____ ______ ________ _______ ______ 967.00 971.36 159808. 1 967.06 971.51 160228. 420. 212. 30. 242 2 967.13 971.69 160732. 504. 254. 30. 284 3 967.19 972.09 161852. 1120. 565. 30. 595 4 967.26 972.09 161852. 0. 0. 376. 376 5 967.32 972.10 161880. 28. 14. 377. 391 6 967.39 972.16 162048. 168. 85. 375. 460 7 967.45 972.19 162132. 84. 42. 376. 418 8 967.52 972.21 162188. 56. 28. 376. 404 9 967.58 972.46 162888. 700. 353. 30. 383 10 967.65 972.68 163504. 616. 311. 30. 341 11 967.71 972.47 162916. -588. -296. 593. 297 12 967.78 972.25 162300. -616. -311. 593. 282 13 967.84 972.05 161740. -560. -282. 593. 311 14 967.91 971.85 161180. -560. -282. 593. 311 15 967.97 971.59 160452. -728. -367. 592. 225 16 968.03 971.75 160900. 448. 226. 30. 256 17 968.10 971.89 161292. 392. 198. 30. 228 18 968.16 971.85 161180. -112. -56. 377. 321 19 968.23 971.73 160844. -336. -169. 376. 207 20 968.29 971.63 160564. -280. -141. 375. 234 21 968.36 971.53 160284. -280. -141. 375. 234 22 968.42 971.43 160004. -280. -141. 375. 234 23 968.48 971.53 160284. 280. 141. 30. 171 24 968.55 971.65 160620. 336. 169. 30. 199 25 968.61 971.53 160284. -336. -169. 406. 237 26 968.68 971.41 159948. -336. -169. 406. 237 27 968.74 971.32 159696. -252. -127. 406. 279 28 968.81 971.20 159360. -336. -169. 406. 237 29 968.87 971.09 159052. -308. -155. 408. 253 30 968.94 971.24 159472. 420. 212. 30. 242 31 969.00 971.45 160060. 588. 296. 30. 326 + ____________________________________________________________________________ TOTAL FOR MONTH................ 252. 3106. -2975. 9084. 9215. NET CHANGE IN DAY-SECOND-FEET.. 127. 131. 131. AVERAGE FLOW IN C.F.S.......... 4. 293. 297. CHANGE IN CONTENTS FOR MO.(4).. 252. (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 1960 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 + ____ ____ _____ _________ ________ _____ ______ ________ _______ ______ 969.00 971.45 160060. 1 969.07 971.45 160060. 0. 0. 289. 289 2 969.14 971.45 160060. 0. 0. 288. 288 3 969.21 971.41 159948. -112. -56. 288. 232 4 969.27 971.37 159836. -112. -56. 288. 232 5 969.34 972.51 163028. 3192. 1609. 288. 1897 6 969.41 973.25 165150. 2122. 1070. 30. 1100 7 969.48 973.61 166230. 1080. 545. 30. 575 8 969.55 973.49 165870. -360. -182. 585. 403 9 969.62 973.35 165450. -420. -212. 584. 372 10 969.69 973.78 166740. 1290. 650. 585. 1235 11 969.76 974.29 168212. 1472. 742. 865. 1607 12 969.82 973.96 167280. -932. -470. 1145. 675 13 969.89 974.55 168940. 1660. 837. 30. 867 14 969.96 974.87 169836. 896. 452. 30. 482 15 970.03 974.71 169388. -448. -226. 697. 471 16 970.10 974.53 168884. -504. -254. 698. 444 17 970.17 974.38 168464. -420. -212. 698. 486 18 970.24 974.90 169920. 1456. 734. 698. 1432 19 970.31 975.00 170200. 280. 141. 698. 839 20 970.38 975.00 170200. 0. 0. 696. 696 21 970.45 974.94 170032. -168. -85. 696. 611 22 970.51 974.81 169668. -364. -184. 698. 514 23 970.58 974.70 169360. -308. -155. 697. 542 24 970.65 974.58 169024. -336. -169. 698. 529 25 970.72 974.66 169248. 224. 113. 698. 811 26 970.79 974.63 169164. -84. -42. 698. 656 27 970.86 974.63 169164. 0. 0. 696. 696 28 970.93 974.48 168744. -420. -212. 698. 486 29 971.00 974.39 168492. -252. -127. 698. 571 + ____________________________________________________________________________ TOTAL FOR MONTH................ 8432. 6893. -2642. 15787. 20038. NET CHANGE IN DAY-SECOND-FEET.. 4251. 4251. 4251. AVERAGE FLOW IN C.F.S.......... 147. 544. 691. CHANGE IN CONTENTS FOR MO.(4).. 8432. (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 1960 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 + ____ ____ _____ _________ ________ _____ ______ ________ _______ ______ 971.00 974.39 168492. 1 971.06 974.25 168100. -392. -198. 697. 499 2 971.13 974.25 168100. 0. 0. 700. 700 3 971.19 974.12 167736. -364. -184. 698. 514 4 971.26 973.93 167190. -546. -275. 698. 423 5 971.32 973.73 166590. -600. -303. 696. 393 6 971.39 973.98 167340. 750. 378. 30. 408 7 971.45 973.78 166740. -600. -303. 698. 395 8 971.52 973.54 166020. -720. -363. 698. 335 9 971.58 973.35 165450. -570. -287. 698. 411 10 971.65 973.12 164760. -690. -348. 698. 350 11 971.71 972.87 164036. -724. -365. 703. 338 12 971.78 973.11 164730. 694. 350. 30. 380 13 971.84 973.30 165300. 570. 287. 30. 317 14 971.91 973.05 164550. -750. -378. 698. 320 15 971.97 972.83 163924. -626. -316. 704. 388 16 972.03 972.72 163616. -308. -155. 708. 553 17 972.10 972.56 163168. -448. -226. 708. 482 18 972.16 972.56 163168. 0. 0. 708. 708 19 972.23 972.86 164008. 840. 424. 30. 454 20 972.29 973.22 165060. 1052. 530. 30. 560 21 972.36 973.07 164610. -450. -227. 697. 470 22 972.42 972.93 164204. -406. -205. 697. 492 23 972.48 972.79 163812. -392. -198. 698. 500 24 972.55 972.69 163532. -280. -141. 699. 558 25 972.61 972.63 163364. -168. -85. 698. 613 26 972.68 972.90 164120. 756. 381. 30. 411 27 972.74 973.28 165240. 1120. 565. 30. 595 28 972.81 973.28 165240. 0. 0. 693. 693 29 972.87 973.50 165900. 660. 333. 689. 1022 30 972.94 974.79 169612. 3712. 1871. 689. 2560 31 973.00 975.20 170800. 1188. 599. 899. 1498 + ____________________________________________________________________________ TOTAL FOR MONTH................ 2308. 5718. -4557. 17179. 18340. NET CHANGE IN DAY-SECOND-FEET.. 1164. 1161. 1161. AVERAGE FLOW IN C.F.S.......... 37. 554. 592. CHANGE IN CONTENTS FOR MO.(4).. 2308. (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 1960 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 + ____ ____ _____ _________ ________ _____ ______ ________ _______ ______ 973.00 975.20 170800. 1 973.02 974.97 170116. -684. -345. 1343. 998 2 973.03 974.59 169052. -1064. -536. 1352. 816 3 973.05 974.26 168128. -924. -466. 1355. 889 4 973.07 974.04 167512. -616. -311. 1359. 1048 5 973.08 974.26 168128. 616. 311. 1360. 1671 6 973.10 974.12 167736. -392. -198. 1136. 938 7 973.12 974.19 167932. 196. 99. 694. 793 8 973.13 974.19 167932. 0. 0. 693. 693 9 973.15 974.12 167736. -196. -99. 695. 596 10 973.17 974.02 167456. -280. -141. 693. 552 11 973.18 973.90 167100. -356. -179. 695. 516 12 973.20 973.78 166740. -360. -182. 696. 514 13 973.22 973.64 166320. -420. -212. 696. 484 14 973.23 973.47 165810. -510. -257. 692. 435 15 973.25 973.27 165210. -600. -303. 692. 389 16 973.27 973.44 165720. 510. 257. 183. 440 17 973.28 973.65 166350. 630. 318. 30. 348 18 973.30 973.54 166020. -330. -166. 554. 388 19 973.32 973.31 165330. -690. -348. 691. 343 20 973.33 973.06 164580. -750. -378. 688. 310 21 973.35 972.82 163896. -684. -345. 696. 351 22 973.37 972.59 163252. -644. -325. 703. 378 23 973.38 972.80 163840. 588. 296. 30. 326 24 973.40 973.01 164430. 590. 297. 30. 327 25 973.42 973.04 164520. 90. 45. 286. 331 26 973.43 973.04 164520. 0. 0. 287. 287 27 973.45 973.09 164670. 150. 76. 287. 363 28 973.47 973.12 164760. 90. 45. 287. 332 29 973.48 973.12 164760. 0. 0. 285. 285 30 973.50 973.33 165390. 630. 318. 30. 348 + ____________________________________________________________________________ TOTAL FOR MONTH................ -5410. 2062. -4791. 19218. 16489. NET CHANGE IN DAY-SECOND-FEET.. -2728. -2729. 2729. AVERAGE FLOW IN C.F.S.......... -91. 641. 550. CHANGE IN CONTENTS FOR MO.(4).. -5410. (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 1960 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 + ____ ____ _____ _________ ________ _____ ______ ________ _______ ______ 973.50 973.33 165390. 1 973.50 973.54 166020. 630. 318. 30. 348 2 973.50 973.54 166020. 0. 0. 286. 286 3 973.50 973.54 166020. 0. 0. 285. 285 4 973.50 973.54 166020. 0. 0. 286. 286 5 973.50 973.50 165900. -120. -61. 285. 224 6 973.50 973.50 165900. 0. 0. 286. 286 7 973.50 973.71 166530. 630. 318. 30. 348 8 973.50 974.48 168744. 2214. 1116. 30. 1146 9 973.50 974.32 168296. -448. -226. 687. 461 10 973.50 974.10 167680. -616. -311. 687. 376 11 973.50 973.86 166980. -700. -353. 688. 335 12 973.50 973.64 166320. -660. -333. 688. 355 13 973.50 973.40 165600. -720. -363. 688. 325 14 973.50 973.58 166140. 540. 272. 30. 302 15 973.50 973.77 166710. 570. 287. 30. 317 16 973.50 973.77 166710. 0. 0. 285. 285 17 973.50 973.77 166710. 0. 0. 286. 286 18 973.50 973.77 166710. 0. 0. 285. 285 19 973.50 973.77 166710. 0. 0. 285. 285 20 973.50 973.75 166650. -60. -30. 285. 255 21 973.50 973.90 167100. 450. 227. 30. 257 22 973.50 974.04 167512. 412. 208. 30. 238 23 973.50 973.93 167190. -322. -162. 391. 229 24 973.50 973.82 166860. -330. -166. 391. 225 25 973.50 973.74 166620. -240. -121. 390. 269 26 973.50 973.70 166500. -120. -61. 391. 330 27 973.50 974.11 167708. 1208. 609. 389. 998 28 973.50 974.44 168632. 924. 466. 30. 496 29 973.50 974.69 169332. 700. 353. 30. 383 30 973.50 974.46 168688. -644. -325. 611. 286 31 973.50 974.17 167876. -812. -409. 690. 281 + ____________________________________________________________________________ TOTAL FOR MONTH................ 2486. 4174. -2921. 9815. 11068. NET CHANGE IN DAY-SECOND-FEET.. 1253. 1253. 1253. AVERAGE FLOW IN C.F.S.......... 40. 317. 357. CHANGE IN CONTENTS FOR MO.(4).. 2486. (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 1960 ELEVATION,NGVD29 TOTAL CHANGE IN CONTENTS FLOW, CFS + ________________ __________________ _________ (2) RULE RESERVOIR CONTENTS ACRE - DAY-SEC-FEET (3) DATE HOUR CURVE LEVEL AF FEET STORED DRAWDOWN OUTFLOW INFLOW + ____ ____ _____ _________ ________ _____ ______ ________ _______ ______ 973.50 974.17 167876. 1 973.47 973.86 166980. -896. -452. 689. 237 2 973.43 973.63 166290. -690. -348. 689. 341 3 973.40 973.50 165900. -390. -197. 691. 494 4 973.37 973.70 166500. 600. 303. 30. 333 5 973.33 973.87 167010. 510. 257. 30. 287 6 973.30 973.83 166890. -120. -61. 370. 309 7 973.27 973.75 166650. -240. -121. 369. 248 8 973.23 973.62 166260. -390. -197. 370. 173 9 973.20 973.51 165930. -330. -166. 371. 205 10 973.17 973.40 165600. -330. -166. 375. 209 11 973.13 973.50 165900. 300. 151. 30. 181 12 973.10 973.63 166290. 390. 197. 30. 227 13 973.07 973.60 166200. -90. -45. 288. 243 14 973.03 973.56 166080. -120. -61. 288. 227 15 973.00 973.53 165990. -90. -45. 287. 242 16 972.97 973.47 165810. -180. -91. 288. 197 17 972.93 973.40 165600. -210. -106. 285. 179 18 972.90 973.48 165840. 240. 121. 30. 151 19 972.87 973.58 166140. 300. 151. 30. 181 20 972.83 973.51 165930. -210. -106. 286. 180 21 972.80 973.46 165780. -150. -76. 287. 211 22 972.77 973.45 165750. -30. -15. 285. 270 23 972.73 973.42 165660. -90. -45. 287. 242 24 972.70 973.36 165480. -180. -91. 285. 194 25 972.67 973.44 165720. 240. 121. 30. 151 26 972.63 973.52 165960. 240. 121. 30. 151 27 972.60 973.44 165720. -240. -121. 285. 164 28 972.57 973.36 165480. -240. -121. 285. 164 29 972.53 973.30 165300. -180. -91. 287. 196 30 972.50 973.19 164970. -330. -166. 332. 166 + ____________________________________________________________________________ TOTAL FOR MONTH................ -2906. 1422. -2888. 8219. 6753. NET CHANGE IN DAY-SECOND-FEET.. -1465. -1466. 1466. AVERAGE FLOW IN C.F.S.......... -49. 274. 225. CHANGE IN CONTENTS FOR MO.(4).. -2906. (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 1960 ELEVATION,NGVD29 TOTAL CHANGE IN CONTENTS FLOW, CFS + ________________ __________________ _________ (2) RULE RESERVOIR CONTENTS ACRE - DAY-SEC-FEET (3) DATE HOUR CURVE LEVEL AF FEET STORED DRAWDOWN OUTFLOW INFLOW + ____ ____ _____ _________ ________ _____ ______ ________ _______ ______ 972.50 973.19 164970. 1 972.47 973.18 164940. -30. -15. 277. 262 2 972.44 973.29 165270. 330. 166. 30. 196 3 972.40 973.38 165540. 270. 136. 30. 166 4 972.37 973.29 165270. -270. -136. 278. 142 5 972.34 973.20 165000. -270. -136. 277. 141 6 972.31 973.09 164670. -330. -166. 278. 112 7 972.28 972.98 164344. -326. -164. 278. 114 8 972.24 972.87 164036. -308. -155. 281. 126 9 972.21 972.92 164176. 140. 71. 30. 101 10 972.18 973.03 164490. 314. 158. 30. 188 11 972.15 972.95 164260. -230. -116. 279. 163 12 972.12 972.84 163952. -308. -155. 283. 128 13 972.08 972.75 163700. -252. -127. 279. 152 14 972.05 972.65 163420. -280. -141. 280. 139 15 972.02 972.53 163084. -336. -169. 282. 113 16 971.99 972.58 163224. 140. 71. 30. 101 17 971.95 972.65 163420. 196. 99. 30. 129 18 971.92 972.54 163112. -308. -155. 283. 128 19 971.89 972.43 162804. -308. -155. 280. 125 20 971.86 972.31 162468. -336. -169. 281. 112 21 971.82 972.17 162076. -392. -198. 281. 83 22 971.79 972.04 161712. -364. -184. 283. 99 23 971.76 972.10 161880. 168. 85. 30. 115 24 971.73 972.15 162020. 140. 71. 30. 101 25 971.69 972.15 162020. 0. 0. 365. 365 26 971.66 972.04 161712. -308. -155. 339. 184 27 971.63 972.08 161824. 112. 56. 340. 396 28 971.60 971.95 161460. -364. -184. 338. 154 29 971.56 971.81 161068. -392. -198. 340. 142 30 971.53 971.86 161208. 140. 71. 30. 101 31 971.50 971.93 161404. 196. 99. 30. 129 + ____________________________________________________________________________ TOTAL FOR MONTH................ -3566. 1083. -2878. 6502. 4707. NET CHANGE IN DAY-SECOND-FEET.. -1798. -1795. 1795. AVERAGE FLOW IN C.F.S.......... -58. 210. 152. CHANGE IN CONTENTS FOR MO.(4).. -3566. (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 1960 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 + ____ ____ _____ _________ ________ _____ ______ ________ _______ ______ 971.60 971.93 161404. 1 971.57 971.85 161180. -224. -113. 220. 107 2 971.54 971.77 160956. -224. -113. 219. 106 3 971.50 971.69 160732. -224. -113. 219. 106 4 971.47 971.61 160508. -224. -113. 219. 106 5 971.44 971.51 160228. -280. -141. 219. 78 6 971.41 971.72 160816. 588. 296. 30. 326 7 971.38 971.81 161068. 252. 127. 30. 157 8 971.34 971.73 160844. -224. -113. 219. 106 9 971.31 971.64 160592. -252. -127. 219. 92 10 971.28 971.57 160396. -196. -99. 217. 118 11 971.25 971.49 160172. -224. -113. 215. 102 12 971.22 971.58 160424. 252. 127. 212. 339 13 971.18 971.86 161208. 784. 395. 20. 415 14 971.15 971.95 161460. 252. 127. 20. 147 15 971.12 971.91 161348. -112. -56. 213. 157 16 971.09 971.84 161152. -196. -99. 217. 118 17 971.05 971.75 160900. -252. -127. 219. 92 18 971.02 971.70 160760. -140. -71. 220. 149 19 970.99 971.60 160480. -280. -141. 220. 79 20 970.96 971.65 160620. 140. 71. 30. 101 21 970.92 971.78 160984. 364. 184. 30. 214 22 970.89 972.06 161768. 784. 395. 219. 614 23 970.86 972.08 161824. 56. 28. 219. 247 24 970.83 972.04 161712. -112. -56. 219. 163 25 970.79 971.96 161488. -224. -113. 218. 105 26 970.76 971.99 161572. 84. 42. 68. 110 27 970.73 972.05 161740. 168. 85. 30. 115 28 970.70 972.11 161908. 168. 85. 30. 115 29 970.66 972.03 161684. -224. -113. 221. 108 30 970.63 971.95 161460. -224. -113. 220. 107 31 970.60 971.87 161236. -224. -113. 220. 107 + ____________________________________________________________________________ TOTAL FOR MONTH................ -168. 1962. -2047. 5091. 5006. NET CHANGE IN DAY-SECOND-FEET.. -85. -85. 85. AVERAGE FLOW IN C.F.S.......... -3. 164. 161. CHANGE IN CONTENTS FOR MO.(4).. -168. (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 1960 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 + ____ ____ _____ _________ ________ _____ ______ ________ _______ ______ 970.60 971.87 161236. 1 970.57 971.75 160900. -336. -169. 283. 114 2 970.54 971.71 160788. -112. -56. 282. 226 3 970.51 971.78 160984. 196. 99. 30. 129 4 970.48 971.84 161152. 168. 85. 30. 115 5 970.45 971.71 160788. -364. -184. 283. 99 6 970.42 971.60 160480. -308. -155. 283. 128 7 970.39 971.45 160060. -420. -212. 281. 69 8 970.36 971.31 159668. -392. -198. 281. 83 9 970.33 971.18 159304. -364. -184. 282. 98 10 970.30 971.25 159500. 196. 99. 30. 129 11 970.27 971.37 159836. 336. 169. 30. 199 12 970.24 971.25 159500. -336. -169. 281. 112 13 970.21 971.10 159080. -420. -212. 282. 70 14 970.18 970.95 158665. -415. -209. 283. 74 15 970.15 970.80 158260. -405. -204. 285. 81 16 970.12 970.66 157882. -378. -191. 285. 94 17 970.09 970.70 157990. 108. 54. 30. 84 18 970.06 971.20 159360. 1370. 691. 30. 721 19 970.03 971.25 159500. 140. 71. 340. 411 20 970.00 971.21 159388. -112. -56. 283. 227 21 969.97 971.12 159136. -252. -127. 280. 153 22 969.94 971.01 158828. -308. -155. 281. 126 23 969.91 970.91 158557. -271. -137. 285. 148 24 969.88 970.96 158692. 135. 68. 30. 98 25 969.85 971.01 158828. 136. 69. 30. 99 26 969.82 970.90 158530. -298. -150. 286. 136 27 969.79 970.77 158179. -351. -177. 284. 107 28 969.76 970.65 157855. -324. -163. 284. 121 29 969.73 970.58 157666. -189. -95. 285. 190 30 969.70 970.51 157477. -189. -95. 285. 190 + ____________________________________________________________________________ TOTAL FOR MONTH................ -3759. 1405. -3298. 6524. 4631. NET CHANGE IN DAY-SECOND-FEET.. -1895. -1893. 1893. AVERAGE FLOW IN C.F.S.......... -63. 217. 154. CHANGE IN CONTENTS FOR MO.(4).. -3759. (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 1960 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 + ____ ____ _____ _________ ________ _____ ______ ________ _______ ______ 969.70 970.51 157477. 1 969.67 970.59 157693. 216. 109. 30. 139 2 969.64 970.70 157990. 297. 150. 30. 180 3 969.61 970.59 157693. -297. -150. 285. 135 4 969.58 970.51 157477. -216. -109. 285. 176 5 969.55 970.41 157207. -270. -136. 284. 148 6 969.52 970.37 157099. -108. -54. 285. 231 7 969.49 970.27 156829. -270. -136. 284. 148 8 969.47 970.38 157126. 297. 150. 30. 180 9 969.44 970.47 157369. 243. 123. 30. 153 10 969.41 970.38 157126. -243. -123. 283. 160 11 969.38 970.27 156829. -297. -150. 283. 133 12 969.35 970.15 156505. -324. -163. 284. 121 13 969.32 970.04 156208. -297. -150. 284. 134 14 969.29 969.93 155912. -296. -149. 281. 132 15 969.26 970.00 156100. 188. 95. 30. 125 16 969.23 970.07 156289. 189. 95. 30. 125 17 969.20 969.94 155939. -350. -176. 308. 132 18 969.17 969.78 155508. -431. -217. 307. 90 19 969.14 969.62 155078. -430. -217. 308. 91 20 969.12 969.72 155347. 269. 136. 307. 443 21 969.09 969.59 154997. -350. -176. 306. 130 22 969.06 969.63 155105. 108. 54. 30. 84 23 969.03 969.70 155293. 188. 95. 30. 125 24 969.00 969.54 154863. -430. -217. 306. 89 25 968.97 969.40 154486. -377. -190. 307. 117 26 968.94 969.21 153975. -511. -258. 307. 49 27 968.91 969.11 153706. -269. -136. 307. 171 28 968.89 968.97 153330. -376. -190. 309. 119 29 968.86 969.01 153437. 107. 54. 30. 84 30 968.83 969.08 153625. 188. 95. 30. 125 31 968.80 969.02 153464. -161. -81. 310. 229 + ____________________________________________________________________________ TOTAL FOR MONTH................ -4013. 1156. -3178. 6520. 4498. NET CHANGE IN DAY-SECOND-FEET.. -2023. -2022. 2022. AVERAGE FLOW IN C.F.S.......... -65. 210. 145. CHANGE IN CONTENTS FOR MO.(4).. -4013. (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 1960 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 + ____ ____ _____ _________ ________ _____ ______ ________ _______ ______ 968.80 969.02 153464. 1 968.77 969.02 153464. 0. 0. 229. 229 2 968.74 968.91 153171. -293. -148. 230. 82 3 968.71 968.82 152931. -240. -121. 230. 109 4 968.68 968.71 152639. -292. -147. 230. 83 5 968.65 968.77 152798. 159. 80. 30. 110 6 968.62 968.81 152905. 107. 54. 30. 84 7 968.59 968.71 152639. -266. -134. 230. 96 8 968.56 968.61 152373. -266. -134. 230. 96 9 968.53 968.52 152133. -240. -121. 230. 109 10 968.50 968.42 151867. -266. -134. 231. 97 11 968.47 968.32 151601. -266. -134. 230. 96 12 968.44 968.35 151681. 80. 40. 30. 70 13 968.41 968.41 151841. 160. 81. 35. 116 14 968.38 968.32 151601. -240. -121. 227. 106 15 968.35 968.23 151362. -239. -120. 226. 106 16 968.32 968.13 151096. -266. -134. 225. 91 17 968.29 968.04 150856. -240. -121. 225. 104 18 968.26 967.95 150618. -238. -120. 225. 105 19 968.23 967.98 150697. 79. 40. 20. 60 20 968.20 968.03 150830. 133. 67. 20. 87 21 968.17 967.94 150592. -238. -120. 225. 105 22 968.14 967.85 150354. -238. -120. 225. 105 23 968.11 967.76 150116. -238. -120. 225. 105 24 968.08 967.66 149852. -264. -133. 225. 92 25 968.05 967.57 149615. -237. -119. 225. 106 26 968.02 967.60 149694. 79. 40. 20. 60 27 967.99 967.66 149852. 158. 80. 20. 100 28 967.96 967.55 149562. -290. -146. 247. 101 29 967.93 967.45 149298. -264. -133. 250. 117 30 967.90 967.35 149034. -264. -133. 226. 93 + ____________________________________________________________________________ TOTAL FOR MONTH................ -4430. 482. -2713. 5251. 3020. NET CHANGE IN DAY-SECOND-FEET.. -2233. -2231. 2231. AVERAGE FLOW IN C.F.S.......... -74. 175. 101. CHANGE IN CONTENTS FOR MO.(4).. -4430. (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 1960 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 + ____ ____ _____ _________ ________ _____ ______ ________ _______ ______ 967.90 967.35 149034. 1 967.87 967.24 148744. -290. -146. 211. 65 2 967.84 967.15 148506. -238. -120. 210. 90 3 967.81 967.19 148612. 106. 53. 20. 73 4 967.78 967.23 148717. 105. 53. 20. 73 5 967.75 967.15 148506. -211. -106. 210. 104 6 967.72 967.06 148268. -238. -120. 210. 90 7 967.69 966.96 148005. -263. -133. 211. 78 8 967.67 966.85 147717. -288. -145. 210. 65 9 967.64 966.76 147481. -236. -119. 211. 92 10 967.61 966.80 147586. 105. 53. 20. 73 11 967.58 967.04 148216. 630. 318. 20. 338 12 967.55 967.04 148216. 0. 0. 212. 212 13 967.52 966.92 147900. -316. -159. 210. 51 14 967.49 966.83 147665. -235. -118. 211. 93 15 967.46 966.77 147507. -158. -80. 210. 130 16 967.43 966.68 147272. -235. -118. 211. 93 17 967.40 966.74 147429. 157. 79. 20. 99 18 967.37 966.79 147560. 131. 66. 20. 86 19 967.34 966.69 147298. -262. -132. 233. 101 20 967.32 966.59 147036. -262. -132. 233. 101 21 967.29 966.52 146852. -184. -93. 211. 118 22 967.26 966.41 146564. -288. -145. 210. 65 23 967.23 966.31 146302. -262. -132. 213. 81 24 967.20 966.36 146433. 131. 66. 20. 86 25 967.17 966.40 146538. 105. 53. 20. 73 26 967.14 966.33 146355. -183. -92. 211. 119 27 967.11 966.25 146145. -210. -106. 213. 107 28 967.09 966.15 145883. -262. -132. 213. 81 29 967.06 966.08 145700. -183. -92. 213. 121 30 967.03 966.01 145516. -184. -93. 213. 120 31 967.00 966.09 145726. 210. 106. 20. 126 + ____________________________________________________________________________ TOTAL FOR MONTH................ -3308. 847. -2513. 4870. 3204. NET CHANGE IN DAY-SECOND-FEET.. -1668. -1666. 1666. AVERAGE FLOW IN C.F.S.......... -54. 157. 103. CHANGE IN CONTENTS FOR MO.(4).. -3308. (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 1961 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 + ____ ____ _____ _________ ________ _____ ______ ________ _______ ______ 967.00 966.09 145726. 1 967.06 966.32 146328. 602. 304. 20. 324 2 967.13 966.26 146171. -157. -79. 213. 134 3 967.19 966.18 145962. -209. -105. 213. 108 4 967.26 966.12 145804. -158. -80. 213. 133 5 967.32 966.05 145621. -183. -92. 213. 121 6 967.39 965.96 145386. -235. -118. 214. 96 7 967.45 966.02 145542. 156. 79. 20. 99 8 967.52 966.09 145726. 184. 93. 20. 113 9 967.58 965.98 145438. -288. -145. 213. 68 10 967.65 965.88 145179. -259. -131. 213. 82 11 967.71 965.79 144946. -233. -117. 213. 96 12 967.78 965.70 144713. -233. -117. 213. 96 13 967.84 965.61 144480. -233. -117. 213. 96 14 967.91 965.74 144817. 337. 170. 20. 190 15 967.97 966.40 146538. 1721. 868. 20. 888 16 968.03 966.61 147088. 550. 277. 232. 509 17 968.10 966.66 147219. 131. 66. 233. 299 18 968.16 966.69 147298. 79. 40. 210. 250 19 968.23 966.75 147455. 157. 79. 211. 290 20 968.29 966.75 147455. 0. 0. 211. 211 21 968.36 966.86 147743. 288. 145. 20. 165 22 968.42 966.92 147900. 157. 79. 20. 99 23 968.48 966.92 147900. 0. 0. 210. 210 24 968.55 966.85 147717. -183. -92. 211. 119 25 968.61 966.77 147507. -210. -106. 210. 104 26 968.68 966.72 147376. -131. -66. 211. 145 27 968.74 966.66 147219. -157. -79. 211. 132 28 968.81 966.72 147376. 157. 79. 20. 99 29 968.87 966.80 147586. 210. 106. 20. 126 30 968.94 966.74 147429. -157. -79. 211. 132 31 969.00 966.67 147245. -184. -93. 210. 117 + ____________________________________________________________________________ TOTAL FOR MONTH................ 1519. 2385. -1616. 4882. 5651. NET CHANGE IN DAY-SECOND-FEET.. 766. 769. 769. AVERAGE FLOW IN C.F.S.......... 25. 157. 182. CHANGE IN CONTENTS FOR MO.(4).. 1519. (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 1961 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 + ____ ____ _____ _________ ________ _____ ______ ________ _______ ______ 969.00 966.67 147245. 1 969.07 966.57 146983. -262. -132. 231. 99 2 969.14 966.50 146800. -183. -92. 232. 140 3 969.21 966.43 146617. -183. -92. 232. 140 4 969.29 966.51 146826. 209. 105. 20. 125 5 969.36 966.56 146957. 131. 66. 20. 86 6 969.43 966.49 146774. -183. -92. 233. 141 7 969.50 966.45 146669. -105. -53. 232. 179 8 969.57 966.42 146590. -79. -40. 232. 192 9 969.64 966.36 146433. -157. -79. 233. 154 10 969.71 966.29 146250. -183. -92. 234. 142 11 969.78 966.40 146538. 288. 145. 20. 165 12 969.86 966.57 146983. 445. 224. 20. 244 13 969.93 966.67 147245. 262. 132. 235. 367 14 970.00 966.67 147245. 0. 0. 234. 234 15 970.07 966.72 147376. 131. 66. 233. 299 16 970.14 966.72 147376. 0. 0. 233. 233 17 970.21 966.71 147350. -26. -13. 235. 222 18 970.28 966.94 147953. 603. 304. 20. 324 19 970.36 967.27 148823. 870. 439. 15. 454 20 970.43 967.41 149192. 369. 186. 234. 420 21 970.50 967.68 149905. 713. 359. 234. 593 22 970.57 967.84 150328. 423. 213. 234. 447 23 970.64 968.60 152346. 2018. 1017. 233. 1250 24 970.71 968.81 152905. 559. 282. 235. 517 25 970.79 969.81 155589. 2684. 1353. 20. 1373 26 970.86 970.32 156964. 1375. 693. 20. 713 27 970.93 970.47 157369. 405. 204. 230. 434 28 971.00 970.63 157801. 432. 218. 230. 448 + ____________________________________________________________________________ TOTAL FOR MONTH................ 10556. 6006. -685. 4814. 10135. NET CHANGE IN DAY-SECOND-FEET.. 5322. 5321. 5321. AVERAGE FLOW IN C.F.S.......... 190. 172. 362. CHANGE IN CONTENTS FOR MO.(4).. 10556. (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 1961 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 + ____ ____ _____ _________ ________ _____ ______ ________ _______ ______ 971.00 970.63 157801. 1 971.06 970.63 157801. 0. 0. 275. 275 2 971.13 970.63 157801. 0. 0. 275. 275 3 971.19 970.63 157801. 0. 0. 275. 275 4 971.26 970.79 158233. 432. 218. 20. 238 5 971.32 970.94 158638. 405. 204. 20. 224 6 971.39 970.94 158638. 0. 0. 275. 275 7 971.45 970.88 158476. -162. -82. 275. 193 8 971.52 971.39 159892. 1416. 714. 275. 989 9 971.58 971.54 160312. 420. 212. 274. 486 10 971.65 971.64 160592. 280. 141. 272. 413 11 971.71 971.82 161096. 504. 254. 20. 274 12 971.78 972.00 161600. 504. 254. 20. 274 13 971.84 972.07 161796. 196. 99. 271. 370 14 971.91 972.26 162328. 532. 268. 276. 544 15 971.97 972.36 162608. 280. 141. 278. 419 16 972.03 972.36 162608. 0. 0. 278. 278 17 972.10 972.36 162608. 0. 0. 278. 278 18 972.16 972.57 163196. 588. 296. 30. 326 19 972.23 972.77 163756. 560. 282. 30. 312 20 972.29 972.77 163756. 0. 0. 279. 279 21 972.36 973.18 164940. 1184. 597. 279. 876 22 972.42 973.74 166620. 1680. 847. 275. 1122 23 972.48 973.74 166620. 0. 0. 553. 553 24 972.55 973.72 166560. -60. -30. 550. 520 25 972.61 973.93 167190. 630. 318. 30. 348 26 972.68 974.14 167792. 602. 304. 30. 334 27 972.74 973.96 167280. -512. -258. 578. 320 28 972.81 973.79 166770. -510. -257. 578. 321 29 972.87 973.57 166110. -660. -333. 577. 244 30 972.94 973.33 165390. -720. -363. 580. 217 31 973.00 973.49 165870. 480. 242. 583. 825 + ____________________________________________________________________________ TOTAL FOR MONTH................ 8069. 5391. -1323. 8609. 12677. NET CHANGE IN DAY-SECOND-FEET.. 4068. 4068. 4068. AVERAGE FLOW IN C.F.S.......... 131. 278. 409. CHANGE IN CONTENTS FOR MO.(4).. 8069. (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 1961 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 + ____ ____ _____ _________ ________ _____ ______ ________ _______ ______ 973.00 973.49 165870. 1 973.02 973.80 166800. 930. 469. 172. 641 2 973.03 974.10 167680. 880. 444. 30. 474 3 973.05 974.10 167680. 0. 0. 438. 438 4 973.07 974.00 167400. -280. -141. 437. 296 5 973.08 973.93 167190. -210. -106. 437. 331 6 973.10 973.82 166860. -330. -166. 439. 273 7 973.12 973.69 166470. -390. -197. 442. 245 8 973.13 973.83 166890. 420. 212. 30. 242 9 973.15 974.30 168240. 1350. 681. 30. 711 10 973.17 974.72 169416. 1176. 593. 843. 1436 11 973.18 974.32 168296. -1120. -565. 1203. 638 12 973.20 974.34 168352. 56. 28. 693. 721 13 973.22 974.45 168660. 308. 155. 860. 1015 14 973.23 973.92 167160. -1500. -756. 1372. 616 15 973.25 974.03 167484. 324. 163. 309. 472 16 973.27 974.95 170060. 2576. 1299. 30. 1329 17 973.28 974.87 169836. -224. -113. 766. 653 18 973.30 974.55 168940. -896. -452. 1023. 571 19 973.32 974.20 167960. -980. -494. 967. 473 20 973.33 973.99 167370. -590. -297. 694. 397 21 973.35 973.80 166800. -570. -287. 695. 408 22 973.37 974.04 167512. 712. 359. 30. 389 23 973.38 974.27 168156. 644. 325. 30. 355 24 973.40 974.23 168044. -112. -56. 373. 317 25 973.42 974.16 167848. -196. -99. 374. 275 26 973.43 974.07 167596. -252. -127. 374. 247 27 973.45 974.01 167428. -168. -85. 374. 289 28 973.47 973.92 167160. -268. -135. 375. 240 29 973.48 974.03 167484. 324. 163. 30. 193 30 973.50 974.17 167876. 392. 198. 30. 228 + ____________________________________________________________________________ TOTAL FOR MONTH................ 2006. 5089. -4076. 13900. 14913. NET CHANGE IN DAY-SECOND-FEET.. 1011. 1013. 1013. AVERAGE FLOW IN C.F.S.......... 34. 463. 497. CHANGE IN CONTENTS FOR MO.(4).. 2006. (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 1961 ELEVATION,NGVD29 TOTAL CHANGE IN CONTENTS FLOW, CFS + ________________ __________________ _________ (2) RULE RESERVOIR CONTENTS ACRE - DAY-SEC-FEET (3) DATE HOUR CURVE LEVEL AF FEET STORED DRAWDOWN OUTFLOW INFLOW + ____ ____ _____ _________ ________ _____ ______ ________ _______ ______ 973.50 974.17 167876. 1 973.50 974.10 167680. -196. -99. 441. 342 2 973.50 973.94 167220. -460. -232. 443. 211 3 973.50 973.80 166800. -420. -212. 446. 234 4 973.50 973.62 166260. -540. -272. 448. 176 5 973.50 973.48 165840. -420. -212. 445. 233 6 973.50 973.60 166200. 360. 182. 30. 212 7 973.50 973.75 166650. 450. 227. 30. 257 8 973.50 973.77 166710. 60. 30. 237. 267 9 973.50 973.77 166710. 0. 0. 236. 236 10 973.50 973.77 166710. 0. 0. 238. 238 11 973.50 974.28 168184. 1474. 743. 233. 976 12 973.50 975.00 170200. 2016. 1016. 691. 1707 13 973.50 974.96 170088. -112. -56. 798. 742 14 973.50 975.20 170800. 712. 359. 181. 540 15 973.50 975.02 170260. -540. -272. 690. 418 16 973.50 974.81 169668. -592. -298. 690. 392 17 973.50 974.56 168968. -700. -353. 690. 337 18 973.50 974.30 168240. -728. -367. 690. 323 19 973.50 974.02 167456. -784. -395. 689. 294 20 973.50 974.18 167904. 448. 226. 30. 256 21 973.50 974.33 168324. 420. 212. 30. 242 22 973.50 974.12 167736. -588. -296. 540. 244 23 973.50 973.92 167160. -576. -290. 540. 250 24 973.50 973.70 166500. -660. -333. 546. 213 25 973.50 973.46 165780. -720. -363. 548. 185 26 973.50 973.29 165270. -510. -257. 551. 294 27 973.50 973.41 165630. 360. 182. 30. 212 28 973.50 973.52 165960. 330. 166. 30. 196 29 973.50 973.55 166050. 90. 45. 183. 228 30 973.50 973.66 166380. 330. 166. 30. 196 31 973.50 973.66 166380. 0. 0. 183. 183 + ____________________________________________________________________________ TOTAL FOR MONTH................ -1496. 3554. -4307. 11587. 10834. NET CHANGE IN DAY-SECOND-FEET.. -754. -753. 753. AVERAGE FLOW IN C.F.S.......... -24. 374. 349. CHANGE IN CONTENTS FOR MO.(4).. -1496. (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 1961 ELEVATION,NGVD29 TOTAL CHANGE IN CONTENTS FLOW, CFS + ________________ __________________ _________ (2) RULE RESERVOIR CONTENTS ACRE - DAY-SEC-FEET (3) DATE HOUR CURVE LEVEL AF FEET STORED DRAWDOWN OUTFLOW INFLOW + ____ ____ _____ _________ ________ _____ ______ ________ _______ ______ 973.50 973.66 166380. 1 973.50 973.66 166380. 0. 0. 183. 183 2 973.50 973.66 166380. 0. 0. 183. 183 3 973.50 973.80 166800. 420. 212. 30. 242 4 973.50 973.91 167130. 330. 166. 30. 196 5 973.50 973.82 166860. -270. -136. 286. 150 6 973.50 973.82 166860. 0. 0. 287. 287 7 973.50 973.76 166680. -180. -91. 287. 196 8 973.50 973.71 166530. -150. -76. 287. 211 9 973.50 973.69 166470. -60. -30. 289. 259 10 973.50 973.88 167040. 570. 287. 30. 317 11 973.50 974.02 167456. 416. 210. 30. 240 12 973.50 974.00 167400. -56. -28. 282. 254 13 973.50 973.95 167250. -150. -76. 282. 206 14 973.50 973.87 167010. -240. -121. 283. 162 15 973.50 973.90 167100. 90. 45. 284. 329 16 973.50 973.86 166980. -120. -61. 284. 223 17 973.50 973.96 167280. 300. 151. 30. 181 18 973.50 974.05 167540. 260. 131. 30. 161 19 973.50 973.92 167160. -380. -192. 335. 143 20 973.50 973.80 166800. -360. -182. 338. 156 21 973.50 974.26 168128. 1328. 670. 557. 1227 22 973.50 974.20 167960. -168. -85. 579. 494 23 973.50 974.04 167512. -448. -226. 578. 352 24 973.50 974.24 168072. 560. 282. 30. 312 25 973.50 974.38 168464. 392. 198. 30. 228 26 973.50 974.32 168296. -168. -85. 438. 353 27 973.50 974.20 167960. -336. -169. 438. 269 28 973.50 974.07 167596. -364. -184. 438. 254 29 973.50 973.90 167100. -496. -250. 438. 188 30 973.50 973.74 166620. -480. -242. 442. 200 + ____________________________________________________________________________ TOTAL FOR MONTH................ 240. 2352. -2234. 8038. 8156. NET CHANGE IN DAY-SECOND-FEET.. 121. 118. 118. AVERAGE FLOW IN C.F.S.......... 4. 268. 272. CHANGE IN CONTENTS FOR MO.(4).. 240. (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 1961 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 + ____ ____ _____ _________ ________ _____ ______ ________ _______ ______ 973.50 973.74 166620. 1 973.50 973.82 166860. 240. 121. 30. 151 2 973.50 973.92 167160. 300. 151. 30. 181 3 973.50 973.77 166710. -450. -227. 391. 164 4 973.50 973.84 166920. 210. 106. 30. 136 5 973.50 973.67 166410. -510. -257. 393. 136 6 973.50 973.51 165930. -480. -242. 393. 151 7 973.50 973.43 165690. -240. -121. 392. 271 8 973.50 973.55 166050. 360. 182. 30. 212 9 973.50 973.62 166260. 210. 106. 30. 136 10 973.50 973.58 166140. -120. -61. 182. 121 11 973.50 973.54 166020. -120. -61. 182. 121 12 973.50 973.56 166080. 60. 30. 182. 212 13 973.50 973.56 166080. 0. 0. 182. 182 14 973.50 973.54 166020. -60. -30. 182. 152 15 973.50 973.66 166380. 360. 182. 30. 212 16 973.50 973.73 166590. 210. 106. 30. 136 17 973.50 973.71 166530. -60. -30. 231. 201 18 973.50 973.64 166320. -210. -106. 227. 121 19 973.50 973.60 166200. -120. -61. 227. 166 20 973.50 973.56 166080. -120. -61. 228. 167 21 973.50 973.52 165960. -120. -61. 228. 167 22 973.50 973.70 166500. 540. 272. 20. 292 23 973.50 973.82 166860. 360. 182. 20. 202 24 973.50 973.89 167070. 210. 106. 174. 280 25 973.50 973.89 167070. 0. 0. 172. 172 26 973.50 973.87 167010. -60. -30. 176. 146 27 973.50 973.84 166920. -90. -45. 173. 128 28 973.50 973.81 166830. -90. -45. 175. 130 29 973.50 973.94 167220. 390. 197. 20. 217 30 973.50 974.00 167400. 180. 91. 20. 111 31 973.50 973.93 167190. -210. -106. 225. 119 + ____________________________________________________________________________ TOTAL FOR MONTH................ 570. 1832. -1544. 5005. 5293. NET CHANGE IN DAY-SECOND-FEET.. 287. 288. 288. AVERAGE FLOW IN C.F.S.......... 9. 161. 171. CHANGE IN CONTENTS FOR MO.(4).. 570. (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 1961 ELEVATION,NGVD29 TOTAL CHANGE IN CONTENTS FLOW, CFS + ________________ __________________ _________ (2) RULE RESERVOIR CONTENTS ACRE - DAY-SEC-FEET (3) DATE HOUR CURVE LEVEL AF FEET STORED DRAWDOWN OUTFLOW INFLOW + ____ ____ _____ _________ ________ _____ ______ ________ _______ ______ 973.50 973.93 167190. 1 973.47 973.84 166920. -270. -136. 224. 88 2 973.44 973.81 166830. -90. -45. 226. 181 3 973.40 973.81 166830. 0. 0. 224. 224 4 973.37 973.76 166680. -150. -76. 228. 152 5 973.34 973.82 166860. 180. 91. 20. 111 6 973.31 973.88 167040. 180. 91. 20. 111 7 973.28 973.82 166860. -180. -91. 226. 135 8 973.24 973.72 166560. -300. -151. 228. 77 9 973.21 973.66 166380. -180. -91. 228. 137 10 973.18 973.60 166200. -180. -91. 228. 137 11 973.15 973.51 165930. -270. -136. 228. 92 12 973.12 973.57 166110. 180. 91. 20. 111 13 973.08 973.61 166230. 120. 61. 20. 81 14 973.05 973.50 165900. -330. -166. 228. 62 15 973.02 973.41 165630. -270. -136. 231. 95 16 972.99 973.27 165210. -420. -212. 235. 23 17 972.95 973.17 164910. -300. -151. 234. 83 18 972.92 973.10 164700. -210. -106. 235. 129 19 972.89 973.12 164760. 60. 30. 30. 60 20 972.86 973.37 165510. 750. 378. 30. 408 21 972.82 973.41 165630. 120. 61. 234. 295 22 972.79 973.36 165480. -150. -76. 235. 159 23 972.76 973.31 165330. -150. -76. 234. 158 24 972.73 973.01 164430. -900. -454. 653. 199 25 972.69 972.74 163672. -758. -382. 653. 271 26 972.66 972.96 164288. 616. 311. 30. 341 27 972.63 973.07 164610. 322. 162. 30. 192 28 972.60 973.07 164610. 0. 0. 234. 234 29 972.56 972.95 164260. -350. -176. 338. 162 30 972.53 972.80 163840. -420. -212. 338. 126 31 972.50 972.64 163392. -448. -226. 338. 112 + ____________________________________________________________________________ TOTAL FOR MONTH................ -3798. 1276. -3190. 6660. 4746. NET CHANGE IN DAY-SECOND-FEET.. -1915. -1914. 1914. AVERAGE FLOW IN C.F.S.......... -62. 215. 153. CHANGE IN CONTENTS FOR MO.(4).. -3798. (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 1961 ELEVATION,NGVD29 TOTAL CHANGE IN CONTENTS FLOW, CFS + ________________ __________________ _________ (2) RULE RESERVOIR CONTENTS ACRE - DAY-SEC-FEET (3) DATE HOUR CURVE LEVEL AF FEET STORED DRAWDOWN OUTFLOW INFLOW + ____ ____ _____ _________ ________ _____ ______ ________ _______ ______ 972.50 972.64 163392. 1 972.47 972.48 162944. -448. -226. 338. 112 2 972.43 972.71 163588. 644. 325. 30. 355 3 972.40 972.80 163840. 252. 127. 30. 157 4 972.37 972.86 164008. 168. 85. 30. 115 5 972.33 972.80 163840. -168. -85. 214. 129 6 972.30 972.72 163616. -224. -113. 214. 101 7 972.27 972.64 163392. -224. -113. 214. 101 8 972.23 972.57 163196. -196. -99. 214. 115 9 972.20 972.61 163308. 112. 56. 30. 86 10 972.17 972.66 163448. 140. 71. 30. 101 11 972.13 972.52 163056. -392. -198. 308. 110 12 972.10 972.36 162608. -448. -226. 308. 82 13 972.07 972.21 162188. -420. -212. 309. 97 14 972.03 972.04 161712. -476. -240. 311. 71 15 972.00 971.86 161208. -504. -254. 311. 57 16 971.97 971.89 161292. 84. 42. 30. 72 17 971.93 971.91 161348. 56. 28. 30. 58 18 971.90 971.79 161012. -336. -169. 240. 71 19 971.87 971.73 160844. -168. -85. 240. 155 20 971.83 971.66 160648. -196. -99. 241. 142 21 971.80 971.57 160396. -252. -127. 241. 114 22 971.77 971.47 160116. -280. -141. 240. 99 23 971.73 971.51 160228. 112. 56. 30. 86 24 971.70 971.54 160312. 84. 42. 30. 72 25 971.67 971.45 160060. -252. -127. 216. 89 26 971.63 971.36 159808. -252. -127. 216. 89 27 971.60 971.24 159472. -336. -169. 216. 47 28 971.57 971.14 159192. -280. -141. 216. 75 29 971.53 971.02 158856. -336. -169. 219. 50 30 971.50 971.04 158912. 56. 28. 30. 58 + ____________________________________________________________________________ TOTAL FOR MONTH................ -4480. 860. -3120. 5326. 3066. NET CHANGE IN DAY-SECOND-FEET.. -2259. -2260. 2260. AVERAGE FLOW IN C.F.S.......... -75. 178. 102. CHANGE IN CONTENTS FOR MO.(4).. -4480. (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 1961 ELEVATION,NGVD29 TOTAL CHANGE IN CONTENTS FLOW, CFS + ________________ __________________ _________ (2) RULE RESERVOIR CONTENTS ACRE - DAY-SEC-FEET (3) DATE HOUR CURVE LEVEL AF FEET STORED DRAWDOWN OUTFLOW INFLOW + ____ ____ _____ _________ ________ _____ ______ ________ _______ ______ 971.50 971.04 158912. 1 971.50 971.06 158968. 56. 28. 30. 58 2 971.50 971.01 158828. -140. -71. 182. 111 3 971.50 971.07 158996. 168. 85. 182. 267 4 971.50 971.03 158884. -112. -56. 180. 124 5 971.50 971.00 158800. -84. -42. 176. 134 6 971.50 970.96 158692. -108. -54. 183. 129 7 971.50 971.01 158828. 136. 69. 30. 99 8 971.50 971.07 158996. 168. 85. 30. 115 9 971.50 971.04 158912. -84. -42. 182. 140 10 971.50 970.98 158746. -166. -84. 182. 98 11 971.50 970.93 158611. -135. -68. 181. 113 12 971.50 970.88 158476. -135. -68. 175. 107 13 971.50 970.83 158341. -135. -68. 177. 109 14 971.50 970.88 158476. 135. 68. 20. 88 15 971.50 970.92 158584. 108. 54. 20. 74 16 971.50 970.87 158449. -135. -68. 176. 108 17 971.50 970.81 158287. -162. -82. 178. 96 18 971.50 970.74 158098. -189. -95. 178. 83 19 971.50 970.68 157936. -162. -82. 177. 95 20 971.50 970.81 158287. 351. 177. 180. 357 21 971.50 970.90 158530. 243. 123. 20. 143 22 971.50 970.95 158665. 135. 68. 20. 88 23 971.50 970.93 158611. -54. -27. 122. 95 24 971.50 970.91 158557. -54. -27. 123. 96 25 971.50 970.89 158503. -54. -27. 123. 96 26 971.50 970.86 158422. -81. -41. 123. 82 27 971.50 970.83 158341. -81. -41. 125. 84 28 971.50 970.85 158395. 54. 27. 20. 47 29 971.50 970.89 158503. 108. 54. 20. 74 30 971.50 970.86 158422. -81. -41. 123. 82 31 971.50 970.84 158368. -54. -27. 123. 96 + ____________________________________________________________________________ TOTAL FOR MONTH................ -544. 838. -1111. 3761. 3488. NET CHANGE IN DAY-SECOND-FEET.. -274. -273. 273. AVERAGE FLOW IN C.F.S.......... -9. 121. 113. CHANGE IN CONTENTS FOR MO.(4).. -544. (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 1961 ELEVATION,NGVD29 TOTAL CHANGE IN CONTENTS FLOW, CFS + ________________ __________________ _________ (2) RULE RESERVOIR CONTENTS ACRE - DAY-SEC-FEET (3) DATE HOUR CURVE LEVEL AF FEET STORED DRAWDOWN OUTFLOW INFLOW + ____ ____ _____ _________ ________ _____ ______ ________ _______ ______ 971.50 970.84 158368. 1 971.50 970.82 158314. -54. -27. 123. 96 2 971.50 970.79 158233. -81. -41. 123. 82 3 971.50 970.76 158152. -81. -41. 124. 83 4 971.50 970.81 158287. 135. 68. 20. 88 5 971.50 970.85 158395. 108. 54. 20. 74 6 971.50 970.89 158503. 108. 54. 123. 177 7 971.50 970.93 158611. 108. 54. 122. 176 8 971.50 970.82 158314. -297. -150. 175. 25 9 971.50 970.76 158152. -162. -82. 180. 98 10 971.50 970.70 157990. -162. -82. 179. 97 11 971.50 970.71 158017. 27. 14. 20. 34 12 971.50 970.78 158206. 189. 95. 20. 115 13 971.50 970.72 158044. -162. -82. 178. 96 14 971.50 970.88 158476. 432. 218. 175. 393 15 971.50 970.88 158476. 0. 0. 175. 175 16 971.50 970.91 158557. 81. 41. 175. 216 17 971.50 970.94 158638. 81. 41. 177. 218 18 971.50 971.00 158800. 162. 82. 20. 102 19 971.50 971.09 159052. 252. 127. 20. 147 20 971.50 971.04 158912. -140. -71. 177. 106 21 971.50 970.99 158773. -139. -70. 177. 107 22 971.50 970.92 158584. -189. -95. 177. 82 23 971.50 971.38 159864. 1280. 645. 20. 665 24 971.50 971.67 160676. 812. 409. 177. 586 25 971.50 971.82 161096. 420. 212. 20. 232 26 971.50 971.95 161460. 364. 184. 20. 204 27 971.50 971.80 161040. -420. -212. 385. 173 28 971.50 971.62 160536. -504. -254. 385. 131 29 971.50 971.42 159976. -560. -282. 386. 104 30 971.50 971.24 159472. -504. -254. 385. 131 + ____________________________________________________________________________ TOTAL FOR MONTH................ 1104. 2298. -1743. 4458. 5013. NET CHANGE IN DAY-SECOND-FEET.. 557. 555. 555. AVERAGE FLOW IN C.F.S.......... 19. 149. 167. CHANGE IN CONTENTS FOR MO.(4).. 1104. (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 1961 ELEVATION,NGVD29 TOTAL CHANGE IN CONTENTS FLOW, CFS + ________________ __________________ _________ (2) RULE RESERVOIR CONTENTS ACRE - DAY-SEC-FEET (3) DATE HOUR CURVE LEVEL AF FEET STORED DRAWDOWN OUTFLOW INFLOW + ____ ____ _____ _________ ________ _____ ______ ________ _______ ______ 971.50 971.24 159472. 1 971.50 971.04 158912. -560. -282. 387. 105 2 971.50 971.10 159080. 168. 85. 20. 105 3 971.50 971.18 159304. 224. 113. 20. 133 4 971.50 971.14 159192. -112. -56. 177. 121 5 971.50 971.10 159080. -112. -56. 177. 121 6 971.50 971.05 158940. -140. -71. 176. 105 7 971.50 970.99 158773. -167. -84. 177. 93 8 971.50 970.92 158584. -189. -95. 177. 82 9 971.50 970.99 158773. 189. 95. 20. 115 10 971.50 971.24 159472. 699. 352. 20. 372 11 971.50 971.54 160312. 840. 424. 177. 601 12 971.50 972.76 163728. 3416. 1722. 178. 1900 13 971.50 972.64 163392. -336. -169. 656. 487 14 971.50 972.41 162748. -644. -325. 654. 329 15 971.50 972.12 161936. -812. -409. 654. 245 16 971.50 972.33 162524. 588. 296. 30. 326 17 971.50 972.48 162944. 420. 212. 30. 242 18 971.50 972.73 163644. 700. 353. 389. 742 19 971.50 972.58 163224. -420. -212. 660. 448 20 971.50 972.33 162524. -700. -353. 657. 304 21 971.50 972.05 161740. -784. -395. 659. 264 22 971.50 971.76 160928. -812. -409. 656. 247 23 971.50 971.92 161376. 448. 226. 30. 256 24 971.50 972.04 161712. 336. 169. 30. 199 25 971.50 972.17 162076. 364. 184. 30. 214 26 971.50 972.01 161628. -448. -226. 445. 219 27 971.50 971.83 161124. -504. -254. 444. 190 28 971.50 971.70 160760. -364. -184. 444. 260 29 971.50 971.50 160200. -560. -282. 444. 162 30 971.50 971.59 160452. 252. 127. 30. 157 31 971.50 971.68 160704. 252. 127. 30. 157 + ____________________________________________________________________________ TOTAL FOR MONTH................ 1232. 4485. -3862. 8678. 9301. NET CHANGE IN DAY-SECOND-FEET.. 621. 623. 623. AVERAGE FLOW IN C.F.S.......... 20. 280. 300. CHANGE IN CONTENTS FOR MO.(4).. 1232. (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 1962 ELEVATION,NGVD29 TOTAL CHANGE IN CONTENTS FLOW, CFS + ________________ __________________ _________ (2) RULE RESERVOIR CONTENTS ACRE - DAY-SEC-FEET (3) DATE HOUR CURVE LEVEL AF FEET STORED DRAWDOWN OUTFLOW INFLOW + ____ ____ _____ _________ ________ _____ ______ ________ _______ ______ 971.50 971.68 160704. 1 971.50 971.87 161236. 532. 268. 30. 298 2 971.50 971.82 161096. -140. -71. 237. 166 3 971.50 971.78 160984. -112. -56. 237. 181 4 971.50 971.78 160984. 0. 0. 237. 237 5 971.50 971.74 160872. -112. -56. 237. 181 6 971.50 972.64 163392. 2520. 1271. 30. 1301 7 971.50 973.14 164820. 1428. 720. 30. 750 8 971.50 973.02 164460. -360. -182. 658. 476 9 971.50 972.80 163840. -620. -313. 658. 345 10 971.50 972.55 163140. -700. -353. 661. 308 11 971.50 972.24 162272. -868. -438. 655. 217 12 971.50 971.95 161460. -812. -409. 657. 248 13 971.50 972.09 161852. 392. 198. 30. 228 14 971.50 972.21 162188. 336. 169. 30. 199 15 971.50 972.26 162328. 140. 71. 340. 411 16 971.50 972.26 162328. 0. 0. 338. 338 17 971.50 972.19 162132. -196. -99. 340. 241 18 971.50 972.12 161936. -196. -99. 336. 237 19 971.50 972.04 161712. -224. -113. 336. 223 20 971.50 972.15 162020. 308. 155. 30. 185 21 971.50 972.27 162356. 336. 169. 30. 199 22 971.50 972.15 162020. -336. -169. 388. 219 23 971.50 972.05 161740. -280. -141. 387. 246 24 971.50 971.92 161376. -364. -184. 387. 203 25 971.50 971.83 161124. -252. -127. 387. 260 26 971.50 971.68 160704. -420. -212. 387. 175 27 971.50 971.88 161264. 560. 282. 30. 312 28 971.50 972.09 161852. 588. 296. 30. 326 29 971.50 972.01 161628. -224. -113. 335. 222 30 971.50 972.00 161600. -28. -14. 334. 320 31 971.50 972.04 161712. 112. 56. 335. 391 + ____________________________________________________________________________ TOTAL FOR MONTH................ 1008. 3655. -3149. 9137. 9643. NET CHANGE IN DAY-SECOND-FEET.. 508. 506. 506. AVERAGE FLOW IN C.F.S.......... 16. 295. 311. CHANGE IN CONTENTS FOR MO.(4).. 1008. (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 1962 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 + ____ ____ _____ _________ ________ _____ ______ ________ _______ ______ 971.50 972.04 161712. 1 971.53 971.81 161068. -644. -325. 651. 326 2 971.57 971.54 160312. -756. -381. 651. 270 3 971.60 971.66 160648. 336. 169. 30. 199 4 971.63 971.82 161096. 448. 226. 30. 256 5 971.66 971.82 161096. 0. 0. 232. 232 6 971.70 971.82 161096. 0. 0. 234. 234 7 971.73 971.78 160984. -112. -56. 234. 178 8 971.76 971.77 160956. -28. -14. 234. 220 9 971.79 971.80 161040. 84. 42. 234. 276 10 971.83 971.92 161376. 336. 169. 30. 199 11 971.86 972.02 161656. 280. 141. 30. 171 12 971.89 972.05 161740. 84. 42. 182. 224 13 971.92 972.05 161740. 0. 0. 182. 182 14 971.96 972.05 161740. 0. 0. 182. 182 15 971.99 972.05 161740. 0. 0. 182. 182 16 972.02 972.09 161852. 112. 56. 182. 238 17 972.06 972.21 162188. 336. 169. 30. 199 18 972.09 972.31 162468. 280. 141. 30. 171 19 972.12 972.41 162748. 280. 141. 180. 321 20 972.16 972.41 162748. 0. 0. 234. 234 21 972.19 972.41 162748. 0. 0. 235. 235 22 972.22 972.41 162748. 0. 0. 234. 234 23 972.25 972.64 163392. 644. 325. 234. 559 24 972.29 973.21 165030. 1638. 826. 30. 856 25 972.32 973.56 166080. 1050. 529. 30. 559 26 972.35 973.56 166080. 0. 0. 546. 546 27 972.39 973.36 165480. -600. -303. 653. 350 28 972.42 973.18 164940. -540. -272. 653. 381 + ____________________________________________________________________________ TOTAL FOR MONTH................ 3228. 2976. -1351. 6589. 8214. NET CHANGE IN DAY-SECOND-FEET.. 1627. 1625. 1625. AVERAGE FLOW IN C.F.S.......... 58. 235. 293. CHANGE IN CONTENTS FOR MO.(4).. 3228. (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 1962 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 + ____ ____ _____ _________ ________ _____ ______ ________ _______ ______ 972.47 973.18 164940. 1 972.50 972.96 164288. -652. -329. 652. 323 2 972.54 972.70 163560. -728. -367. 653. 286 3 972.57 972.84 163952. 392. 198. 30. 228 4 972.60 972.99 164372. 420. 212. 30. 242 5 972.64 973.05 164550. 178. 90. 281. 371 6 972.67 973.03 164490. -60. -30. 282. 252 7 972.70 973.01 164430. -60. -30. 282. 252 8 972.74 973.01 164430. 0. 0. 282. 282 9 972.77 973.07 164610. 180. 91. 282. 373 10 972.80 973.21 165030. 420. 212. 30. 242 11 972.84 973.64 166320. 1290. 650. 30. 680 12 972.87 974.48 168744. 2424. 1222. 277. 1499 13 972.90 974.48 168744. 0. 0. 687. 687 14 972.94 974.32 168296. -448. -226. 688. 462 15 972.97 974.13 167764. -532. -268. 688. 420 16 973.00 973.87 167010. -754. -380. 689. 309 17 973.04 974.05 167540. 530. 267. 30. 297 18 973.07 974.25 168100. 560. 282. 30. 312 19 973.10 974.09 167652. -448. -226. 536. 310 20 973.14 973.90 167100. -552. -278. 536. 258 21 973.17 973.84 166920. -180. -91. 536. 445 22 973.20 973.59 166170. -750. -378. 693. 315 23 973.23 973.31 165330. -840. -424. 693. 269 24 973.27 973.46 165780. 450. 227. 30. 257 25 973.30 973.63 166290. 510. 257. 30. 287 26 973.33 973.63 166290. 0. 0. 282. 282 27 973.37 973.59 166170. -120. -61. 282. 221 28 973.40 973.56 166080. -90. -45. 282. 237 29 973.43 973.52 165960. -120. -61. 282. 221 30 973.47 973.46 165780. -180. -91. 282. 191 31 973.50 973.73 166590. 810. 408. 30. 438 + ____________________________________________________________________________ TOTAL FOR MONTH................ 1650. 4116. -3285. 10417. 11248. NET CHANGE IN DAY-SECOND-FEET.. 832. 831. 831. AVERAGE FLOW IN C.F.S.......... 27. 336. 363. CHANGE IN CONTENTS FOR MO.(4).. 1650. (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 1962 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 + ____ ____ _____ _________ ________ _____ ______ ________ _______ ______ 973.50 973.73 166590. 1 973.50 974.12 167736. 1146. 578. 30. 608 2 973.50 974.31 168268. 532. 268. 180. 448 3 973.50 974.06 167568. -700. -353. 643. 290 4 973.50 973.82 166860. -708. -357. 643. 286 5 973.50 973.55 166050. -810. -408. 651. 243 6 973.50 973.33 165390. -660. -333. 653. 320 7 973.50 973.82 166860. 1470. 741. 175. 916 8 973.50 974.55 168940. 2080. 1049. 30. 1079 9 973.50 974.51 168828. -112. -56. 695. 639 10 973.50 974.38 168464. -364. -184. 693. 509 11 973.50 974.22 168016. -448. -226. 693. 467 12 973.50 974.09 167652. -364. -184. 693. 509 13 973.50 973.92 167160. -492. -248. 693. 445 14 973.50 974.19 167932. 772. 389. 30. 419 15 973.50 974.45 168660. 728. 367. 30. 397 16 973.50 974.31 168268. -392. -198. 484. 286 17 973.50 974.21 167988. -280. -141. 483. 342 18 973.50 974.10 167680. -308. -155. 484. 329 19 973.50 973.95 167250. -430. -217. 483. 266 20 973.50 973.80 166800. -450. -227. 485. 258 21 973.50 973.97 167310. 510. 257. 30. 287 22 973.50 974.12 167736. 426. 215. 30. 245 23 973.50 974.10 167680. -56. -28. 330. 302 24 973.50 974.03 167484. -196. -99. 330. 231 25 973.50 973.99 167370. -114. -57. 330. 273 26 973.50 973.92 167160. -210. -106. 330. 224 27 973.50 973.85 166950. -210. -106. 330. 224 28 973.50 973.98 167340. 390. 197. 30. 227 29 973.50 974.12 167736. 396. 200. 30. 230 30 973.50 974.02 167456. -280. -141. 431. 290 + ____________________________________________________________________________ TOTAL FOR MONTH................ 866. 4261. -3824. 11152. 11589. NET CHANGE IN DAY-SECOND-FEET.. 437. 437. 437. AVERAGE FLOW IN C.F.S.......... 15. 372. 386. CHANGE IN CONTENTS FOR MO.(4).. 866. (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 1962 ELEVATION,NGVD29 TOTAL CHANGE IN CONTENTS FLOW, CFS + ________________ __________________ _________ (2) RULE RESERVOIR CONTENTS ACRE - DAY-SEC-FEET (3) DATE HOUR CURVE LEVEL AF FEET STORED DRAWDOWN OUTFLOW INFLOW + ____ ____ _____ _________ ________ _____ ______ ________ _______ ______ 973.50 974.02 167456. 1 973.50 973.92 167160. -296. -149. 431. 282 2 973.50 973.77 166710. -450. -227. 433. 206 3 973.50 973.62 166260. -450. -227. 437. 210 4 973.50 973.46 165780. -480. -242. 437. 195 5 973.50 973.57 166110. 330. 166. 30. 196 6 973.50 973.65 166350. 240. 121. 30. 151 7 973.50 973.62 166260. -90. -45. 282. 237 8 973.50 973.62 166260. 0. 0. 282. 282 9 973.50 973.52 165960. -300. -151. 282. 131 10 973.50 973.46 165780. -180. -91. 282. 191 11 973.50 973.42 165660. -120. -61. 282. 221 12 973.50 973.50 165900. 240. 121. 30. 151 13 973.50 973.62 166260. 360. 182. 30. 212 14 973.50 973.62 166260. 0. 0. 183. 183 15 973.50 973.66 166380. 120. 61. 183. 244 16 973.50 973.66 166380. 0. 0. 183. 183 17 973.50 973.66 166380. 0. 0. 183. 183 18 973.50 973.66 166380. 0. 0. 183. 183 19 973.50 973.68 166440. 60. 30. 132. 162 20 973.50 973.74 166620. 180. 91. 30. 121 21 973.50 973.67 166410. -210. -106. 286. 180 22 973.50 973.63 166290. -120. -61. 286. 225 23 973.50 973.53 165990. -300. -151. 286. 135 24 973.50 973.45 165750. -240. -121. 286. 165 25 973.50 973.35 165450. -300. -151. 286. 135 26 973.50 973.45 165750. 300. 151. 30. 181 27 973.50 973.64 166320. 570. 287. 30. 317 28 973.50 973.76 166680. 360. 182. 183. 365 29 973.50 973.79 166770. 90. 45. 182. 227 30 973.50 973.90 167100. 330. 166. 30. 196 31 973.50 974.02 167456. 356. 179. 78. 257 + ____________________________________________________________________________ TOTAL FOR MONTH................ 0. 1782. -1783. 6308. 6307. NET CHANGE IN DAY-SECOND-FEET.. 0. -1. 1. AVERAGE FLOW IN C.F.S.......... 0. 203. 203. 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 JUNE 1962 ELEVATION,NGVD29 TOTAL CHANGE IN CONTENTS FLOW, CFS + ________________ __________________ _________ (2) RULE RESERVOIR CONTENTS ACRE - DAY-SEC-FEET (3) DATE HOUR CURVE LEVEL AF FEET STORED DRAWDOWN OUTFLOW INFLOW + ____ ____ _____ _________ ________ _____ ______ ________ _______ ______ 973.50 974.02 167456. 1 973.50 974.02 167456. 0. 0. 128. 128 2 973.50 974.14 167792. 336. 169. 30. 199 3 973.50 974.23 168044. 252. 127. 30. 157 4 973.50 974.09 167652. -392. -198. 435. 237 5 973.50 973.93 167190. -462. -233. 432. 199 6 973.50 973.78 166740. -450. -227. 434. 207 7 973.50 973.84 166920. 180. 91. 432. 523 8 973.50 973.69 166470. -450. -227. 439. 212 9 973.50 973.78 166740. 270. 136. 30. 166 10 973.50 973.85 166950. 210. 106. 30. 136 11 973.50 973.70 166500. -450. -227. 390. 163 12 973.50 973.79 166770. 270. 136. 392. 528 13 973.50 973.79 166770. 0. 0. 389. 389 14 973.50 973.73 166590. -180. -91. 391. 300 15 973.50 973.61 166230. -360. -182. 392. 210 16 973.50 973.69 166470. 240. 121. 30. 151 17 973.50 973.76 166680. 210. 106. 30. 136 18 973.50 973.68 166440. -240. -121. 286. 165 19 973.50 973.62 166260. -180. -91. 286. 195 20 973.50 973.53 165990. -270. -136. 286. 150 21 973.50 973.43 165690. -300. -151. 286. 135 22 973.50 973.34 165420. -270. -136. 286. 150 23 973.50 973.49 165870. 450. 227. 30. 257 24 973.50 973.60 166200. 330. 166. 30. 196 25 973.50 973.60 166200. 0. 0. 184. 184 26 973.50 973.64 166320. 120. 61. 184. 245 27 973.50 973.64 166320. 0. 0. 184. 184 28 973.50 973.60 166200. -120. -61. 184. 123 29 973.50 973.56 166080. -120. -61. 183. 122 30 973.50 973.60 166200. 120. 61. 30. 91 + ____________________________________________________________________________ TOTAL FOR MONTH................ -1256. 1507. -2142. 6873. 6238. NET CHANGE IN DAY-SECOND-FEET.. -633. -635. 635. AVERAGE FLOW IN C.F.S.......... -21. 229. 208. CHANGE IN CONTENTS FOR MO.(4).. -1256. (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 1962 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 + ____ ____ _____ _________ ________ _____ ______ ________ _______ ______ 973.50 973.60 166200. 1 973.50 973.64 166320. 120. 61. 30. 91 2 973.50 973.59 166170. -150. -76. 233. 157 3 973.50 973.62 166260. 90. 45. 233. 278 4 973.50 974.00 167400. 1140. 575. 30. 605 5 973.50 973.96 167280. -120. -61. 230. 169 6 973.50 973.94 167220. -60. -30. 181. 151 7 973.50 974.00 167400. 180. 91. 30. 121 8 973.50 974.35 168380. 980. 494. 30. 524 9 973.50 974.26 168128. -252. -127. 333. 206 10 973.50 974.12 167736. -392. -198. 333. 135 11 973.50 973.97 167310. -426. -215. 333. 118 12 973.50 973.87 167010. -300. -151. 334. 183 13 973.50 973.74 166620. -390. -197. 336. 139 14 973.50 973.77 166710. 90. 45. 30. 75 15 973.50 973.83 166890. 180. 91. 30. 121 16 973.50 973.81 166830. -60. -30. 180. 150 17 973.50 973.75 166650. -180. -91. 181. 90 18 973.50 973.70 166500. -150. -76. 182. 106 19 973.50 973.63 166290. -210. -106. 182. 76 20 973.50 973.57 166110. -180. -91. 182. 91 21 973.50 973.60 166200. 90. 45. 30. 75 22 973.50 973.70 166500. 300. 151. 30. 181 23 973.50 973.70 166500. 0. 0. 182. 182 24 973.50 973.61 166230. -270. -136. 234. 98 25 973.50 973.56 166080. -150. -76. 234. 158 26 973.50 973.47 165810. -270. -136. 234. 98 27 973.50 973.36 165480. -330. -166. 234. 68 28 973.50 973.38 165540. 60. 30. 30. 60 29 973.50 973.56 166080. 540. 272. 30. 302 30 973.50 973.63 166290. 210. 106. 234. 340 31 973.50 973.76 166680. 390. 197. 234. 431 + ____________________________________________________________________________ TOTAL FOR MONTH................ 480. 2203. -1963. 5339. 5579. NET CHANGE IN DAY-SECOND-FEET.. 242. 240. 240. AVERAGE FLOW IN C.F.S.......... 8. 172. 180. CHANGE IN CONTENTS FOR MO.(4).. 480. (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 1962 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 + ____ ____ _____ _________ ________ _____ ______ ________ _______ ______ 973.50 973.76 166680. 1 973.47 973.74 166620. -60. -30. 182. 152 2 973.44 973.69 166470. -150. -76. 182. 106 3 973.40 973.72 166560. 90. 45. 182. 227 4 973.37 973.85 166950. 390. 197. 30. 227 5 973.34 973.97 167310. 360. 182. 30. 212 6 973.31 973.97 167310. 0. 0. 180. 180 7 973.28 973.82 166860. -450. -227. 334. 107 8 973.24 973.65 166350. -510. -257. 338. 81 9 973.21 973.50 165900. -450. -227. 339. 112 10 973.18 973.32 165360. -540. -272. 339. 67 11 973.15 973.34 165420. 60. 30. 30. 60 12 973.12 973.36 165480. 60. 30. 30. 60 13 973.08 973.27 165210. -270. -136. 234. 98 14 973.05 973.18 164940. -270. -136. 234. 98 15 973.02 973.07 164610. -330. -166. 234. 68 16 972.99 973.08 164640. 30. 15. 185. 200 17 972.95 973.08 164640. 0. 0. 216. 216 18 972.92 973.10 164700. 60. 30. 30. 60 19 972.89 973.14 164820. 120. 61. 30. 91 20 972.86 973.03 164490. -330. -166. 234. 68 21 972.82 972.97 164316. -174. -88. 234. 146 22 972.79 972.95 164260. -56. -28. 234. 206 23 972.76 972.85 163980. -280. -141. 234. 93 24 972.73 972.74 163672. -308. -155. 234. 79 25 972.69 972.76 163728. 56. 28. 30. 58 26 972.66 972.79 163812. 84. 42. 30. 72 27 972.63 972.70 163560. -252. -127. 234. 107 28 972.60 972.58 163224. -336. -169. 244. 75 29 972.56 972.45 162860. -364. -184. 245. 61 30 972.53 972.32 162496. -364. -184. 248. 64 31 972.50 972.24 162272. -224. -113. 160. 47 + ____________________________________________________________________________ TOTAL FOR MONTH................ -4408. 660. -2882. 5720. 3498. NET CHANGE IN DAY-SECOND-FEET.. -2222. -2222. 2222. AVERAGE FLOW IN C.F.S.......... -72. 185. 113. CHANGE IN CONTENTS FOR MO.(4).. -4408. (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 1962 ELEVATION,NGVD29 TOTAL CHANGE IN CONTENTS FLOW, CFS + ________________ __________________ _________ (2) RULE RESERVOIR CONTENTS ACRE - DAY-SEC-FEET (3) DATE HOUR CURVE LEVEL AF FEET STORED DRAWDOWN OUTFLOW INFLOW + ____ ____ _____ _________ ________ _____ ______ ________ _______ ______ 972.50 972.24 162272. 1 972.47 972.24 162272. 0. 0. 30. 30 2 972.43 972.29 162412. 140. 71. 30. 101 3 972.40 972.31 162468. 56. 28. 30. 58 4 972.37 972.21 162188. -280. -141. 253. 112 5 972.33 972.11 161908. -280. -141. 246. 105 6 972.30 971.98 161544. -364. -184. 242. 58 7 972.27 971.85 161180. -364. -184. 242. 58 8 972.23 971.86 161208. 28. 14. 20. 34 9 972.20 971.90 161320. 112. 56. 20. 76 10 972.17 971.90 161320. 0. 0. 227. 227 11 972.13 971.81 161068. -252. -127. 227. 100 12 972.10 971.72 160816. -252. -127. 227. 100 13 972.07 971.56 160368. -448. -226. 227. 1 14 972.03 971.45 160060. -308. -155. 227. 72 15 972.00 971.50 160200. 140. 71. 20. 91 16 971.97 971.75 160900. 700. 353. 20. 373 17 971.93 971.90 161320. 420. 212. 228. 440 18 971.90 971.83 161124. -196. -99. 227. 128 19 971.87 971.73 160844. -280. -141. 227. 86 20 971.83 971.63 160564. -280. -141. 227. 86 21 971.80 971.51 160228. -336. -169. 228. 59 22 971.77 971.55 160340. 112. 56. 20. 76 23 971.73 971.57 160396. 56. 28. 20. 48 24 971.70 971.56 160368. -28. -14. 122. 108 25 971.67 971.54 160312. -56. -28. 122. 94 26 971.63 971.56 160368. 56. 28. 122. 150 27 971.60 971.59 160452. 84. 42. 122. 164 28 971.57 971.56 160368. -84. -42. 122. 80 29 971.53 971.58 160424. 56. 28. 20. 48 30 971.50 971.61 160508. 84. 42. 20. 62 + ____________________________________________________________________________ TOTAL FOR MONTH................ -1764. 1029. -1919. 4115. 3225. NET CHANGE IN DAY-SECOND-FEET.. -889. -890. 890. AVERAGE FLOW IN C.F.S.......... -30. 137. 108. CHANGE IN CONTENTS FOR MO.(4).. -1764. (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 1962 ELEVATION,NGVD29 TOTAL CHANGE IN CONTENTS FLOW, CFS + ________________ __________________ _________ (2) RULE RESERVOIR CONTENTS ACRE - DAY-SEC-FEET (3) DATE HOUR CURVE LEVEL AF FEET STORED DRAWDOWN OUTFLOW INFLOW + ____ ____ _____ _________ ________ _____ ______ ________ _______ ______ 971.50 971.61 160508. 1 971.50 971.56 160368. -140. -71. 175. 104 2 971.50 971.50 160200. -168. -85. 175. 90 3 971.50 971.50 160200. 0. 0. 175. 175 4 971.50 972.14 161992. 1792. 903. 175. 1078 5 971.50 972.43 162804. 812. 409. 176. 585 6 971.50 972.47 162916. 112. 56. 30. 86 7 971.50 972.59 163252. 336. 169. 30. 199 8 971.50 972.45 162860. -392. -198. 386. 188 9 971.50 972.26 162328. -532. -268. 386. 118 10 971.50 972.06 161768. -560. -282. 386. 104 11 971.50 971.86 161208. -560. -282. 386. 104 12 971.50 971.64 160592. -616. -311. 386. 75 13 971.50 971.66 160648. 56. 28. 30. 58 14 971.50 971.72 160816. 168. 85. 30. 115 15 971.50 971.70 160760. -56. -28. 182. 154 16 971.50 971.65 160620. -140. -71. 182. 111 17 971.50 971.59 160452. -168. -85. 182. 97 18 971.50 971.51 160228. -224. -113. 182. 69 19 971.50 971.44 160032. -196. -99. 182. 83 20 971.50 971.45 160060. 28. 14. 30. 44 21 971.50 971.51 160228. 168. 85. 30. 115 22 971.50 971.53 160284. 56. 28. 130. 158 23 971.50 971.49 160172. -112. -56. 130. 74 24 971.50 971.45 160060. -112. -56. 130. 74 25 971.50 971.39 159892. -168. -85. 130. 45 26 971.50 971.34 159752. -140. -71. 130. 59 27 971.50 971.34 159752. 0. 0. 30. 30 28 971.50 971.38 159864. 112. 56. 30. 86 29 971.50 971.38 159864. 0. 0. 128. 128 30 971.50 971.44 160032. 168. 85. 122. 207 31 971.50 971.50 160200. 168. 85. 122. 207 + ____________________________________________________________________________ TOTAL FOR MONTH................ -308. 2003. -2161. 4978. 4820. NET CHANGE IN DAY-SECOND-FEET.. -155. -158. 158. AVERAGE FLOW IN C.F.S.......... -5. 161. 155. CHANGE IN CONTENTS FOR MO.(4).. -308. (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 1962 ELEVATION,NGVD29 TOTAL CHANGE IN CONTENTS FLOW, CFS + ________________ __________________ _________ (2) RULE RESERVOIR CONTENTS ACRE - DAY-SEC-FEET (3) DATE HOUR CURVE LEVEL AF FEET STORED DRAWDOWN OUTFLOW INFLOW + ____ ____ _____ _________ ________ _____ ______ ________ _______ ______ 971.50 971.50 160200. 1 971.50 971.54 160312. 112. 56. 122. 178 2 971.50 971.57 160396. 84. 42. 122. 164 3 971.50 971.78 160984. 588. 296. 20. 316 4 971.50 971.95 161460. 476. 240. 20. 260 5 971.50 971.99 161572. 112. 56. 175. 231 6 971.50 971.99 161572. 0. 0. 176. 176 7 971.50 971.99 161572. 0. 0. 182. 182 8 971.50 971.95 161460. -112. -56. 181. 125 9 971.50 974.42 168576. 7116. 3588. 182. 3770 10 971.50 975.08 170440. 1864. 940. 887. 1827 11 971.50 974.55 168940. -1500. -756. 1350. 594 12 971.50 974.23 168044. -896. -452. 793. 341 13 971.50 974.23 168044. 0. 0. 354. 354 14 971.50 974.15 167820. -224. -113. 354. 241 15 971.50 974.09 167652. -168. -85. 353. 268 16 971.50 974.01 167428. -224. -113. 354. 241 17 971.50 974.42 168576. 1148. 579. 30. 609 18 971.50 974.58 169024. 448. 226. 30. 256 19 971.50 974.51 168828. -196. -99. 436. 337 20 971.50 974.43 168604. -224. -113. 436. 323 21 971.50 974.36 168408. -196. -99. 436. 337 22 971.50 974.26 168128. -280. -141. 435. 294 23 971.50 974.15 167820. -308. -155. 435. 280 24 971.50 974.01 167428. -392. -198. 436. 238 25 971.50 974.10 167680. 252. 127. 30. 157 26 971.50 974.10 167680. 0. 0. 355. 355 27 971.50 973.96 167280. -400. -202. 355. 153 28 971.50 973.85 166950. -330. -166. 355. 189 29 971.50 973.75 166650. -300. -151. 355. 204 30 971.50 973.62 166260. -390. -197. 359. 162 + ____________________________________________________________________________ TOTAL FOR MONTH................ 6060. 6150. -3096. 10108. 13162. NET CHANGE IN DAY-SECOND-FEET.. 3055. 3054. 3054. AVERAGE FLOW IN C.F.S.......... 102. 337. 439. CHANGE IN CONTENTS FOR MO.(4).. 6060. (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 1962 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 + ____ ____ _____ _________ ________ _____ ______ ________ _______ ______ 971.50 973.62 166260. 1 971.50 973.70 166500. 240. 121. 30. 151 2 971.50 973.78 166740. 240. 121. 30. 151 3 971.50 973.68 166440. -300. -151. 355. 204 4 971.50 974.02 167456. 1016. 512. 355. 867 5 971.50 974.22 168016. 560. 282. 355. 637 6 971.50 974.32 168296. 280. 141. 355. 496 7 971.50 974.28 168184. -112. -56. 409. 353 8 971.50 974.28 168184. 0. 0. 312. 312 9 971.50 974.18 167904. -280. -141. 369. 228 10 971.50 974.12 167736. -168. -85. 355. 270 11 971.50 974.01 167428. -308. -155. 356. 201 12 971.50 973.85 166950. -478. -241. 355. 114 13 971.50 973.70 166500. -450. -227. 366. 139 14 971.50 973.56 166080. -420. -212. 377. 165 15 971.50 973.65 166350. 270. 136. 30. 166 16 971.50 973.75 166650. 300. 151. 30. 181 17 971.50 973.47 165810. -840. -424. 652. 228 18 971.50 973.16 164880. -930. -469. 652. 183 19 971.50 972.83 163924. -956. -482. 651. 169 20 971.50 972.51 163028. -896. -452. 651. 199 21 971.50 972.24 162272. -756. -381. 654. 273 22 971.50 972.41 162748. 476. 240. 30. 270 23 971.50 972.59 163252. 504. 254. 30. 284 24 971.50 972.49 162972. -280. -141. 442. 301 25 971.50 972.65 163420. 448. 226. 30. 256 26 971.50 972.40 162720. -700. -353. 698. 345 27 971.50 972.16 162048. -672. -339. 698. 359 28 971.50 971.90 161320. -728. -367. 699. 332 29 971.50 972.22 162216. 896. 452. 30. 482 30 971.50 972.54 163112. 896. 452. 30. 482 31 971.50 972.53 163084. -28. -14. 434. 420 + ____________________________________________________________________________ TOTAL FOR MONTH................ -3176. 3088. -4690. 10820. 9218. NET CHANGE IN DAY-SECOND-FEET.. -1601. -1602. 1602. AVERAGE FLOW IN C.F.S.......... -52. 349. 297. CHANGE IN CONTENTS FOR MO.(4).. -3176. (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 1963 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 + ____ ____ _____ _________ ________ _____ ______ ________ _______ ______ 971.50 972.53 163084. 1 971.50 972.65 163420. 336. 169. 30. 199 2 971.50 972.53 163084. -336. -169. 493. 324 3 971.50 972.37 162636. -448. -226. 490. 264 4 971.50 972.20 162160. -476. -240. 439. 199 5 971.50 972.28 162384. 224. 113. 30. 143 6 971.50 972.41 162748. 364. 184. 30. 214 7 971.50 972.26 162328. -420. -212. 496. 284 8 971.50 972.08 161824. -504. -254. 498. 244 9 971.50 971.92 161376. -448. -226. 495. 269 10 971.50 971.71 160788. -588. -296. 494. 198 11 971.50 971.55 160340. -448. -226. 495. 269 12 971.50 971.78 160984. 644. 325. 30. 355 13 971.50 972.00 161600. 616. 311. 30. 341 14 971.50 972.02 161656. 56. 28. 227. 255 15 971.50 971.91 161348. -308. -155. 382. 227 16 971.50 971.81 161068. -280. -141. 382. 241 17 971.50 971.66 160648. -420. -212. 382. 170 18 971.50 971.56 160368. -280. -141. 385. 244 19 971.50 971.70 160760. 392. 198. 20. 218 20 971.50 971.95 161460. 700. 353. 20. 373 21 971.50 972.00 161600. 140. 71. 227. 298 22 971.50 972.01 161628. 28. 14. 230. 244 23 971.50 972.02 161656. 28. 14. 230. 244 24 971.50 971.97 161516. -140. -71. 229. 158 25 971.50 971.94 161432. -84. -42. 229. 187 26 971.50 972.05 161740. 308. 155. 20. 175 27 971.50 972.18 162104. 364. 184. 20. 204 28 971.50 972.05 161740. -364. -184. 383. 199 29 971.50 971.89 161292. -448. -226. 383. 157 30 971.50 971.77 160956. -336. -169. 383. 214 31 971.50 971.64 160592. -364. -184. 383. 199 + ____________________________________________________________________________ TOTAL FOR MONTH................ -2492. 2119. -3374. 8565. 7310. NET CHANGE IN DAY-SECOND-FEET.. -1256. -1255. 1255. AVERAGE FLOW IN C.F.S.......... -40. 276. 236. CHANGE IN CONTENTS FOR MO.(4).. -2492. (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 1963 ELEVATION,NGVD29 TOTAL CHANGE IN CONTENTS FLOW, CFS + ________________ __________________ _________ (2) RULE RESERVOIR CONTENTS ACRE - DAY-SEC-FEET (3) DATE HOUR CURVE LEVEL AF FEET STORED DRAWDOWN OUTFLOW INFLOW + ____ ____ _____ _________ ________ _____ ______ ________ _______ ______ 971.50 971.64 160592. 1 971.53 971.52 160256. -336. -169. 383. 214 2 971.57 971.65 160620. 364. 184. 23. 207 3 971.60 971.85 161180. 560. 282. 20. 302 4 971.64 971.90 161320. 140. 71. 173. 244 5 971.67 971.91 161348. 28. 14. 183. 197 6 971.71 971.91 161348. 0. 0. 180. 180 7 971.74 971.93 161404. 56. 28. 186. 214 8 971.78 971.92 161376. -28. -14. 186. 172 9 971.81 971.97 161516. 140. 71. 30. 101 10 971.85 972.10 161880. 364. 184. 30. 214 11 971.88 972.14 161992. 112. 56. 184. 240 12 971.92 972.29 162412. 420. 212. 186. 398 13 971.95 972.34 162552. 140. 71. 183. 254 14 971.99 972.37 162636. 84. 42. 186. 228 15 972.02 972.37 162636. 0. 0. 186. 186 16 972.05 972.44 162832. 196. 99. 30. 129 17 972.09 972.57 163196. 364. 184. 30. 214 18 972.12 972.51 163028. -168. -85. 286. 201 19 972.16 972.50 163000. -28. -14. 290. 276 20 972.19 972.48 162944. -56. -28. 286. 258 21 972.23 972.44 162832. -112. -56. 284. 228 22 972.26 972.38 162664. -168. -85. 286. 201 23 972.30 972.46 162888. 224. 113. 30. 143 24 972.33 972.60 163280. 392. 198. 30. 228 25 972.37 972.62 163336. 56. 28. 183. 211 26 972.40 972.64 163392. 56. 28. 183. 211 27 972.44 972.62 163336. -56. -28. 183. 155 28 972.47 972.64 163392. 56. 28. 183. 211 + ____________________________________________________________________________ TOTAL FOR MONTH................ 2800. 1893. -479. 4603. 6017. NET CHANGE IN DAY-SECOND-FEET.. 1412. 1414. 1414. AVERAGE FLOW IN C.F.S.......... 51. 164. 215. CHANGE IN CONTENTS FOR MO.(4).. 2800. (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 1963 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 + ____ ____ _____ _________ ________ _____ ______ ________ _______ ______ 972.47 972.64 163392. 1 972.50 972.80 163840. 448. 226. 182. 408 2 972.54 973.25 165150. 1310. 660. 30. 690 3 972.57 973.48 165840. 690. 348. 30. 378 4 972.60 973.38 165540. -300. -151. 446. 295 5 972.64 973.29 165270. -270. -136. 444. 308 6 972.67 974.00 167400. 2130. 1074. 435. 1509 7 972.70 973.95 167250. -150. -76. 641. 565 8 972.74 973.80 166800. -450. -227. 641. 414 9 972.77 974.00 167400. 600. 303. 30. 333 10 972.80 974.20 167960. 560. 282. 30. 312 11 972.84 974.10 167680. -280. -141. 537. 396 12 972.87 975.42 171460. 3780. 1906. 534. 2440 13 972.90 975.90 172900. 1440. 726. 682. 1408 14 972.94 975.78 172540. -360. -182. 888. 706 15 972.97 975.47 171610. -930. -469. 998. 529 16 973.00 975.25 170950. -660. -333. 849. 516 17 973.04 975.25 170950. 0. 0. 643. 643 18 973.07 975.10 170500. -450. -227. 746. 519 19 973.10 974.97 170116. -384. -194. 686. 492 20 973.14 974.72 169416. -700. -353. 686. 333 21 973.17 974.52 168856. -560. -282. 686. 404 22 973.20 974.32 168296. -560. -282. 686. 404 23 973.23 974.42 168576. 280. 141. 30. 171 24 973.27 974.59 169052. 476. 240. 30. 270 25 973.30 974.52 168856. -196. -99. 492. 393 26 973.33 974.40 168520. -336. -169. 483. 314 27 973.37 974.30 168240. -280. -141. 483. 342 28 973.40 974.15 167820. -420. -212. 483. 271 29 973.43 974.02 167456. -364. -184. 483. 299 30 973.47 974.10 167680. 224. 113. 30. 143 31 973.50 974.18 167904. 224. 113. 30. 143 + ____________________________________________________________________________ TOTAL FOR MONTH................ 4512. 6132. -3858. 14074. 16348. NET CHANGE IN DAY-SECOND-FEET.. 2275. 2274. 2274. AVERAGE FLOW IN C.F.S.......... 73. 454. 527. CHANGE IN CONTENTS FOR MO.(4).. 4512. (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 1963 ELEVATION,NGVD29 TOTAL CHANGE IN CONTENTS FLOW, CFS + ________________ __________________ _________ (2) RULE RESERVOIR CONTENTS ACRE - DAY-SEC-FEET (3) DATE HOUR CURVE LEVEL AF FEET STORED DRAWDOWN OUTFLOW INFLOW + ____ ____ _____ _________ ________ _____ ______ ________ _______ ______ 973.50 974.18 167904. 1 973.50 974.11 167708. -196. -99. 437. 338 2 973.50 973.92 167160. -548. -276. 431. 155 3 973.50 973.76 166680. -480. -242. 430. 188 4 973.50 973.59 166170. -510. -257. 437. 180 5 973.50 973.43 165690. -480. -242. 437. 195 6 973.50 973.42 165660. -30. -15. 195. 180 7 973.50 973.56 166080. 420. 212. 30. 242 8 973.50 973.60 166200. 120. 61. 182. 243 9 973.50 973.61 166230. 30. 15. 182. 197 10 973.50 973.60 166200. -30. -15. 182. 167 11 973.50 973.60 166200. 0. 0. 182. 182 12 973.50 973.60 166200. 0. 0. 182. 182 13 973.50 973.65 166350. 150. 76. 30. 106 14 973.50 973.75 166650. 300. 151. 30. 181 15 973.50 973.78 166740. 90. 45. 182. 227 16 973.50 973.76 166680. -60. -30. 182. 152 17 973.50 973.79 166770. 90. 45. 129. 174 18 973.50 973.82 166860. 90. 45. 130. 175 19 973.50 973.85 166950. 90. 45. 129. 174 20 973.50 973.90 167100. 150. 76. 30. 106 21 973.50 973.98 167340. 240. 121. 24. 145 22 973.50 973.95 167250. -90. -45. 230. 185 23 973.50 973.93 167190. -60. -30. 230. 200 24 973.50 973.87 167010. -180. -91. 232. 141 25 973.50 973.80 166800. -210. -106. 231. 125 26 973.50 973.75 166650. -150. -76. 234. 158 27 973.50 973.81 166830. 180. 91. 30. 121 28 973.50 973.89 167070. 240. 121. 30. 151 29 973.50 973.90 167100. 30. 15. 231. 246 30 973.50 973.88 167040. -60. -30. 231. 201 + ____________________________________________________________________________ TOTAL FOR MONTH................ -864. 1119. -1554. 5852. 5417. NET CHANGE IN DAY-SECOND-FEET.. -436. -435. 435. AVERAGE FLOW IN C.F.S.......... -15. 195. 181. CHANGE IN CONTENTS FOR MO.(4).. -864. (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 1963 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 + ____ ____ _____ _________ ________ _____ ______ ________ _______ ______ 973.50 973.88 167040. 1 973.50 973.81 166830. -210. -106. 231. 125 2 973.50 973.75 166650. -180. -91. 231. 140 3 973.50 973.68 166440. -210. -106. 234. 128 4 973.50 973.75 166650. 210. 106. 30. 136 5 973.50 973.84 166920. 270. 136. 30. 166 6 973.50 973.78 166740. -180. -91. 234. 143 7 973.50 973.70 166500. -240. -121. 234. 113 8 973.50 973.64 166320. -180. -91. 234. 143 9 973.50 973.55 166050. -270. -136. 234. 98 10 973.50 973.49 165870. -180. -91. 234. 143 11 973.50 973.52 165960. 90. 45. 30. 75 12 973.50 973.57 166110. 150. 76. 30. 106 13 973.50 973.55 166050. -60. -30. 183. 153 14 973.50 973.51 165930. -120. -61. 182. 121 15 973.50 973.48 165840. -90. -45. 182. 137 16 973.50 973.50 165900. 60. 30. 182. 212 17 973.50 973.57 166110. 210. 106. 182. 288 18 973.50 973.68 166440. 330. 166. 30. 196 19 973.50 973.75 166650. 210. 106. 30. 136 20 973.50 973.70 166500. -150. -76. 182. 106 21 973.50 973.74 166620. 120. 61. 168. 229 22 973.50 973.70 166500. -120. -61. 166. 105 23 973.50 973.68 166440. -60. -30. 166. 136 24 973.50 973.62 166260. -180. -91. 182. 91 25 973.50 973.68 166440. 180. 91. 30. 121 26 973.50 973.75 166650. 210. 106. 30. 136 27 973.50 973.73 166590. -60. -30. 234. 204 28 973.50 973.70 166500. -90. -45. 234. 189 29 973.50 973.77 166710. 210. 106. 234. 340 30 973.50 973.89 167070. 360. 182. 30. 212 31 973.50 973.81 166830. -240. -121. 231. 110 + ____________________________________________________________________________ TOTAL FOR MONTH................ -210. 1317. -1423. 4844. 4738. NET CHANGE IN DAY-SECOND-FEET.. -106. -106. 106. AVERAGE FLOW IN C.F.S.......... -3. 156. 153. CHANGE IN CONTENTS FOR MO.(4).. -210. (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 1963 ELEVATION,NGVD29 TOTAL CHANGE IN CONTENTS FLOW, CFS + ________________ __________________ _________ (2) RULE RESERVOIR CONTENTS ACRE - DAY-SEC-FEET (3) DATE HOUR CURVE LEVEL AF FEET STORED DRAWDOWN OUTFLOW INFLOW + ____ ____ _____ _________ ________ _____ ______ ________ _______ ______ 973.50 973.81 166830. 1 973.50 973.87 167010. 180. 91. 30. 121 2 973.50 973.92 167160. 150. 76. 30. 106 3 973.50 973.84 166920. -240. -121. 281. 160 4 973.50 973.75 166650. -270. -136. 282. 146 5 973.50 973.64 166320. -330. -166. 286. 120 6 973.50 973.55 166050. -270. -136. 286. 150 7 973.50 973.41 165630. -420. -212. 286. 74 8 973.50 973.48 165840. 210. 106. 30. 136 9 973.50 973.52 165960. 120. 61. 30. 91 10 973.50 973.47 165810. -150. -76. 182. 106 11 973.50 973.39 165570. -240. -121. 182. 61 12 973.50 973.32 165360. -210. -106. 182. 76 13 973.50 973.24 165120. -240. -121. 182. 61 14 973.50 973.15 164850. -270. -136. 182. 46 15 973.50 973.18 164940. 90. 45. 30. 75 16 973.50 973.23 165090. 150. 76. 24. 100 17 973.50 973.19 164970. -120. -61. 182. 121 18 973.50 973.12 164760. -210. -106. 182. 76 19 973.50 973.05 164550. -210. -106. 182. 76 20 973.50 972.98 164344. -206. -104. 182. 78 21 973.50 972.96 164288. -56. -28. 182. 154 22 973.50 972.99 164372. 84. 42. 30. 72 23 973.50 973.06 164580. 208. 105. 30. 135 24 973.50 972.80 163840. -740. -373. 444. 71 25 973.50 972.53 163084. -756. -381. 442. 61 26 973.50 972.28 162384. -700. -353. 442. 89 27 973.50 972.02 161656. -728. -367. 449. 82 28 973.50 971.76 160928. -728. -367. 442. 75 29 973.50 971.77 160956. 28. 14. 30. 44 30 973.50 971.88 161264. 308. 155. 30. 185 + ____________________________________________________________________________ TOTAL FOR MONTH................ -5566. 771. -3577. 5754. 2948. NET CHANGE IN DAY-SECOND-FEET.. -2806. -2806. 2806. AVERAGE FLOW IN C.F.S.......... -94. 192. 98. CHANGE IN CONTENTS FOR MO.(4).. -5566. (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 1963 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 + ____ ____ _____ _________ ________ _____ ______ ________ _______ ______ 973.50 971.88 161264. 1 973.50 971.60 160480. -784. -395. 440. 45 2 973.50 971.70 160760. 280. 141. 23. 164 3 973.50 971.39 159892. -868. -438. 444. 6 4 973.50 971.42 159976. 84. 42. 20. 62 5 973.50 971.11 159108. -868. -438. 437. -1 6 973.50 971.14 159192. 84. 42. 20. 62 7 973.50 971.19 159332. 140. 71. 20. 91 8 973.50 970.92 158584. -748. -377. 437. 60 9 973.50 970.63 157801. -783. -395. 444. 49 10 973.50 970.33 156991. -810. -408. 444. 36 11 973.50 970.04 156208. -783. -395. 444. 49 12 973.50 969.73 155374. -834. -420. 444. 24 13 973.50 969.75 155428. 54. 27. 20. 47 14 973.50 969.80 155562. 134. 68. 20. 88 15 973.50 969.53 154836. -726. -366. 444. 78 16 973.50 969.23 154029. -807. -407. 444. 37 17 973.50 968.95 153277. -752. -379. 447. 68 18 973.50 968.64 152452. -825. -416. 450. 34 19 973.50 968.34 151654. -798. -402. 450. 48 20 973.50 968.35 151681. 27. 14. 20. 34 21 973.50 968.37 151734. 53. 27. 20. 47 22 973.50 968.05 150883. -851. -429. 451. 22 23 973.50 967.76 150116. -767. -387. 450. 63 24 973.50 967.50 149430. -686. -346. 450. 104 25 973.50 967.21 148664. -766. -386. 450. 64 26 973.50 966.91 147874. -790. -398. 450. 52 27 973.50 966.92 147900. 26. 13. 20. 33 28 973.50 967.00 148110. 210. 106. 20. 126 29 973.50 966.81 147612. -498. -251. 457. 206 30 973.50 966.52 146852. -760. -383. 457. 74 31 973.50 966.23 146093. -759. -383. 457. 74 + ____________________________________________________________________________ TOTAL FOR MONTH................ -15171. 551. -8199. 9594. 1946. NET CHANGE IN DAY-SECOND-FEET.. -7649. -7648. 7648. AVERAGE FLOW IN C.F.S.......... -247. 309. 63. CHANGE IN CONTENTS FOR MO.(4).. -15171. (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 1963 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 + ____ ____ _____ _________ ________ _____ ______ ________ _______ ______ 973.50 966.23 146093. 1 973.47 965.91 145257. -836. -421. 457. 36 2 973.44 965.59 144428. -829. -418. 457. 39 3 973.40 965.60 144454. 26. 13. 20. 33 4 973.37 965.62 144506. 52. 26. 20. 46 5 973.34 965.27 143599. -907. -457. 457. 0 6 973.31 964.95 142771. -828. -417. 457. 40 7 973.28 964.61 141894. -877. -442. 464. 22 8 973.24 964.26 140991. -903. -455. 467. 12 9 973.21 963.90 140066. -925. -466. 469. 3 10 973.18 963.91 140091. 25. 13. 30. 43 11 973.15 963.92 140117. 26. 13. 30. 43 12 973.12 963.56 139202. -915. -461. 469. 8 13 973.08 963.21 138313. -889. -448. 469. 21 14 973.05 962.85 137405. -908. -458. 475. 17 15 973.02 962.48 136480. -925. -466. 475. 9 16 972.99 962.11 135555. -925. -466. 475. 9 17 972.95 962.12 135580. 25. 13. 30. 43 18 972.92 962.13 135605. 25. 13. 30. 43 19 972.89 961.76 134690. -915. -461. 472. 11 20 972.86 961.41 133829. -861. -434. 472. 38 21 972.82 961.05 132943. -886. -447. 472. 25 22 972.79 960.71 132118. -825. -416. 471. 55 23 972.76 960.31 131150. -968. -488. 486. -2 24 972.73 960.31 131150. 0. 0. 30. 30 25 972.69 960.32 131174. 24. 12. 30. 42 26 972.66 960.07 130569. -605. -305. 409. 104 27 972.63 959.80 129922. -647. -326. 415. 89 28 972.60 959.48 129157. -765. -386. 415. 29 29 972.56 959.24 128584. -573. -289. 415. 126 30 972.53 958.92 127820. -764. -385. 415. 30 31 972.50 958.94 127868. 48. 24. 30. 54 + ____________________________________________________________________________ TOTAL FOR MONTH................ -18225. 127. -9312. 10283. 1098. NET CHANGE IN DAY-SECOND-FEET.. -9188. -9185. 9185. AVERAGE FLOW IN C.F.S.......... -296. 332. 35. CHANGE IN CONTENTS FOR MO.(4).. -18225. (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 1963 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 + ____ ____ _____ _________ ________ _____ ______ ________ _______ ______ 972.50 958.94 127868. 1 972.47 958.94 127868. 0. 0. 30. 30 2 972.43 958.93 127844. -24. -12. 29. 17 3 972.40 958.60 127062. -782. -394. 413. 19 4 972.37 958.35 126470. -592. -298. 412. 114 5 972.33 958.28 126304. -166. -84. 412. 328 6 972.30 958.15 125996. -308. -155. 412. 257 7 972.27 958.18 126067. 71. 36. 20. 56 8 972.23 958.24 126209. 142. 72. 20. 92 9 972.20 957.93 125476. -733. -370. 415. 45 10 972.17 957.61 124727. -749. -378. 418. 40 11 972.13 957.29 123979. -748. -377. 418. 41 12 972.10 956.97 123231. -748. -377. 418. 41 13 972.07 956.79 122815. -416. -210. 418. 208 14 972.03 956.86 122977. 162. 82. 30. 112 15 972.00 956.91 123092. 115. 58. 30. 88 16 971.97 956.60 122376. -716. -361. 412. 51 17 971.93 956.29 121660. -716. -361. 418. 57 18 971.90 955.97 120921. -739. -373. 418. 45 19 971.87 955.65 120189. -732. -369. 421. 52 20 971.83 955.30 119387. -802. -404. 415. 11 21 971.80 955.31 119410. 23. 12. 30. 42 22 971.77 955.32 119433. 23. 12. 30. 42 23 971.73 954.98 118655. -778. -392. 411. 19 24 971.70 954.63 117864. -791. -399. 420. 21 25 971.67 954.28 117073. -791. -399. 420. 21 26 971.63 953.92 116262. -811. -409. 420. 11 27 971.60 953.56 115459. -803. -405. 423. 18 28 971.57 953.96 116351. 892. 450. 30. 480 29 971.53 954.21 116915. 564. 284. 30. 314 30 971.50 953.89 116195. -720. -363. 423. 60 + ____________________________________________________________________________ TOTAL FOR MONTH................ -11673. 1006. -6890. 8616. 2732. NET CHANGE IN DAY-SECOND-FEET.. -5885. -5884. 5884. AVERAGE FLOW IN C.F.S.......... -196. 287. 91. CHANGE IN CONTENTS FOR MO.(4).. -11673. (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 1963 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 + ____ ____ _____ _________ ________ _____ ______ ________ _______ ______ 971.50 953.89 116195. 1 971.50 953.57 115481. -714. -360. 423. 63 2 971.50 953.23 114723. -758. -382. 423. 41 3 971.50 952.89 113968. -755. -381. 423. 42 4 971.50 952.52 113154. -814. -410. 423. 13 5 971.50 952.54 113198. 44. 22. 30. 52 6 971.50 952.56 113242. 44. 22. 30. 52 7 971.50 952.46 113022. -220. -111. 235. 124 8 971.50 952.38 112846. -176. -89. 234. 145 9 971.50 952.30 112670. -176. -89. 234. 145 10 971.50 952.22 112494. -176. -89. 234. 145 11 971.50 952.13 112296. -198. -100. 234. 134 12 971.50 952.22 112494. 198. 100. 30. 130 13 971.50 952.31 112692. 198. 100. 30. 130 14 971.50 952.08 112186. -506. -255. 393. 138 15 971.50 951.83 111641. -545. -275. 397. 122 16 971.50 951.57 111077. -564. -284. 397. 113 17 971.50 951.28 110448. -629. -317. 397. 80 18 971.50 950.94 109712. -736. -371. 397. 26 19 971.50 950.98 109797. 85. 43. 30. 73 20 971.50 951.02 109883. 86. 43. 30. 73 21 971.50 950.46 108684. -1199. -605. 656. 51 22 971.50 949.91 107510. -1174. -592. 646. 54 23 971.50 949.36 106350. -1160. -585. 646. 61 24 971.50 948.82 105216. -1134. -572. 646. 74 25 971.50 948.21 103947. -1269. -640. 646. 6 26 971.50 948.23 103988. 41. 21. 30. 51 27 971.50 948.26 104051. 63. 32. 30. 62 28 971.50 947.65 102796. -1255. -633. 657. 24 29 971.50 947.04 101552. -1244. -627. 666. 39 30 971.50 946.40 100270. -1282. -646. 666. 20 31 971.50 945.74 98958. -1312. -661. 666. 5 + ____________________________________________________________________________ TOTAL FOR MONTH................ -17237. 383. -9074. 10979. 2288. NET CHANGE IN DAY-SECOND-FEET.. -8690. -8691. 8691. AVERAGE FLOW IN C.F.S.......... -280. 354. 74. CHANGE IN CONTENTS FOR MO.(4).. -17237. (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 1963 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 + ____ ____ _____ _________ ________ _____ ______ ________ _______ ______ 971.50 945.74 98958. 1 971.50 945.17 97835. -1123. -566. 675. 109 2 971.50 945.25 97993. 158. 80. 30. 110 3 971.50 945.29 98071. 78. 39. 30. 69 4 971.50 944.69 96899. -1172. -591. 623. 32 5 971.50 944.15 95851. -1048. -528. 621. 93 6 971.50 943.94 95445. -406. -205. 631. 426 7 971.50 943.45 94510. -935. -471. 631. 160 8 971.50 942.88 93422. -1088. -549. 631. 82 9 971.50 942.93 93517. 95. 48. 30. 78 10 971.50 942.98 93612. 95. 48. 30. 78 11 971.50 942.81 93289. -323. -163. 227. 64 12 971.50 942.63 92947. -342. -172. 230. 58 13 971.50 942.46 92624. -323. -163. 231. 68 14 971.50 942.28 92282. -342. -172. 231. 59 15 971.50 942.08 91902. -380. -192. 231. 39 16 971.50 942.11 91959. 57. 29. 30. 59 17 971.50 942.15 92035. 76. 38. 30. 68 18 971.50 941.53 90862. -1173. -591. 643. 52 19 971.50 940.90 89674. -1188. -599. 651. 52 20 971.50 940.26 88484. -1190. -600. 661. 61 21 971.50 939.62 87297. -1187. -598. 646. 48 22 971.50 938.94 86041. -1256. -633. 665. 32 23 971.50 939.04 86224. 183. 92. 30. 122 24 971.50 939.16 86446. 222. 112. 30. 142 25 971.50 938.49 85227. -1219. -615. 667. 52 26 971.50 937.84 84055. -1172. -591. 666. 75 27 971.50 937.23 82969. -1086. -548. 611. 63 28 971.50 937.25 83005. 36. 18. 30. 48 29 971.50 937.90 84162. 1157. 583. 602. 1185 30 971.50 938.25 84793. 631. 318. 30. 348 + ____________________________________________________________________________ TOTAL FOR MONTH................ -14165. 1405. -8547. 11074. 3932. NET CHANGE IN DAY-SECOND-FEET.. -7142. -7142. 7142. AVERAGE FLOW IN C.F.S.......... -238. 369. 131. CHANGE IN CONTENTS FOR MO.(4).. -14165. (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 1963 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 + ____ ____ _____ _________ ________ _____ ______ ________ _______ ______ 971.50 938.25 84793. 1 971.50 938.42 85100. 307. 155. 30. 185 2 971.50 938.47 85191. 91. 46. 120. 166 3 971.50 938.50 85245. 54. 27. 120. 147 4 971.50 938.52 85281. 36. 18. 120. 138 5 971.50 938.56 85354. 73. 37. 117. 154 6 971.50 938.60 85426. 72. 36. 113. 149 7 971.50 938.74 85679. 253. 128. 20. 148 8 971.50 938.85 85879. 200. 101. 20. 121 9 971.50 938.28 84847. -1032. -520. 598. 78 10 971.50 937.68 83770. -1077. -543. 597. 54 11 971.50 937.12 82774. -996. -502. 607. 105 12 971.50 936.56 81790. -984. -496. 607. 111 13 971.50 936.00 80810. -980. -494. 617. 123 14 971.50 936.10 80985. 175. 88. 20. 108 15 971.50 936.18 81125. 140. 71. 20. 91 16 971.50 935.52 79989. -1136. -573. 617. 44 17 971.50 934.88 78897. -1092. -551. 627. 76 18 971.50 934.20 77748. -1149. -579. 625. 46 19 971.50 933.53 76630. -1118. -564. 625. 61 20 971.50 932.84 75488. -1142. -576. 645. 69 21 971.50 932.88 75553. 65. 33. 30. 63 22 971.50 932.96 75684. 131. 66. 30. 96 23 971.50 932.32 74635. -1049. -529. 640. 111 24 971.50 931.61 73478. -1157. -583. 660. 77 25 971.50 931.70 73624. 146. 74. 30. 104 26 971.50 931.00 72490. -1134. -572. 655. 83 27 971.50 930.30 71377. -1113. -561. 665. 104 28 971.50 930.39 71520. 143. 72. 30. 102 29 971.50 930.48 71663. 143. 72. 30. 102 30 971.50 929.82 70616. -1047. -528. 601. 73 31 971.50 929.25 69715. -901. -454. 596. 142 + ____________________________________________________________________________ TOTAL FOR MONTH................ -15078. 1024. -8625. 10832. 3231. NET CHANGE IN DAY-SECOND-FEET.. -7602. -7601. 7601. AVERAGE FLOW IN C.F.S.......... -245. 349. 104. CHANGE IN CONTENTS FOR MO.(4).. -15078. (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 1964 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 + ____ ____ _____ _________ ________ _____ ______ ________ _______ ______ 971.50 929.25 69715. 1 971.50 929.33 69841. 126. 64. 30. 94 2 971.50 928.66 68793. -1048. -528. 610. 82 3 971.50 928.07 67879. -914. -461. 620. 159 4 971.50 928.32 68266. 387. 195. 30. 225 5 971.50 928.50 68545. 279. 141. 30. 171 6 971.50 928.56 68638. 93. 47. 119. 166 7 971.50 929.02 69352. 714. 360. 116. 476 8 971.50 929.33 69841. 489. 247. 114. 361 9 971.50 930.20 71218. 1377. 694. 114. 808 10 971.50 930.70 72013. 795. 401. 112. 513 11 971.50 930.95 72411. 398. 201. 20. 221 12 971.50 931.26 72911. 500. 252. 20. 272 13 971.50 931.36 73073. 162. 82. 110. 192 14 971.50 931.40 73138. 65. 33. 112. 145 15 971.50 931.45 73219. 81. 41. 112. 153 16 971.50 931.48 73268. 49. 25. 112. 137 17 971.50 931.54 73365. 97. 49. 110. 159 18 971.50 931.69 73608. 243. 123. 20. 143 19 971.50 931.86 73883. 275. 139. 20. 159 20 971.50 932.25 74520. 637. 321. 110. 431 21 971.50 932.50 74930. 410. 207. 110. 317 22 971.50 932.72 75291. 361. 182. 109. 291 23 971.50 932.90 75586. 295. 149. 109. 258 24 971.50 932.78 75389. -197. -99. 109. 10 25 971.50 935.05 79186. 3797. 1914. 20. 1934 26 971.50 935.68 80263. 1077. 543. 20. 563 27 971.50 935.90 80639. 376. 190. 107. 297 28 971.50 936.16 81090. 451. 227. 107. 334 29 971.50 936.26 81265. 175. 88. 107. 195 30 971.50 936.40 81510. 245. 124. 107. 231 31 971.50 936.49 81668. 158. 80. 104. 184 + ____________________________________________________________________________ TOTAL FOR MONTH................ 11953. 7119. -1088. 3650. 9681. NET CHANGE IN DAY-SECOND-FEET.. 6026. 6031. 6031. AVERAGE FLOW IN C.F.S.......... 195. 118. 312. CHANGE IN CONTENTS FOR MO.(4).. 11953. (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 1964 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 + ____ ____ _____ _________ ________ _____ ______ ________ _______ ______ 971.50 936.49 81668. 1 971.53 936.67 81983. 315. 159. 20. 179 2 971.57 936.78 82175. 192. 97. 20. 117 3 971.60 936.86 82315. 140. 71. 105. 176 4 971.63 936.88 82350. 35. 18. 105. 123 5 971.66 936.90 82385. 35. 18. 105. 123 6 971.70 938.80 85788. 3403. 1716. 105. 1821 7 971.73 939.20 86520. 732. 369. 103. 472 8 971.76 939.50 87075. 555. 280. 20. 300 9 971.79 939.85 87723. 648. 327. 20. 347 10 971.83 940.00 88000. 277. 140. 103. 243 11 971.86 940.12 88223. 223. 112. 103. 215 12 971.89 940.20 88372. 149. 75. 103. 178 13 971.92 940.25 88465. 93. 47. 103. 150 14 971.96 940.35 88651. 186. 94. 103. 197 15 971.99 940.60 89116. 465. 234. 20. 254 16 972.02 941.05 89955. 839. 423. 20. 443 17 972.06 941.22 90276. 321. 162. 103. 265 18 972.09 942.10 91940. 1664. 839. 102. 941 19 972.12 942.65 92985. 1045. 527. 100. 627 20 972.15 942.93 93517. 532. 268. 101. 369 21 972.19 943.20 94032. 515. 260. 101. 361 22 972.22 943.43 94471. 439. 221. 20. 241 23 972.25 943.65 94892. 421. 212. 20. 232 24 972.29 943.82 95216. 324. 163. 66. 229 25 972.32 943.97 95503. 287. 145. 66. 211 26 972.35 944.11 95773. 270. 136. 66. 202 27 972.38 944.23 96006. 233. 117. 66. 183 28 972.42 944.35 96239. 233. 117. 66. 183 29 972.45 944.58 96685. 446. 225. 20. 245 + ____________________________________________________________________________ TOTAL FOR MONTH................ 15017. 7572. 0. 2055. 9627. NET CHANGE IN DAY-SECOND-FEET.. 7571. 7572. 7572. AVERAGE FLOW IN C.F.S.......... 261. 71. 332. CHANGE IN CONTENTS FOR MO.(4).. 15017. (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 1964 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 + ____ ____ _____ _________ ________ _____ ______ ________ _______ ______ 972.45 944.58 96685. 1 972.48 944.75 97015. 330. 166. 20. 186 2 972.52 944.90 97306. 291. 147. 76. 223 3 972.55 945.22 97933. 627. 316. 66. 382 4 972.59 945.50 98485. 552. 278. 65. 343 5 972.62 946.16 99790. 1305. 658. 65. 723 6 972.65 946.52 100510. 720. 363. 66. 429 7 972.69 946.85 101170. 660. 333. 26. 359 8 972.72 947.12 101715. 545. 275. 20. 295 9 972.76 947.26 102000. 285. 144. 115. 259 10 972.79 947.44 102368. 368. 186. 118. 304 11 972.82 947.52 102531. 163. 82. 115. 197 12 972.86 947.67 102837. 306. 154. 115. 269 13 972.89 947.73 102959. 122. 62. 115. 177 14 972.93 947.95 103408. 449. 226. 20. 246 15 972.96 948.25 104030. 622. 314. 20. 334 16 972.99 948.37 104280. 250. 126. 115. 241 17 973.03 948.46 104467. 187. 94. 115. 209 18 973.06 948.56 104675. 208. 105. 115. 220 19 973.09 948.63 104820. 145. 73. 115. 188 20 973.13 948.75 105070. 250. 126. 113. 239 21 973.16 948.94 105465. 395. 199. 20. 219 22 973.20 949.15 105907. 442. 223. 20. 243 23 973.23 949.25 106118. 211. 106. 113. 219 24 973.26 949.31 106244. 126. 64. 113. 177 25 973.30 949.42 106476. 232. 117. 113. 230 26 973.33 949.48 106603. 127. 64. 113. 177 27 973.36 949.53 106708. 105. 53. 113. 166 28 973.40 949.65 106962. 254. 128. 20. 148 29 973.43 949.78 107236. 274. 138. 20. 158 30 973.47 949.84 107362. 126. 64. 113. 177 31 973.50 949.87 107426. 64. 32. 113. 145 + ____________________________________________________________________________ TOTAL FOR MONTH................ 10741. 5416. 0. 2466. 7882. NET CHANGE IN DAY-SECOND-FEET.. 5415. 5416. 5416. AVERAGE FLOW IN C.F.S.......... 175. 80. 254. CHANGE IN CONTENTS FOR MO.(4).. 10741. (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 1964 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 + ____ ____ _____ _________ ________ _____ ______ ________ _______ ______ 973.50 949.87 107426. 1 973.50 949.90 107489. 63. 32. 113. 145 2 973.50 949.95 107595. 106. 53. 112. 165 3 973.50 950.01 107721. 126. 64. 113. 177 4 973.50 950.12 107957. 236. 119. 20. 139 5 973.50 950.20 108128. 171. 86. 20. 106 6 973.50 950.32 108385. 257. 130. 113. 243 7 973.50 950.50 108770. 385. 194. 113. 307 8 973.50 950.65 109091. 321. 162. 113. 275 9 973.50 950.75 109305. 214. 108. 112. 220 10 973.50 950.83 109476. 171. 86. 112. 198 11 973.50 950.96 109754. 278. 140. 20. 160 12 973.50 951.10 110057. 303. 153. 20. 173 13 973.50 951.25 110383. 326. 164. 111. 275 14 973.50 951.78 111533. 1150. 580. 112. 692 15 973.50 952.05 112120. 587. 296. 112. 408 16 973.50 952.23 112516. 396. 200. 112. 312 17 973.50 952.37 112824. 308. 155. 112. 267 18 973.50 952.57 113264. 440. 222. 20. 242 19 973.50 952.75 113660. 396. 200. 20. 220 20 973.50 952.82 113814. 154. 78. 64. 142 21 973.50 952.96 114122. 308. 155. 64. 219 22 973.50 953.10 114433. 311. 157. 64. 221 23 973.50 953.18 114611. 178. 90. 64. 154 24 973.50 953.30 114879. 268. 135. 64. 199 25 973.50 953.41 115124. 245. 124. 20. 144 26 973.50 953.53 115392. 268. 135. 20. 155 27 973.50 953.75 115883. 491. 248. 62. 310 28 973.50 954.10 116666. 783. 395. 63. 458 29 973.50 954.35 117231. 565. 285. 63. 348 30 973.50 954.50 117570. 339. 171. 63. 234 + ____________________________________________________________________________ TOTAL FOR MONTH................ 10144. 5117. 0. 2191. 7308. NET CHANGE IN DAY-SECOND-FEET.. 5114. 5117. 5117. AVERAGE FLOW IN C.F.S.......... 171. 73. 244. CHANGE IN CONTENTS FOR MO.(4).. 10144. (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 1964 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 + ____ ____ _____ _________ ________ _____ ______ ________ _______ ______ 973.50 954.50 117570. 1 973.50 954.65 117909. 339. 171. 63. 234 2 973.50 954.81 118271. 362. 183. 20. 203 3 973.50 954.97 118632. 361. 182. 20. 202 4 973.50 955.10 118929. 297. 150. 63. 213 5 973.50 955.18 119112. 183. 92. 63. 155 6 973.50 955.27 119318. 206. 104. 63. 167 7 973.50 955.35 119502. 184. 93. 63. 156 8 973.50 955.43 119685. 183. 92. 63. 155 9 973.50 955.54 119937. 252. 127. 20. 147 10 973.50 955.62 120120. 183. 92. 20. 112 11 973.50 955.68 120257. 137. 69. 63. 132 12 973.50 955.75 120418. 161. 81. 63. 144 13 973.50 955.93 120830. 412. 208. 62. 270 14 973.50 956.02 121036. 206. 104. 62. 166 15 973.50 956.07 121152. 116. 58. 62. 120 16 973.50 956.17 121383. 231. 116. 20. 136 17 973.50 956.25 121568. 185. 93. 20. 113 18 973.50 956.30 121683. 115. 58. 62. 120 19 973.50 956.33 121752. 69. 35. 62. 97 20 973.50 956.37 121845. 93. 47. 62. 109 21 973.50 956.38 121868. 23. 12. 62. 74 22 973.50 956.42 121960. 92. 46. 62. 108 23 973.50 956.54 122237. 277. 140. 20. 160 24 973.50 956.60 122376. 139. 70. 20. 90 25 973.50 956.63 122445. 69. 35. 68. 103 26 973.50 956.65 122492. 47. 24. 65. 89 27 973.50 956.67 122538. 46. 23. 66. 89 28 973.50 956.72 122653. 115. 58. 66. 124 29 973.50 956.80 122838. 185. 93. 66. 159 30 973.50 956.89 123046. 208. 105. 20. 125 31 973.50 956.92 123115. 69. 35. 20. 55 + ____________________________________________________________________________ TOTAL FOR MONTH................ 5545. 2796. 0. 1531. 4327. NET CHANGE IN DAY-SECOND-FEET.. 2796. 2796. 2796. AVERAGE FLOW IN C.F.S.......... 90. 49. 140. CHANGE IN CONTENTS FOR MO.(4).. 5545. (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 1964 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 + ____ ____ _____ _________ ________ _____ ______ ________ _______ ______ 973.50 956.92 123115. 1 973.50 957.02 123347. 232. 117. 62. 179 2 973.50 957.18 123721. 374. 189. 62. 251 3 973.50 957.25 123885. 164. 83. 62. 145 4 973.50 957.30 124002. 117. 59. 62. 121 5 973.50 957.34 124096. 94. 47. 62. 109 6 973.50 957.40 124236. 140. 71. 20. 91 7 973.50 957.45 124353. 117. 59. 20. 79 8 973.50 957.50 124470. 117. 59. 62. 121 9 973.50 957.52 124517. 47. 24. 62. 86 10 973.50 957.53 124540. 23. 12. 62. 74 11 973.50 957.54 124564. 24. 12. 62. 74 12 973.50 957.55 124587. 23. 12. 62. 74 13 973.50 957.59 124681. 94. 47. 20. 67 14 973.50 957.62 124751. 70. 35. 20. 55 15 973.50 957.64 124798. 47. 24. 62. 86 16 973.50 957.64 124798. 0. 0. 62. 62 17 973.50 957.64 124798. 0. 0. 62. 62 18 973.50 957.65 124821. 23. 12. 62. 74 19 973.50 957.67 124868. 47. 24. 64. 88 20 973.50 957.70 124938. 70. 35. 20. 55 21 973.50 957.73 125008. 70. 35. 20. 55 22 973.50 957.75 125055. 47. 24. 62. 86 23 973.50 957.79 125149. 94. 47. 62. 109 24 973.50 957.79 125149. 0. 0. 62. 62 25 973.50 957.79 125149. 0. 0. 62. 62 26 973.50 957.79 125149. 0. 0. 62. 62 27 973.50 957.79 125149. 0. 0. 20. 20 28 973.50 957.80 125172. 23. 12. 20. 32 29 973.50 957.77 125102. -70. -35. 68. 33 30 973.50 957.74 125032. -70. -35. 71. 36 + ____________________________________________________________________________ TOTAL FOR MONTH................ 1917. 1039. -70. 1541. 2510. NET CHANGE IN DAY-SECOND-FEET.. 966. 969. 969. AVERAGE FLOW IN C.F.S.......... 32. 51. 84. CHANGE IN CONTENTS FOR MO.(4).. 1917. (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 1964 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 + ____ ____ _____ _________ ________ _____ ______ ________ _______ ______ 973.50 957.74 125032. 1 973.50 957.70 124938. -94. -47. 70. 23 2 973.50 957.67 124868. -70. -35. 70. 35 3 973.50 957.66 124844. -24. -12. 71. 59 4 973.50 957.68 124891. 47. 24. 30. 54 5 973.50 957.69 124915. 24. 12. 30. 42 6 973.50 957.64 124798. -117. -59. 71. 12 7 973.50 957.59 124681. -117. -59. 70. 11 8 973.50 957.55 124587. -94. -47. 71. 24 9 973.50 957.53 124540. -47. -24. 71. 47 10 973.50 957.54 124564. 24. 12. 70. 82 11 973.50 957.55 124587. 23. 12. 30. 42 12 973.50 958.35 126470. 1883. 949. 28. 977 13 973.50 958.55 126944. 474. 239. 65. 304 14 973.50 958.30 126351. -593. -299. 378. 79 15 973.50 958.33 126422. 71. 36. 62. 98 16 973.50 958.33 126422. 0. 0. 62. 62 17 973.50 958.44 126683. 261. 132. 63. 195 18 973.50 958.62 127109. 426. 215. 20. 235 19 973.50 960.30 131126. 4017. 2025. 20. 2045 20 973.50 961.10 133066. 1940. 978. 62. 1040 21 973.50 961.60 134296. 1230. 620. 62. 682 22 973.50 962.10 135530. 1234. 622. 62. 684 23 973.50 962.32 136080. 550. 277. 62. 339 24 973.50 962.50 136530. 450. 227. 62. 289 25 973.50 962.59 136755. 225. 113. 20. 133 26 973.50 962.66 136930. 175. 88. 20. 108 27 973.50 962.70 137030. 100. 50. 62. 112 28 973.50 962.75 137155. 125. 63. 61. 124 29 973.50 962.83 137355. 200. 101. 61. 162 30 973.50 962.90 137530. 175. 88. 61. 149 31 973.50 962.98 137730. 200. 101. 62. 163 + ____________________________________________________________________________ TOTAL FOR MONTH................ 12698. 6984. -582. 2009. 8411. NET CHANGE IN DAY-SECOND-FEET.. 6402. 6402. 6402. AVERAGE FLOW IN C.F.S.......... 207. 65. 271. CHANGE IN CONTENTS FOR MO.(4).. 12698. (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 1964 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 + ____ ____ _____ _________ ________ _____ ______ ________ _______ ______ 973.50 962.98 137730. 1 973.47 963.01 137805. 75. 38. 20. 58 2 973.44 963.07 137958. 153. 77. 20. 97 3 973.40 963.14 138136. 178. 90. 62. 152 4 973.37 963.17 138212. 76. 38. 60. 98 5 973.34 963.19 138263. 51. 26. 62. 88 6 973.31 963.20 138288. 25. 13. 61. 74 7 973.28 963.21 138313. 25. 13. 62. 75 8 973.24 963.24 138390. 77. 39. 20. 59 9 973.21 963.25 138415. 25. 13. 20. 33 10 973.18 963.27 138466. 51. 26. 61. 87 11 973.15 963.29 138517. 51. 26. 61. 87 12 973.12 963.32 138593. 76. 38. 61. 99 13 973.08 963.32 138593. 0. 0. 61. 61 14 973.05 963.31 138567. -26. -13. 61. 48 15 973.02 963.32 138593. 26. 13. 20. 33 16 972.99 963.35 138669. 76. 38. 20. 58 17 972.95 963.37 138720. 51. 26. 60. 86 18 972.92 963.39 138771. 51. 26. 61. 87 19 972.89 963.39 138771. 0. 0. 61. 61 20 972.86 963.39 138771. 0. 0. 61. 61 21 972.82 963.38 138745. -26. -13. 61. 48 22 972.79 963.39 138771. 26. 13. 20. 33 23 972.76 963.40 138796. 25. 13. 20. 33 24 972.73 963.40 138796. 0. 0. 65. 65 25 972.69 963.38 138745. -51. -26. 69. 43 26 972.66 963.35 138669. -76. -38. 69. 31 27 972.63 963.32 138593. -76. -38. 69. 31 28 972.60 962.99 137755. -838. -422. 466. 44 29 972.56 963.02 137831. 76. 38. 30. 68 30 972.53 963.78 139761. 1930. 973. 30. 1003 31 972.50 967.87 150407. 10646. 5367. 20. 5387 + ____________________________________________________________________________ TOTAL FOR MONTH................ 12677. 6944. -550. 1894. 8288. NET CHANGE IN DAY-SECOND-FEET.. 6391. 6394. 6394. AVERAGE FLOW IN C.F.S.......... 206. 61. 267. CHANGE IN CONTENTS FOR MO.(4).. 12677. (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 1964 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 + ____ ____ _____ _________ ________ _____ ______ ________ _______ ______ 972.50 967.87 150407. 1 972.47 968.27 151468. 1061. 535. 116. 651 2 972.43 968.40 151814. 346. 174. 115. 289 3 972.40 968.47 152000. 186. 94. 114. 208 4 972.37 968.54 152186. 186. 94. 117. 211 5 972.33 968.62 152399. 213. 107. 20. 127 6 972.30 968.70 152612. 213. 107. 20. 127 7 972.27 968.74 152718. 106. 53. 20. 73 8 972.23 968.55 152213. -505. -255. 417. 162 9 972.20 968.31 151575. -638. -322. 415. 93 10 972.17 968.08 150963. -612. -309. 415. 106 11 972.13 967.85 150354. -609. -307. 415. 108 12 972.10 967.91 150512. 158. 80. 20. 100 13 972.07 967.97 150671. 159. 80. 20. 100 14 972.03 967.82 150275. -396. -200. 317. 117 15 972.00 967.65 149826. -449. -226. 316. 90 16 971.97 967.49 149404. -422. -213. 315. 102 17 971.93 967.32 148955. -449. -226. 314. 88 18 971.90 967.14 148480. -475. -239. 314. 75 19 971.87 967.27 148823. 343. 173. 20. 193 20 971.83 967.32 148955. 132. 67. 20. 87 21 971.80 967.30 148902. -53. -27. 214. 187 22 971.77 967.20 148638. -264. -133. 214. 81 23 971.73 967.11 148400. -238. -120. 214. 94 24 971.70 966.98 148058. -342. -172. 215. 43 25 971.67 967.87 150407. 2349. 1184. 214. 1398 26 971.63 966.88 147796. -2611. -1316. 20. -1296 27 971.60 966.94 147953. 157. 79. 20. 99 28 971.57 966.92 147900. -53. -27. 167. 140 29 971.53 967.00 148110. 210. 106. 167. 273 30 971.50 967.13 148453. 343. 173. 168. 341 + ____________________________________________________________________________ TOTAL FOR MONTH................ -1954. 3106. -4092. 5453. 4467. NET CHANGE IN DAY-SECOND-FEET.. -985. -986. 986. AVERAGE FLOW IN C.F.S.......... -33. 182. 149. CHANGE IN CONTENTS FOR MO.(4).. -1954. (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 1964 ELEVATION,NGVD29 TOTAL CHANGE IN CONTENTS FLOW, CFS + ________________ __________________ _________ (2) RULE RESERVOIR CONTENTS ACRE - DAY-SEC-FEET (3) DATE HOUR CURVE LEVEL AF FEET STORED DRAWDOWN OUTFLOW INFLOW + ____ ____ _____ _________ ________ _____ ______ ________ _______ ______ 971.50 967.13 148453. 1 971.50 967.27 148823. 370. 187. 167. 354 2 971.50 967.37 149087. 264. 133. 167. 300 3 971.50 967.49 149404. 317. 160. 20. 180 4 971.50 967.73 150037. 633. 319. 20. 339 5 971.50 967.80 150222. 185. 93. 167. 260 6 971.50 967.81 150248. 26. 13. 165. 178 7 971.50 967.81 150248. 0. 0. 167. 167 8 971.50 967.78 150169. -79. -40. 167. 127 9 971.50 967.72 150011. -158. -80. 167. 87 10 971.50 967.78 150169. 158. 80. 20. 100 11 971.50 967.84 150328. 159. 80. 20. 100 12 971.50 967.82 150275. -53. -27. 167. 140 13 971.50 967.77 150143. -132. -67. 167. 100 14 971.50 967.73 150037. -106. -53. 167. 114 15 971.50 967.68 149905. -132. -67. 166. 99 16 971.50 968.49 152053. 2148. 1083. 167. 1250 17 971.50 969.18 153894. 1841. 928. 20. 948 18 971.50 969.40 154486. 592. 298. 20. 318 19 971.50 969.50 154755. 269. 136. 167. 303 20 971.50 969.52 154809. 54. 27. 167. 194 21 971.50 969.53 154836. 27. 14. 167. 181 22 971.50 969.53 154836. 0. 0. 166. 166 23 971.50 969.51 154782. -54. -27. 167. 140 24 971.50 969.61 155051. 269. 136. 20. 156 25 971.50 969.68 155239. 188. 95. 20. 115 26 971.50 969.70 155293. 54. 27. 115. 142 27 971.50 969.70 155293. 0. 0. 115. 115 28 971.50 969.72 155347. 54. 27. 115. 142 29 971.50 969.74 155401. 54. 27. 115. 142 30 971.50 969.76 155454. 53. 27. 115. 142 31 971.50 969.83 155643. 189. 95. 20. 115 + ____________________________________________________________________________ TOTAL FOR MONTH................ 7190. 3985. -361. 3590. 7214. NET CHANGE IN DAY-SECOND-FEET.. 3625. 3624. 3624. AVERAGE FLOW IN C.F.S.......... 117. 116. 233. CHANGE IN CONTENTS FOR MO.(4).. 7190. (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 1964 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 + ____ ____ _____ _________ ________ _____ ______ ________ _______ ______ 971.50 969.83 155643. 1 971.50 969.90 155831. 188. 95. 20. 115 2 971.50 969.90 155831. 0. 0. 116. 116 3 971.50 969.91 155858. 27. 14. 115. 129 4 971.50 969.92 155885. 27. 14. 115. 129 5 971.50 969.92 155885. 0. 0. 115. 115 6 971.50 969.93 155912. 27. 14. 115. 129 7 971.50 970.03 156181. 269. 136. 20. 156 8 971.50 970.08 156316. 135. 68. 20. 88 9 971.50 970.10 156370. 54. 27. 115. 142 10 971.50 970.16 156532. 162. 82. 115. 197 11 971.50 970.21 156667. 135. 68. 115. 183 12 971.50 970.24 156748. 81. 41. 115. 156 13 971.50 970.28 156856. 108. 54. 115. 169 14 971.50 970.38 157126. 270. 136. 20. 156 15 971.50 970.48 157396. 270. 136. 20. 156 16 971.50 970.52 157504. 108. 54. 115. 169 17 971.50 970.54 157558. 54. 27. 115. 142 18 971.50 970.58 157666. 108. 54. 114. 168 19 971.50 970.65 157855. 189. 95. 114. 209 20 971.50 970.68 157936. 81. 41. 114. 155 21 971.50 970.71 158017. 81. 41. 20. 61 22 971.50 970.76 158152. 135. 68. 20. 88 23 971.50 970.74 158098. -54. -27. 165. 138 24 971.50 970.68 157936. -162. -82. 214. 132 25 971.50 972.40 162720. 4784. 2412. 213. 2625 26 971.50 972.87 164036. 1316. 663. 30. 693 27 971.50 973.01 164430. 394. 199. 221. 420 28 971.50 973.19 164970. 540. 272. 30. 302 29 971.50 973.35 165450. 480. 242. 30. 272 30 971.50 973.12 164760. -690. -348. 650. 302 + ____________________________________________________________________________ TOTAL FOR MONTH................ 9117. 5053. -457. 3416. 8012. NET CHANGE IN DAY-SECOND-FEET.. 4597. 4596. 4596. AVERAGE FLOW IN C.F.S.......... 153. 114. 267. CHANGE IN CONTENTS FOR MO.(4).. 9117. (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 1964 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 + ____ ____ _____ _________ ________ _____ ______ ________ _______ ______ 971.50 973.12 164760. 1 971.50 972.82 163896. -864. -436. 651. 215 2 971.50 972.50 163000. -896. -452. 651. 199 3 971.50 972.20 162160. -840. -424. 651. 227 4 971.50 971.96 161488. -672. -339. 651. 312 5 971.50 972.11 161908. 420. 212. 30. 242 6 971.50 972.25 162300. 392. 198. 30. 228 7 971.50 972.20 162160. -140. -71. 284. 213 8 971.50 972.15 162020. -140. -71. 288. 217 9 971.50 972.10 161880. -140. -71. 286. 215 10 971.50 972.02 161656. -224. -113. 286. 173 11 971.50 971.96 161488. -168. -85. 286. 201 12 971.50 972.12 161936. 448. 226. 30. 256 13 971.50 972.25 162300. 364. 184. 30. 214 14 971.50 972.20 162160. -140. -71. 286. 215 15 971.50 972.15 162020. -140. -71. 286. 215 16 971.50 972.05 161740. -280. -141. 286. 145 17 971.50 971.97 161516. -224. -113. 286. 173 18 971.50 971.87 161236. -280. -141. 286. 145 19 971.50 971.97 161516. 280. 141. 30. 171 20 971.50 972.12 161936. 420. 212. 30. 242 21 971.50 972.00 161600. -336. -169. 386. 217 22 971.50 971.84 161152. -448. -226. 386. 160 23 971.50 971.70 160760. -392. -198. 389. 191 24 971.50 971.52 160256. -504. -254. 386. 132 25 971.50 971.67 160676. 420. 212. 30. 242 26 971.50 971.90 161320. 644. 325. 30. 355 27 971.50 972.25 162300. 980. 494. 30. 524 28 971.50 972.40 162720. 420. 212. 237. 449 29 971.50 972.20 162160. -560. -282. 651. 369 30 971.50 971.94 161432. -728. -367. 651. 284 31 971.50 971.64 160592. -840. -424. 651. 227 + ____________________________________________________________________________ TOTAL FOR MONTH................ -4168. 2416. -4519. 9471. 7368. NET CHANGE IN DAY-SECOND-FEET.. -2101. -2103. 2103. AVERAGE FLOW IN C.F.S.......... -68. 306. 238. CHANGE IN CONTENTS FOR MO.(4).. -4168. (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 1965 ELEVATION,NGVD29 TOTAL CHANGE IN CONTENTS FLOW, CFS + ________________ __________________ _________ (2) RULE RESERVOIR CONTENTS ACRE - DAY-SEC-FEET (3) DATE HOUR CURVE LEVEL AF FEET STORED DRAWDOWN OUTFLOW INFLOW + ____ ____ _____ _________ ________ _____ ______ ________ _______ ______ 971.50 971.64 160592. 1 971.50 971.78 160984. 392. 198. 30. 228 2 971.50 971.91 161348. 364. 184. 30. 214 3 971.50 972.06 161768. 420. 212. 30. 242 4 971.50 971.90 161320. -448. -226. 435. 209 5 971.50 971.73 160844. -476. -240. 437. 197 6 971.50 971.58 160424. -420. -212. 391. 179 7 971.50 971.43 160004. -420. -212. 391. 179 8 971.50 971.28 159584. -420. -212. 391. 179 9 971.50 971.44 160032. 448. 226. 30. 256 10 971.50 971.85 161180. 1148. 579. 30. 609 11 971.50 971.95 161460. 280. 141. 234. 375 12 971.50 971.98 161544. 84. 42. 237. 279 13 971.50 972.00 161600. 56. 28. 234. 262 14 971.50 972.00 161600. 0. 0. 236. 236 15 971.50 971.99 161572. -28. -14. 236. 222 16 971.50 972.14 161992. 420. 212. 30. 242 17 971.50 972.25 162300. 308. 155. 30. 185 18 971.50 972.10 161880. -420. -212. 446. 234 19 971.50 971.92 161376. -504. -254. 444. 190 20 971.50 971.78 160984. -392. -198. 437. 239 21 971.50 971.60 160480. -504. -254. 441. 187 22 971.50 971.43 160004. -476. -240. 441. 201 23 971.50 971.65 160620. 616. 311. 30. 341 24 971.50 972.18 162104. 1484. 748. 30. 778 25 971.50 972.38 162664. 560. 282. 182. 464 26 971.50 972.20 162160. -504. -254. 651. 397 27 971.50 971.95 161460. -700. -353. 651. 298 28 971.50 971.72 160816. -644. -325. 651. 326 29 971.50 971.43 160004. -812. -409. 651. 242 30 971.50 971.57 160396. 392. 198. 30. 228 31 971.50 971.72 160816. 420. 212. 30. 242 + ____________________________________________________________________________ TOTAL FOR MONTH................ 224. 3728. -3615. 8547. 8660. NET CHANGE IN DAY-SECOND-FEET.. 113. 113. 113. AVERAGE FLOW IN C.F.S.......... 4. 276. 279. CHANGE IN CONTENTS FOR MO.(4).. 224. (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 1965 ELEVATION,NGVD29 TOTAL CHANGE IN CONTENTS FLOW, CFS + ________________ __________________ _________ (2) RULE RESERVOIR CONTENTS ACRE - DAY-SEC-FEET (3) DATE HOUR CURVE LEVEL AF FEET STORED DRAWDOWN OUTFLOW INFLOW + ____ ____ _____ _________ ________ _____ ______ ________ _______ ______ 971.50 971.72 160816. 1 971.53 971.78 160984. 168. 85. 182. 267 2 971.57 971.79 161012. 28. 14. 182. 196 3 971.60 971.79 161012. 0. 0. 182. 182 4 971.64 971.81 161068. 56. 28. 182. 210 5 971.67 971.82 161096. 28. 14. 182. 196 6 971.70 971.98 161544. 448. 226. 30. 256 7 971.74 974.25 168100. 6556. 3305. 30. 3335 8 971.77 974.62 169136. 1036. 522. 688. 1210 9 971.81 974.57 168996. -140. -71. 691. 620 10 971.84 974.45 168660. -336. -169. 691. 522 11 971.87 974.30 168240. -420. -212. 691. 479 12 971.91 974.12 167736. -504. -254. 691. 437 13 971.94 974.35 168380. 644. 325. 30. 355 14 971.98 974.60 169080. 700. 353. 30. 383 15 972.01 974.37 168436. -644. -325. 693. 368 16 972.04 974.15 167820. -616. -311. 689. 378 17 972.08 973.90 167100. -720. -363. 690. 327 18 972.11 973.63 166290. -810. -408. 691. 283 19 972.15 973.37 165510. -780. -393. 691. 298 20 972.18 973.51 165930. 420. 212. 30. 242 21 972.21 973.70 166500. 570. 287. 30. 317 22 972.25 973.50 165900. -600. -303. 598. 295 23 972.28 973.26 165180. -720. -363. 598. 235 24 972.31 973.12 164760. -420. -212. 598. 386 25 972.35 974.12 167736. 2976. 1500. 589. 2089 26 972.38 974.10 167680. -56. -28. 691. 663 27 972.42 973.98 167340. -340. -171. 641. 470 28 972.45 974.28 168184. 844. 426. 30. 456 + ____________________________________________________________________________ TOTAL FOR MONTH................ 7368. 7297. -3583. 11741. 15455. NET CHANGE IN DAY-SECOND-FEET.. 3715. 3714. 3714. AVERAGE FLOW IN C.F.S.......... 133. 419. 552. CHANGE IN CONTENTS FOR MO.(4).. 7368. (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 1965 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 + ____ ____ _____ _________ ________ _____ ______ ________ _______ ______ 972.45 974.28 168184. 1 972.48 974.05 167540. -644. -325. 691. 366 2 972.52 973.88 167040. -500. -252. 691. 439 3 972.55 973.76 166680. -360. -182. 691. 509 4 972.59 973.85 166950. 270. 136. 691. 827 5 972.62 973.91 167130. 180. 91. 691. 782 6 972.65 974.32 168296. 1166. 588. 30. 618 7 972.69 974.62 169136. 840. 424. 30. 454 8 972.72 974.47 168716. -420. -212. 691. 479 9 972.76 974.22 168016. -700. -353. 691. 338 10 972.79 974.00 167400. -616. -311. 691. 380 11 972.82 973.78 166740. -660. -333. 691. 358 12 972.86 973.52 165960. -780. -393. 691. 298 13 972.89 973.70 166500. 540. 272. 30. 302 14 972.93 973.90 167100. 600. 303. 30. 333 15 972.96 973.78 166740. -360. -182. 484. 302 16 972.99 973.67 166410. -330. -166. 482. 316 17 973.03 973.68 166440. 30. 15. 482. 497 18 973.06 973.65 166350. -90. -45. 482. 437 19 973.09 973.55 166050. -300. -151. 490. 339 20 973.13 973.74 166620. 570. 287. 30. 317 21 973.16 973.95 167250. 630. 318. 30. 348 22 973.20 973.83 166890. -360. -182. 482. 300 23 973.23 973.72 166560. -330. -166. 482. 316 24 973.26 973.62 166260. -300. -151. 482. 331 25 973.30 973.65 166350. 90. 45. 490. 535 26 973.33 974.37 168436. 2086. 1052. 482. 1534 27 973.36 974.90 169920. 1484. 748. 30. 778 28 973.40 975.25 170950. 1030. 519. 30. 549 29 973.43 975.15 170650. -300. -151. 683. 532 30 973.47 975.00 170200. -450. -227. 681. 454 31 973.50 974.78 169584. -616. -311. 681. 370 + ____________________________________________________________________________ TOTAL FOR MONTH................ 1400. 4798. -4093. 14033. 14738. NET CHANGE IN DAY-SECOND-FEET.. 706. 705. 705. AVERAGE FLOW IN C.F.S.......... 23. 453. 475. CHANGE IN CONTENTS FOR MO.(4).. 1400. (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 1965 ELEVATION,NGVD29 TOTAL CHANGE IN CONTENTS FLOW, CFS + ________________ __________________ _________ (2) RULE RESERVOIR CONTENTS ACRE - DAY-SEC-FEET (3) DATE HOUR CURVE LEVEL AF FEET STORED DRAWDOWN OUTFLOW INFLOW + ____ ____ _____ _________ ________ _____ ______ ________ _______ ______ 973.50 974.78 169584. 1 973.50 974.56 168968. -616. -311. 691. 380 2 973.50 974.32 168296. -672. -339. 691. 352 3 973.50 974.42 168576. 280. 141. 186. 327 4 973.50 974.65 169220. 644. 325. 35. 360 5 973.50 974.45 168660. -560. -282. 589. 307 6 973.50 974.30 168240. -420. -212. 589. 377 7 973.50 974.14 167792. -448. -226. 589. 363 8 973.50 973.85 166950. -842. -425. 589. 164 9 973.50 973.69 166470. -480. -242. 589. 347 10 973.50 973.84 166920. 450. 227. 30. 257 11 973.50 974.02 167456. 536. 270. 30. 300 12 973.50 973.87 167010. -446. -225. 536. 311 13 973.50 973.67 166410. -600. -303. 534. 231 14 973.50 973.50 165900. -510. -257. 543. 286 15 973.50 973.35 165450. -450. -227. 543. 316 16 973.50 973.20 165000. -450. -227. 543. 316 17 973.50 973.36 165480. 480. 242. 30. 272 18 973.50 973.52 165960. 480. 242. 30. 272 19 973.50 973.62 166260. 300. 151. 129. 280 20 973.50 973.73 166590. 330. 166. 129. 295 21 973.50 973.83 166890. 300. 151. 128. 279 22 973.50 973.92 167160. 270. 136. 128. 264 23 973.50 973.99 167370. 210. 106. 129. 235 24 973.50 974.14 167792. 422. 213. 30. 243 25 973.50 974.32 168296. 504. 254. 30. 284 26 973.50 974.32 168296. 0. 0. 433. 433 27 973.50 974.58 169024. 728. 367. 431. 798 28 973.50 974.38 168464. -560. -282. 691. 409 29 973.50 974.14 167792. -672. -339. 691. 352 30 973.50 973.90 167100. -692. -349. 691. 342 + ____________________________________________________________________________ TOTAL FOR MONTH................ -2484. 2991. -4246. 11007. 9752. NET CHANGE IN DAY-SECOND-FEET.. -1252. -1255. 1255. AVERAGE FLOW IN C.F.S.......... -42. 367. 325. CHANGE IN CONTENTS FOR MO.(4).. -2484. (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 1965 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. 1 973.50 974.04 167512. 412. 208. 30. 238 2 973.50 974.18 167904. 392. 198. 30. 228 3 973.50 974.00 167400. -504. -254. 534. 280 4 973.50 973.82 166860. -540. -272. 534. 262 5 973.50 973.58 166140. -720. -363. 534. 171 6 973.50 973.40 165600. -540. -272. 543. 271 7 973.50 973.20 165000. -600. -303. 543. 240 8 973.50 973.36 165480. 480. 242. 30. 272 9 973.50 973.52 165960. 480. 242. 30. 272 10 973.50 973.57 166110. 150. 76. 183. 259 11 973.50 973.60 166200. 90. 45. 182. 227 12 973.50 973.64 166320. 120. 61. 182. 243 13 973.50 973.64 166320. 0. 0. 182. 182 14 973.50 973.61 166230. -90. -45. 182. 137 15 973.50 973.74 166620. 390. 197. 30. 227 16 973.50 973.84 166920. 300. 151. 30. 181 17 973.50 973.78 166740. -180. -91. 282. 191 18 973.50 973.70 166500. -240. -121. 282. 161 19 973.50 973.64 166320. -180. -91. 282. 191 20 973.50 973.60 166200. -120. -61. 286. 225 21 973.50 973.72 166560. 360. 182. 282. 464 22 973.50 973.84 166920. 360. 182. 30. 212 23 973.50 973.98 167340. 420. 212. 30. 242 24 973.50 973.95 167250. -90. -45. 231. 186 25 973.50 973.92 167160. -90. -45. 231. 186 26 973.50 973.88 167040. -120. -61. 231. 170 27 973.50 973.87 167010. -30. -15. 231. 216 28 973.50 973.85 166950. -60. -30. 234. 204 29 973.50 973.93 167190. 240. 121. 30. 151 30 973.50 974.02 167456. 266. 134. 30. 164 31 973.50 974.10 167680. 224. 113. 30. 143 + ____________________________________________________________________________ TOTAL FOR MONTH................ 580. 2364. -2069. 6501. 6796. NET CHANGE IN DAY-SECOND-FEET.. 292. 295. 295. AVERAGE FLOW IN C.F.S.......... 10. 210. 219. CHANGE IN CONTENTS FOR MO.(4).. 580. (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 1965 ELEVATION,NGVD29 TOTAL CHANGE IN CONTENTS FLOW, CFS + ________________ __________________ _________ (2) RULE RESERVOIR CONTENTS ACRE - DAY-SEC-FEET (3) DATE HOUR CURVE LEVEL AF FEET STORED DRAWDOWN OUTFLOW INFLOW + ____ ____ _____ _________ ________ _____ ______ ________ _______ ______ 973.50 974.10 167680. 1 973.50 973.96 167280. -400. -202. 333. 131 2 973.50 973.85 166950. -330. -166. 333. 167 3 973.50 973.72 166560. -390. -197. 338. 141 4 973.50 973.58 166140. -420. -212. 338. 126 5 973.50 973.67 166410. 270. 136. 30. 166 6 973.50 973.74 166620. 210. 106. 30. 136 7 973.50 973.72 166560. -60. -30. 179. 149 8 973.50 973.67 166410. -150. -76. 179. 103 9 973.50 973.63 166290. -120. -61. 182. 121 10 973.50 973.63 166290. 0. 0. 182. 182 11 973.50 973.62 166260. -30. -15. 183. 168 12 973.50 973.72 166560. 300. 151. 30. 181 13 973.50 973.78 166740. 180. 91. 30. 121 14 973.50 973.75 166650. -90. -45. 181. 136 15 973.50 973.85 166950. 300. 151. 179. 330 16 973.50 973.95 167250. 300. 151. 182. 333 17 973.50 973.97 167310. 60. 30. 182. 212 18 973.50 973.94 167220. -90. -45. 179. 134 19 973.50 974.00 167400. 180. 91. 30. 121 20 973.50 974.08 167624. 224. 113. 30. 143 21 973.50 973.89 167070. -554. -279. 385. 106 22 973.50 973.70 166500. -570. -287. 384. 97 23 973.50 973.54 166020. -480. -242. 390. 148 24 973.50 973.38 165540. -480. -242. 390. 148 25 973.50 973.19 164970. -570. -287. 390. 103 26 973.50 973.25 165150. 180. 91. 30. 121 27 973.50 973.28 165240. 90. 45. 30. 75 28 973.50 973.30 165300. 60. 30. 129. 159 29 973.50 973.29 165270. -30. -15. 130. 115 30 973.50 973.30 165300. 30. 15. 125. 140 + ____________________________________________________________________________ TOTAL FOR MONTH................ -2380. 1201. -2401. 5713. 4513. NET CHANGE IN DAY-SECOND-FEET.. -1200. -1200. 1200. AVERAGE FLOW IN C.F.S.......... -40. 190. 150. CHANGE IN CONTENTS FOR MO.(4).. -2380. (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 1965 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 + ____ ____ _____ _________ ________ _____ ______ ________ _______ ______ 973.50 973.30 161900. 1 973.50 973.27 161810. -90. -45. 175. 130 2 973.50 973.18 161540. -270. -136. 176. 40 3 973.50 973.24 161720. 180. 91. 20. 111 4 973.50 973.31 161930. 210. 106. 20. 126 5 973.50 973.44 162320. 390. 197. 20. 217 6 973.50 973.42 162260. -60. -30. 177. 147 7 973.50 973.38 162140. -120. -61. 177. 116 8 973.50 973.36 162080. -60. -30. 175. 145 9 973.50 973.40 162200. 120. 61. 175. 236 10 973.50 973.50 162500. 300. 151. 20. 171 11 973.50 973.90 163700. 1200. 605. 20. 625 12 973.50 974.08 164224. 524. 264. 165. 429 13 973.50 973.96 163880. -344. -173. 351. 178 14 973.50 973.81 163430. -450. -227. 351. 124 15 973.50 973.68 163040. -390. -197. 351. 154 16 973.50 973.50 162500. -540. -272. 351. 79 17 973.50 973.52 162560. 60. 30. 30. 60 18 973.50 973.78 163340. 780. 393. 30. 423 19 973.50 973.78 163340. 0. 0. 231. 231 20 973.50 973.69 163070. -270. -136. 231. 95 21 973.50 973.58 162740. -330. -166. 234. 68 22 973.50 973.54 162620. -120. -61. 234. 173 23 973.50 973.43 162290. -330. -166. 234. 68 24 973.50 973.46 162380. 90. 45. 30. 75 25 973.50 973.53 162590. 210. 106. 30. 136 26 973.50 973.48 162440. -150. -76. 242. 166 27 973.50 973.42 162260. -180. -91. 235. 144 28 973.50 973.32 161960. -300. -151. 235. 84 29 973.50 973.22 161660. -300. -151. 235. 84 30 973.50 973.11 161330. -330. -166. 235. 69 31 973.50 973.14 161420. 90. 45. 30. 75 + ____________________________________________________________________________ TOTAL FOR MONTH................ -480. 2094. -2335. 5220. 4979. NET CHANGE IN DAY-SECOND-FEET.. -242. -241. 241. AVERAGE FLOW IN C.F.S.......... -8. 168. 161. CHANGE IN CONTENTS FOR MO.(4).. -480. (1) COMPUTATIONS BASED ON THE MAY 1965 CAPACITY TABLE. (2) BY 24-HOUR CLOCK, TIME IS 2400(MIDN.) OF DAY INDICATED UNLESS OTHERWISE NOTED. AVERAGE FLOW OR CHANGE IN RESERVOIR CONTENTS ARE FOR PERIOD ENDING AT TIME INDICATED. (3) BASED ON PROJECT RECORDS. DOES NOT INCLUDE EVAPORATION LOSSES. (4) BASED ON TOTAL CONTENTS AT BEGINNING AND END OF MONTH. 1 RESERVOIR INFLOW COMPUTATIONS (1) SMITH RIVER, VA. PHILPOTT LAKE AUGUST 1965 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 + ____ ____ _____ _________ ________ _____ ______ ________ _______ ______ 973.50 973.14 161420. 1 973.47 973.18 161540. 120. 61. 30. 91 2 973.44 973.10 161300. -240. -121. 234. 113 3 973.40 972.98 160944. -356. -179. 230. 51 4 973.37 972.87 160636. -308. -155. 227. 72 5 973.34 972.76 160328. -308. -155. 227. 72 6 973.31 972.63 159964. -364. -184. 227. 43 7 973.28 972.67 160076. 112. 56. 20. 76 8 973.24 972.80 160440. 364. 184. 20. 204 9 973.21 972.72 160216. -224. -113. 227. 114 10 973.18 972.62 159936. -280. -141. 227. 86 11 973.15 972.48 159544. -392. -198. 227. 29 12 973.12 972.38 159264. -280. -141. 227. 86 13 973.08 972.25 158900. -364. -184. 227. 43 14 973.05 972.26 158928. 28. 14. 20. 34 15 973.02 972.30 159040. 112. 56. 20. 76 16 972.99 972.18 158704. -336. -169. 227. 58 17 972.95 972.08 158424. -280. -141. 227. 86 18 972.92 971.98 158144. -280. -141. 227. 86 19 972.89 971.84 157752. -392. -198. 227. 29 20 972.86 971.72 157416. -336. -169. 227. 58 21 972.82 971.80 157640. 224. 113. 20. 133 22 972.79 971.84 157752. 112. 56. 20. 76 23 972.76 971.75 157500. -252. -127. 227. 100 24 972.73 971.66 157248. -252. -127. 227. 100 25 972.69 971.59 157052. -196. -99. 227. 128 26 972.66 971.54 156912. -140. -71. 227. 156 27 972.63 971.41 156548. -364. -184. 227. 43 28 972.60 971.44 156632. 84. 42. 20. 62 29 972.56 971.46 156688. 56. 28. 20. 48 30 972.53 971.34 156352. -336. -169. 227. 58 31 972.50 971.21 155988. -364. -184. 227. 43 + ____________________________________________________________________________ TOTAL FOR MONTH................ -5432. 610. -3350. 5194. 2454. NET CHANGE IN DAY-SECOND-FEET.. -2739. -2740. 2740. AVERAGE FLOW IN C.F.S.......... -88. 168. 79. CHANGE IN CONTENTS FOR MO.(4).. -5432. (1) COMPUTATIONS BASED ON THE MAY 1965 CAPACITY TABLE. (2) BY 24-HOUR CLOCK, TIME IS 2400(MIDN.) OF DAY INDICATED UNLESS OTHERWISE NOTED. AVERAGE FLOW OR CHANGE IN RESERVOIR CONTENTS ARE FOR PERIOD ENDING AT TIME INDICATED. (3) BASED ON PROJECT RECORDS. DOES NOT INCLUDE EVAPORATION LOSSES. (4) BASED ON TOTAL CONTENTS AT BEGINNING AND END OF MONTH. 1 RESERVOIR INFLOW COMPUTATIONS (1) SMITH RIVER, VA. PHILPOTT LAKE SEPTEMBER 1965 ELEVATION,NGVD29 TOTAL CHANGE IN CONTENTS FLOW, CFS + ________________ __________________ _________ (2) RULE RESERVOIR CONTENTS ACRE - DAY-SEC-FEET (3) DATE HOUR CURVE LEVEL AF FEET STORED DRAWDOWN OUTFLOW INFLOW + ____ ____ _____ _________ ________ _____ ______ ________ _______ ______ 972.50 971.21 155988. 1 972.47 971.08 155624. -364. -184. 227. 43 2 972.43 970.95 155265. -359. -181. 227. 46 3 972.40 970.79 154833. -432. -218. 227. 9 4 972.37 970.82 154914. 81. 41. 20. 61 5 972.33 970.84 154968. 54. 27. 20. 47 6 972.30 970.88 155076. 108. 54. 20. 74 7 972.27 970.80 154860. -216. -109. 175. 66 8 972.23 970.71 154617. -243. -123. 175. 52 9 972.20 970.62 154374. -243. -123. 177. 54 10 972.17 970.49 154023. -351. -177. 179. 2 11 972.13 970.54 154158. 135. 68. 20. 88 12 972.10 970.75 154725. 567. 286. 20. 306 13 972.07 970.70 154590. -135. -68. 225. 157 14 972.03 970.60 154320. -270. -136. 231. 95 15 972.00 970.48 153996. -324. -163. 228. 65 16 971.97 971.00 155400. 1404. 708. 229. 937 17 971.93 971.18 155904. 504. 254. 226. 480 18 971.90 971.27 156156. 252. 127. 15. 142 19 971.87 971.34 156352. 196. 99. 20. 119 20 971.83 971.24 156072. -280. -141. 224. 83 21 971.80 971.14 155792. -280. -141. 226. 85 22 971.77 971.04 155512. -280. -141. 225. 84 23 971.73 970.94 155238. -274. -138. 226. 88 24 971.70 970.87 155049. -189. -95. 225. 130 25 971.67 970.91 155157. 108. 54. 20. 74 26 971.63 970.94 155238. 81. 41. 20. 61 27 971.60 970.84 154968. -270. -136. 175. 39 28 971.57 970.78 154806. -162. -82. 175. 93 29 971.53 970.70 154590. -216. -109. 175. 66 30 971.50 970.66 154482. -108. -54. 178. 124 + ____________________________________________________________________________ TOTAL FOR MONTH................ -1506. 1759. -2519. 4530. 3770. NET CHANGE IN DAY-SECOND-FEET.. -759. -760. 760. AVERAGE FLOW IN C.F.S.......... -25. 151. 126. CHANGE IN CONTENTS FOR MO.(4).. -1506. (1) COMPUTATIONS BASED ON THE MAY 1965 CAPACITY TABLE. (2) BY 24-HOUR CLOCK, TIME IS 2400(MIDN.) OF DAY INDICATED UNLESS OTHERWISE NOTED. AVERAGE FLOW OR CHANGE IN RESERVOIR CONTENTS ARE FOR PERIOD ENDING AT TIME INDICATED. (3) BASED ON PROJECT RECORDS. DOES NOT INCLUDE EVAPORATION LOSSES. (4) BASED ON TOTAL CONTENTS AT BEGINNING AND END OF MONTH. 1 RESERVOIR INFLOW COMPUTATIONS (1) SMITH RIVER, VA. PHILPOTT LAKE OCTOBER 1965 ELEVATION,NGVD29 TOTAL CHANGE IN CONTENTS FLOW, CFS + ________________ __________________ _________ (2) RULE RESERVOIR CONTENTS ACRE - DAY-SEC-FEET (3) DATE HOUR CURVE LEVEL AF FEET STORED DRAWDOWN OUTFLOW INFLOW + ____ ____ _____ _________ ________ _____ ______ ________ _______ ______ 971.50 970.66 154482. 1 971.50 970.83 154941. 459. 231. 179. 410 2 971.50 970.94 155238. 297. 150. 20. 170 3 971.50 971.00 155400. 162. 82. 20. 102 4 971.50 970.96 155292. -108. -54. 162. 108 5 971.50 970.90 155130. -162. -82. 162. 80 6 971.50 970.90 155130. 0. 0. 162. 162 7 971.50 971.85 157780. 2650. 1336. 162. 1498 8 971.50 972.08 158424. 644. 325. 162. 487 9 971.50 972.18 158704. 280. 141. 27. 168 10 971.50 972.28 158984. 280. 141. 30. 171 11 971.50 972.17 158676. -308. -155. 311. 156 12 971.50 972.04 158312. -364. -184. 311. 127 13 971.50 971.88 157864. -448. -226. 311. 85 14 971.50 971.74 157472. -392. -198. 311. 113 15 971.50 971.60 157080. -392. -198. 311. 113 16 971.50 971.66 157248. 168. 85. 30. 115 17 971.50 971.69 157332. 84. 42. 31. 73 18 971.50 971.62 157136. -196. -99. 184. 85 19 971.50 971.57 156996. -140. -71. 184. 113 20 971.50 971.50 156800. -196. -99. 183. 84 21 971.50 971.46 156688. -112. -56. 183. 127 22 971.50 971.49 156772. 84. 42. 183. 225 23 971.50 971.53 156884. 112. 56. 30. 86 24 971.50 971.58 157024. 140. 71. 30. 101 25 971.50 971.52 156856. -168. -85. 179. 94 26 971.50 971.46 156688. -168. -85. 182. 97 27 971.50 971.39 156492. -196. -99. 180. 81 28 971.50 971.32 156296. -196. -99. 182. 83 29 971.50 971.21 155988. -308. -155. 182. 27 30 971.50 971.24 156072. 84. 42. 30. 72 31 971.50 971.30 156240. 168. 85. 30. 115 + ____________________________________________________________________________ TOTAL FOR MONTH................ 1758. 2829. -1945. 4644. 5528. NET CHANGE IN DAY-SECOND-FEET.. 886. 884. 884. AVERAGE FLOW IN C.F.S.......... 29. 150. 178. CHANGE IN CONTENTS FOR MO.(4).. 1758. (1) COMPUTATIONS BASED ON THE MAY 1965 CAPACITY TABLE. (2) BY 24-HOUR CLOCK, TIME IS 2400(MIDN.) OF DAY INDICATED UNLESS OTHERWISE NOTED. AVERAGE FLOW OR CHANGE IN RESERVOIR CONTENTS ARE FOR PERIOD ENDING AT TIME INDICATED. (3) BASED ON PROJECT RECORDS. DOES NOT INCLUDE EVAPORATION LOSSES. (4) BASED ON TOTAL CONTENTS AT BEGINNING AND END OF MONTH. 1 RESERVOIR INFLOW COMPUTATIONS (1) SMITH RIVER, VA. PHILPOTT LAKE NOVEMBER 1965 ELEVATION,NGVD29 TOTAL CHANGE IN CONTENTS FLOW, CFS + ________________ __________________ _________ (2) RULE RESERVOIR CONTENTS ACRE - DAY-SEC-FEET (3) DATE HOUR CURVE LEVEL AF FEET STORED DRAWDOWN OUTFLOW INFLOW + ____ ____ _____ _________ ________ _____ ______ ________ _______ ______ 971.50 971.30 156240. 1 971.50 971.24 156072. -168. -85. 182. 97 2 971.50 971.17 155876. -196. -99. 182. 83 3 971.50 971.10 155680. -196. -99. 182. 83 4 971.50 971.08 155624. -56. -28. 182. 154 5 971.50 971.02 155456. -168. -85. 181. 96 6 971.50 971.09 155652. 196. 99. 20. 119 7 971.50 971.18 155904. 252. 127. 20. 147 8 971.50 971.16 155848. -56. -28. 175. 147 9 971.50 971.12 155736. -112. -56. 175. 119 10 971.50 971.09 155652. -84. -42. 175. 133 11 971.50 971.10 155680. 28. 14. 173. 187 12 971.50 971.09 155652. -28. -14. 173. 159 13 971.50 971.17 155876. 224. 113. 20. 133 14 971.50 971.27 156156. 280. 141. 20. 161 15 971.50 971.23 156044. -112. -56. 175. 119 16 971.50 971.20 155960. -84. -42. 175. 133 17 971.50 971.14 155792. -168. -85. 175. 90 18 971.50 971.08 155624. -168. -85. 175. 90 19 971.50 971.04 155512. -112. -56. 175. 119 20 971.50 971.11 155708. 196. 99. 20. 119 21 971.50 971.18 155904. 196. 99. 20. 119 22 971.50 971.14 155792. -112. -56. 175. 119 23 971.50 971.08 155624. -168. -85. 175. 90 24 971.50 971.00 155400. -224. -113. 175. 62 25 971.50 971.04 155512. 112. 56. 20. 76 26 971.50 971.00 155400. -112. -56. 124. 68 27 971.50 971.05 155540. 140. 71. 20. 91 28 971.50 971.08 155624. 84. 42. 20. 62 29 971.50 971.01 155428. -196. -99. 175. 76 30 971.50 970.93 155211. -217. -109. 175. 66 + ____________________________________________________________________________ TOTAL FOR MONTH................ -1029. 861. -1378. 3834. 3317. NET CHANGE IN DAY-SECOND-FEET.. -519. -517. 517. AVERAGE FLOW IN C.F.S.......... -17. 128. 111. CHANGE IN CONTENTS FOR MO.(4).. -1029. (1) COMPUTATIONS BASED ON THE MAY 1965 CAPACITY TABLE. (2) BY 24-HOUR CLOCK, TIME IS 2400(MIDN.) OF DAY INDICATED UNLESS OTHERWISE NOTED. AVERAGE FLOW OR CHANGE IN RESERVOIR CONTENTS ARE FOR PERIOD ENDING AT TIME INDICATED. (3) BASED ON PROJECT RECORDS. DOES NOT INCLUDE EVAPORATION LOSSES. (4) BASED ON TOTAL CONTENTS AT BEGINNING AND END OF MONTH. 1 RESERVOIR INFLOW COMPUTATIONS (1) SMITH RIVER, VA. PHILPOTT LAKE DECEMBER 1965 ELEVATION,NGVD29 TOTAL CHANGE IN CONTENTS FLOW, CFS + ________________ __________________ _________ (2) RULE RESERVOIR CONTENTS ACRE - DAY-SEC-FEET (3) DATE HOUR CURVE LEVEL AF FEET STORED DRAWDOWN OUTFLOW INFLOW + ____ ____ _____ _________ ________ _____ ______ ________ _______ ______ 971.50 970.93 155211. 1 971.50 970.85 154995. -216. -109. 175. 66 2 971.50 970.77 154779. -216. -109. 175. 66 3 971.50 970.70 154590. -189. -95. 175. 80 4 971.50 970.73 154671. 81. 41. 20. 61 5 971.50 970.77 154779. 108. 54. 20. 74 6 971.50 970.70 154590. -189. -95. 175. 80 7 971.50 970.27 153429. -1161. -585. 658. 73 8 971.50 969.85 152297. -1132. -571. 667. 96 9 971.50 969.40 151086. -1211. -611. 667. 56 10 971.50 969.10 150279. -807. -407. 505. 98 11 971.50 969.02 150064. -215. -108. 180. 72 12 971.50 969.07 150198. 134. 68. 20. 88 13 971.50 969.01 150037. -161. -81. 180. 99 14 971.50 968.93 149824. -213. -107. 180. 73 15 971.50 968.86 149638. -186. -94. 180. 86 16 971.50 968.79 149451. -187. -94. 180. 86 17 971.50 968.71 149239. -212. -107. 177. 70 18 971.50 968.75 149345. 106. 53. 20. 73 19 971.50 968.78 149425. 80. 40. 20. 60 20 971.50 968.71 149239. -186. -94. 177. 83 21 971.50 968.63 149026. -213. -107. 182. 75 22 971.50 968.55 148813. -213. -107. 182. 75 23 971.50 968.46 148574. -239. -120. 182. 62 24 971.50 968.40 148414. -160. -81. 182. 101 25 971.50 968.45 148547. 133. 67. 20. 87 26 971.50 968.49 148653. 106. 53. 20. 73 27 971.50 968.41 148441. -212. -107. 183. 76 28 971.50 968.32 148201. -240. -121. 185. 64 29 971.50 968.25 148015. -186. -94. 185. 91 30 971.50 968.17 147802. -213. -107. 185. 78 31 971.50 968.08 147563. -239. -120. 182. 62 + ____________________________________________________________________________ TOTAL FOR MONTH................ -7648. 376. -4231. 6239. 2384. NET CHANGE IN DAY-SECOND-FEET.. -3856. -3855. 3855. AVERAGE FLOW IN C.F.S.......... -124. 201. 77. CHANGE IN CONTENTS FOR MO.(4).. -7648. (1) COMPUTATIONS BASED ON THE MAY 1965 CAPACITY TABLE. (2) BY 24-HOUR CLOCK, TIME IS 2400(MIDN.) OF DAY INDICATED UNLESS OTHERWISE NOTED. AVERAGE FLOW OR CHANGE IN RESERVOIR CONTENTS ARE FOR PERIOD ENDING AT TIME INDICATED. (3) BASED ON PROJECT RECORDS. DOES NOT INCLUDE EVAPORATION LOSSES. (4) BASED ON TOTAL CONTENTS AT BEGINNING AND END OF MONTH. 1 RESERVOIR INFLOW COMPUTATIONS (1) SMITH RIVER, VA. PHILPOTT LAKE JANUARY 1966 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 + ____ ____ _____ _________ ________ _____ ______ ________ _______ ______ 971.50 968.08 147563. 1 971.50 968.13 147696. 133. 67. 20. 87 2 971.50 968.17 147802. 106. 53. 20. 73 3 971.50 968.07 147536. -266. -134. 229. 95 4 971.50 967.95 147218. -318. -160. 230. 70 5 971.50 967.89 147060. -158. -80. 230. 150 6 971.50 967.91 147112. 52. 26. 232. 258 7 971.50 967.80 146822. -290. -146. 232. 86 8 971.50 967.84 146928. 106. 53. 20. 73 9 971.50 967.87 147007. 79. 40. 20. 60 10 971.50 967.78 146769. -238. -120. 224. 104 11 971.50 967.67 146479. -290. -146. 222. 76 12 971.50 967.55 146162. -317. -160. 222. 62 13 971.50 967.46 145924. -238. -120. 220. 100 14 971.50 967.34 145608. -316. -159. 217. 58 15 971.50 967.44 145872. 264. 133. 20. 153 16 971.50 967.48 145977. 105. 53. 20. 73 17 971.50 967.06 144868. -1109. -559. 628. 69 18 971.50 966.65 143793. -1075. -542. 617. 75 19 971.50 966.23 142693. -1100. -555. 627. 72 20 971.50 965.81 141598. -1095. -552. 627. 75 21 971.50 965.40 140536. -1062. -535. 627. 92 22 971.50 965.58 141002. 466. 235. 20. 255 23 971.50 965.75 141443. 441. 222. 20. 242 24 971.50 965.39 140510. -933. -470. 628. 158 25 971.50 965.02 139552. -958. -483. 627. 144 26 971.50 964.60 138476. -1076. -542. 627. 85 27 971.50 964.22 137503. -973. -491. 627. 136 28 971.50 963.78 136386. -1117. -563. 637. 74 29 971.50 963.87 136612. 226. 114. 20. 134 30 971.50 963.90 136688. 76. 38. 20. 58 31 971.50 963.50 135680. -1008. -508. 639. 131 + ____________________________________________________________________________ TOTAL FOR MONTH................ -11883. 1034. -7025. 9369. 3378. NET CHANGE IN DAY-SECOND-FEET.. -5991. -5991. 5991. AVERAGE FLOW IN C.F.S.......... -193. 302. 109. CHANGE IN CONTENTS FOR MO.(4).. -11883. (1) COMPUTATIONS BASED ON THE MAY 1965 CAPACITY TABLE. (2) BY 24-HOUR CLOCK, TIME IS 2400(MIDN.) OF DAY INDICATED UNLESS OTHERWISE NOTED. AVERAGE FLOW OR CHANGE IN RESERVOIR CONTENTS ARE FOR PERIOD ENDING AT TIME INDICATED. (3) BASED ON PROJECT RECORDS. DOES NOT INCLUDE EVAPORATION LOSSES. (4) BASED ON TOTAL CONTENTS AT BEGINNING AND END OF MONTH. 1 RESERVOIR INFLOW COMPUTATIONS (1) SMITH RIVER, VA. PHILPOTT LAKE FEBRUARY 1966 ELEVATION,NGVD29 TOTAL CHANGE IN CONTENTS FLOW, CFS + ________________ __________________ _________ (2) RULE RESERVOIR CONTENTS ACRE - DAY-SEC-FEET (3) DATE HOUR CURVE LEVEL AF FEET STORED DRAWDOWN OUTFLOW INFLOW + ____ ____ _____ _________ ________ _____ ______ ________ _______ ______ 971.50 963.50 135680. 1 971.54 963.09 134647. -1033. -521. 647. 126 2 971.57 962.66 133577. -1070. -539. 647. 108 3 971.61 962.23 132510. -1067. -538. 647. 109 4 971.64 961.78 131403. -1107. -558. 637. 79 5 971.68 961.84 131550. 147. 74. 20. 94 6 971.72 961.91 131720. 170. 86. 20. 106 7 971.75 961.48 130671. -1049. -529. 643. 114 8 971.79 961.09 129720. -951. -479. 647. 168 9 971.82 960.79 128996. -724. -365. 652. 287 10 971.86 960.45 128180. -816. -411. 657. 246 11 971.90 960.80 129020. 840. 424. 657. 1081 12 971.93 961.48 130671. 1651. 832. 20. 852 13 971.97 964.66 138630. 7959. 4013. 20. 4033 14 972.00 965.30 140277. 1647. 830. 172. 1002 15 972.04 965.65 141184. 907. 457. 120. 577 16 972.08 966.30 142876. 1692. 853. 121. 974 17 972.11 966.63 143741. 865. 436. 120. 556 18 972.15 966.82 144238. 497. 251. 119. 370 19 972.18 967.15 145106. 868. 438. 20. 458 20 972.22 967.33 145581. 475. 239. 20. 259 21 972.25 967.40 145766. 185. 93. 119. 212 22 972.29 967.46 145924. 158. 80. 119. 199 23 972.32 967.55 146162. 238. 120. 119. 239 24 972.36 967.65 146426. 264. 133. 119. 252 25 972.39 967.78 146769. 343. 173. 119. 292 26 972.43 967.91 147112. 343. 173. 20. 193 27 972.46 968.02 147403. 291. 147. 20. 167 28 972.50 969.02 150064. 2661. 1342. 120. 1462 + ____________________________________________________________________________ TOTAL FOR MONTH................ 14384. 11194. -3940. 7361. 14615. NET CHANGE IN DAY-SECOND-FEET.. 7252. 7254. 7254. AVERAGE FLOW IN C.F.S.......... 259. 263. 522. CHANGE IN CONTENTS FOR MO.(4).. 14384. (1) COMPUTATIONS BASED ON THE MAY 1965 CAPACITY TABLE. (2) BY 24-HOUR CLOCK, TIME IS 2400(MIDN.) OF DAY INDICATED UNLESS OTHERWISE NOTED. AVERAGE FLOW OR CHANGE IN RESERVOIR CONTENTS ARE FOR PERIOD ENDING AT TIME INDICATED. (3) BASED ON PROJECT RECORDS. DOES NOT INCLUDE EVAPORATION LOSSES. (4) BASED ON TOTAL CONTENTS AT BEGINNING AND END OF MONTH. 1 RESERVOIR INFLOW COMPUTATIONS (1) SMITH RIVER, VA. PHILPOTT LAKE MARCH 1966 ELEVATION,NGVD29 TOTAL CHANGE IN CONTENTS FLOW, CFS + ________________ __________________ _________ (2) RULE RESERVOIR CONTENTS ACRE - DAY-SEC-FEET (3) DATE HOUR CURVE LEVEL AF FEET STORED DRAWDOWN OUTFLOW INFLOW + ____ ____ _____ _________ ________ _____ ______ ________ _______ ______ 972.50 969.02 150064. 1 972.53 969.48 151301. 1237. 624. 119. 743 2 972.56 969.72 151947. 646. 326. 119. 445 3 972.60 969.92 152485. 538. 271. 118. 389 4 972.63 970.24 153348. 863. 435. 116. 551 5 972.66 970.53 154131. 783. 395. 20. 415 6 972.69 970.67 154509. 378. 191. 20. 211 7 972.72 970.75 154725. 216. 109. 124. 233 8 972.76 970.85 154995. 270. 136. 123. 259 9 972.79 970.93 155211. 216. 109. 123. 232 10 972.82 971.00 155400. 189. 95. 123. 218 11 972.85 971.08 155624. 224. 113. 122. 235 12 972.88 971.18 155904. 280. 141. 20. 161 13 972.92 971.28 156184. 280. 141. 20. 161 14 972.95 971.35 156380. 196. 99. 122. 221 15 972.98 971.38 156464. 84. 42. 122. 164 16 973.01 971.42 156576. 112. 56. 122. 178 17 973.04 971.45 156660. 84. 42. 122. 164 18 973.08 971.48 156744. 84. 42. 122. 164 19 973.11 971.58 157024. 280. 141. 20. 161 20 973.14 971.64 157192. 168. 85. 20. 105 21 973.17 971.64 157192. 0. 0. 175. 175 22 973.21 971.62 157136. -56. -28. 173. 145 23 973.24 971.63 157164. 28. 14. 175. 189 24 973.27 971.63 157164. 0. 0. 175. 175 25 973.30 971.60 157080. -84. -42. 175. 133 26 973.34 971.68 157304. 224. 113. 20. 133 27 973.37 971.74 157472. 168. 85. 20. 105 28 973.40 971.72 157416. -56. -28. 175. 147 29 973.43 971.72 157416. 0. 0. 122. 122 30 973.47 971.72 157416. 0. 0. 122. 122 31 973.50 971.73 157444. 28. 14. 122. 136 + ____________________________________________________________________________ TOTAL FOR MONTH................ 7380. 3819. -98. 3271. 6992. NET CHANGE IN DAY-SECOND-FEET.. 3721. 3721. 3721. AVERAGE FLOW IN C.F.S.......... 120. 106. 226. CHANGE IN CONTENTS FOR MO.(4).. 7380. (1) COMPUTATIONS BASED ON THE MAY 1965 CAPACITY TABLE. (2) BY 24-HOUR CLOCK, TIME IS 2400(MIDN.) OF DAY INDICATED UNLESS OTHERWISE NOTED. AVERAGE FLOW OR CHANGE IN RESERVOIR CONTENTS ARE FOR PERIOD ENDING AT TIME INDICATED. (3) BASED ON PROJECT RECORDS. DOES NOT INCLUDE EVAPORATION LOSSES. (4) BASED ON TOTAL CONTENTS AT BEGINNING AND END OF MONTH. 1 RESERVOIR INFLOW COMPUTATIONS (1) SMITH RIVER, VA. PHILPOTT LAKE APRIL 1966 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 + ____ ____ _____ _________ ________ _____ ______ ________ _______ ______ 973.50 971.73 157444. 1 973.50 971.70 157360. -84. -42. 175. 133 2 973.50 971.76 157528. 168. 85. 20. 105 3 973.50 971.82 157696. 168. 85. 20. 105 4 973.50 971.80 157640. -56. -28. 175. 147 5 973.50 971.78 157584. -56. -28. 175. 147 6 973.50 971.74 157472. -112. -56. 175. 119 7 973.50 971.70 157360. -112. -56. 175. 119 8 973.50 971.66 157248. -112. -56. 175. 119 9 973.50 971.74 157472. 224. 113. 20. 133 10 973.50 971.80 157640. 168. 85. 20. 105 11 973.50 971.76 157528. -112. -56. 175. 119 12 973.50 971.77 157556. 28. 14. 175. 189 13 973.50 971.88 157864. 308. 155. 172. 327 14 973.50 971.93 158004. 140. 71. 175. 246 15 973.50 971.93 158004. 0. 0. 175. 175 16 973.50 972.09 158452. 448. 226. 20. 246 17 973.50 972.20 158760. 308. 155. 20. 175 18 973.50 972.20 158760. 0. 0. 175. 175 19 973.50 972.20 158760. 0. 0. 175. 175 20 973.50 972.18 158704. -56. -28. 175. 147 21 973.50 972.18 158704. 0. 0. 175. 175 22 973.50 972.19 158732. 28. 14. 122. 136 23 973.50 972.28 158984. 252. 127. 20. 147 24 973.50 972.35 159180. 196. 99. 20. 119 25 973.50 972.38 159264. 84. 42. 122. 164 26 973.50 972.40 159320. 56. 28. 122. 150 27 973.50 972.45 159460. 140. 71. 122. 193 28 973.50 972.50 159600. 140. 71. 122. 193 29 973.50 972.57 159796. 196. 99. 122. 221 30 973.50 972.70 160160. 364. 184. 20. 204 + ____________________________________________________________________________ TOTAL FOR MONTH................ 2716. 1724. -350. 3534. 4908. NET CHANGE IN DAY-SECOND-FEET.. 1369. 1374. 1374. AVERAGE FLOW IN C.F.S.......... 46. 118. 164. CHANGE IN CONTENTS FOR MO.(4).. 2716. (1) COMPUTATIONS BASED ON THE MAY 1965 CAPACITY TABLE. (2) BY 24-HOUR CLOCK, TIME IS 2400(MIDN.) OF DAY INDICATED UNLESS OTHERWISE NOTED. AVERAGE FLOW OR CHANGE IN RESERVOIR CONTENTS ARE FOR PERIOD ENDING AT TIME INDICATED. (3) BASED ON PROJECT RECORDS. DOES NOT INCLUDE EVAPORATION LOSSES. (4) BASED ON TOTAL CONTENTS AT BEGINNING AND END OF MONTH. 1 RESERVOIR INFLOW COMPUTATIONS (1) SMITH RIVER, VA. PHILPOTT LAKE MAY 1966 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 + ____ ____ _____ _________ ________ _____ ______ ________ _______ ______ 973.50 972.70 160160. 1 973.50 972.85 160580. 420. 212. 20. 232 2 973.50 973.56 162680. 2100. 1059. 175. 1234 3 973.50 973.85 163550. 870. 439. 172. 611 4 973.50 973.98 163940. 390. 197. 177. 374 5 973.50 974.02 164056. 116. 58. 179. 237 6 973.50 974.09 164252. 196. 99. 179. 278 7 973.50 974.20 164560. 308. 155. 30. 185 8 973.50 974.30 164840. 280. 141. 30. 171 9 973.50 974.18 164504. -336. -169. 334. 165 10 973.50 974.06 164168. -336. -169. 333. 164 11 973.50 973.92 163760. -408. -206. 333. 127 12 973.50 973.82 163460. -300. -151. 333. 182 13 973.50 973.68 163040. -420. -212. 333. 121 14 973.50 973.78 163340. 300. 151. 30. 181 15 973.50 973.85 163550. 210. 106. 30. 136 16 973.50 973.83 163490. -60. -30. 180. 150 17 973.50 973.79 163370. -120. -61. 179. 118 18 973.50 973.85 163550. 180. 91. 179. 270 19 973.50 973.88 163640. 90. 45. 179. 224 20 973.50 973.85 163550. -90. -45. 179. 134 21 973.50 973.84 163520. -30. -15. 150. 135 22 973.50 973.88 163640. 120. 61. 30. 91 23 973.50 973.80 163400. -240. -121. 231. 110 24 973.50 973.80 163400. 0. 0. 231. 231 25 973.50 973.80 163400. 0. 0. 231. 231 26 973.50 973.78 163340. -60. -30. 231. 201 27 973.50 973.83 163490. 150. 76. 231. 307 28 973.50 973.96 163880. 390. 197. 30. 227 29 973.50 974.03 164084. 204. 103. 30. 133 30 973.50 974.10 164280. 196. 99. 30. 129 31 973.50 973.94 163820. -460. -232. 334. 102 + ____________________________________________________________________________ TOTAL FOR MONTH................ 3660. 3289. -1441. 5343. 7191. NET CHANGE IN DAY-SECOND-FEET.. 1845. 1848. 1848. AVERAGE FLOW IN C.F.S.......... 60. 172. 232. CHANGE IN CONTENTS FOR MO.(4).. 3660. (1) COMPUTATIONS BASED ON THE MAY 1965 CAPACITY TABLE. (2) BY 24-HOUR CLOCK, TIME IS 2400(MIDN.) OF DAY INDICATED UNLESS OTHERWISE NOTED. AVERAGE FLOW OR CHANGE IN RESERVOIR CONTENTS ARE FOR PERIOD ENDING AT TIME INDICATED. (3) BASED ON PROJECT RECORDS. DOES NOT INCLUDE EVAPORATION LOSSES. (4) BASED ON TOTAL CONTENTS AT BEGINNING AND END OF MONTH. 1 RESERVOIR INFLOW COMPUTATIONS (1) SMITH RIVER, VA. PHILPOTT LAKE JUNE 1966 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 + ____ ____ _____ _________ ________ _____ ______ ________ _______ ______ 973.50 973.94 163820. 1 973.50 973.78 163340. -480. -242. 334. 92 2 973.50 973.62 162860. -480. -242. 334. 92 3 973.50 973.45 162350. -510. -257. 338. 81 4 973.50 973.49 162470. 120. 61. 30. 91 5 973.50 973.53 162590. 120. 61. 30. 91 6 973.50 973.48 162440. -150. -76. 180. 104 7 973.50 973.42 162260. -180. -91. 181. 90 8 973.50 973.38 162140. -120. -61. 181. 120 9 973.50 973.33 161990. -150. -76. 182. 106 10 973.50 973.27 161810. -180. -91. 182. 91 11 973.50 973.32 161960. 150. 76. 30. 106 12 973.50 973.35 162050. 90. 45. 30. 75 13 973.50 973.27 161810. -240. -121. 182. 61 14 973.50 973.20 161600. -210. -106. 182. 76 15 973.50 973.13 161390. -210. -106. 182. 76 16 973.50 973.20 161600. 210. 106. 177. 283 17 973.50 973.32 161960. 360. 182. 162. 344 18 973.50 973.42 162260. 300. 151. 20. 171 19 973.50 973.50 162500. 240. 121. 20. 141 20 973.50 973.46 162380. -120. -61. 162. 101 21 973.50 973.40 162200. -180. -91. 162. 71 22 973.50 973.33 161990. -210. -106. 175. 69 23 973.50 973.26 161780. -210. -106. 175. 69 24 973.50 973.20 161600. -180. -91. 172. 81 25 973.50 973.24 161720. 120. 61. 20. 81 26 973.50 973.28 161840. 120. 61. 20. 81 27 973.50 973.24 161720. -120. -61. 122. 61 28 973.50 973.21 161630. -90. -45. 122. 77 29 973.50 973.17 161510. -120. -61. 122. 61 30 973.50 973.13 161390. -120. -61. 122. 61 + ____________________________________________________________________________ TOTAL FOR MONTH................ -2430. 925. -2152. 4331. 3104. NET CHANGE IN DAY-SECOND-FEET.. -1225. -1227. 1227. AVERAGE FLOW IN C.F.S.......... -41. 144. 103. CHANGE IN CONTENTS FOR MO.(4).. -2430. (1) COMPUTATIONS BASED ON THE MAY 1965 CAPACITY TABLE. (2) BY 24-HOUR CLOCK, TIME IS 2400(MIDN.) OF DAY INDICATED UNLESS OTHERWISE NOTED. AVERAGE FLOW OR CHANGE IN RESERVOIR CONTENTS ARE FOR PERIOD ENDING AT TIME INDICATED. (3) BASED ON PROJECT RECORDS. DOES NOT INCLUDE EVAPORATION LOSSES. (4) BASED ON TOTAL CONTENTS AT BEGINNING AND END OF MONTH. 1 RESERVOIR INFLOW COMPUTATIONS (1) SMITH RIVER, VA. PHILPOTT LAKE JULY 1966 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 + ____ ____ _____ _________ ________ _____ ______ ________ _______ ______ 973.50 973.13 161390. 1 973.50 973.08 161240. -150. -76. 122. 46 2 973.50 973.09 161270. 30. 15. 20. 35 3 973.50 973.11 161330. 60. 30. 20. 50 4 973.50 973.16 161480. 150. 76. 20. 96 5 973.50 973.07 161210. -270. -136. 175. 39 6 973.50 973.01 161030. -180. -91. 173. 82 7 973.50 972.94 160832. -198. -100. 175. 75 8 973.50 972.84 160552. -280. -141. 173. 32 9 973.50 972.84 160552. 0. 0. 20. 20 10 973.50 972.84 160552. 0. 0. 20. 20 11 973.50 972.44 159432. -1120. -565. 637. 72 12 973.50 972.00 158200. -1232. -621. 637. 16 13 973.50 971.58 157024. -1176. -593. 647. 54 14 973.50 971.17 155876. -1148. -579. 637. 58 15 973.50 970.79 154833. -1043. -526. 647. 121 16 973.50 970.81 154887. 54. 27. 20. 47 17 973.50 970.83 154941. 54. 27. 20. 47 18 973.50 970.38 153726. -1215. -613. 657. 44 19 973.50 970.00 152700. -1026. -517. 657. 140 20 973.50 969.56 151516. -1184. -597. 657. 60 21 973.50 969.11 150306. -1210. -610. 657. 47 22 973.50 968.62 148999. -1307. -659. 657. -2 23 973.50 968.62 148999. 0. 0. 20. 20 24 973.50 968.64 149052. 53. 27. 20. 47 25 973.50 968.20 147882. -1170. -590. 617. 27 26 973.50 967.76 146716. -1166. -588. 617. 29 27 973.50 967.31 145528. -1188. -599. 617. 18 28 973.50 966.87 144369. -1159. -584. 607. 23 29 973.50 966.57 143583. -786. -396. 607. 211 30 973.50 966.87 144369. 786. 396. 20. 416 31 973.50 966.95 144579. 210. 106. 20. 126 + ____________________________________________________________________________ TOTAL FOR MONTH................ -16811. 704. -9181. 10593. 2116. NET CHANGE IN DAY-SECOND-FEET.. -8476. -8477. 8477. AVERAGE FLOW IN C.F.S.......... -273. 342. 68. CHANGE IN CONTENTS FOR MO.(4).. -16811. (1) COMPUTATIONS BASED ON THE MAY 1965 CAPACITY TABLE. (2) BY 24-HOUR CLOCK, TIME IS 2400(MIDN.) OF DAY INDICATED UNLESS OTHERWISE NOTED. AVERAGE FLOW OR CHANGE IN RESERVOIR CONTENTS ARE FOR PERIOD ENDING AT TIME INDICATED. (3) BASED ON PROJECT RECORDS. DOES NOT INCLUDE EVAPORATION LOSSES. (4) BASED ON TOTAL CONTENTS AT BEGINNING AND END OF MONTH. 1 RESERVOIR INFLOW COMPUTATIONS (1) SMITH RIVER, VA. PHILPOTT LAKE AUGUST 1966 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 + ____ ____ _____ _________ ________ _____ ______ ________ _______ ______ 973.50 966.95 144579. 1 973.47 966.54 143505. -1074. -541. 607. 66 2 973.44 966.10 142352. -1153. -581. 627. 46 3 973.40 965.74 141417. -935. -471. 627. 156 4 973.37 965.40 140536. -881. -444. 622. 178 5 973.34 965.00 139500. -1036. -522. 627. 105 6 973.31 965.04 139604. 104. 52. 20. 72 7 973.28 965.06 139655. 51. 26. 20. 46 8 973.24 964.64 138578. -1077. -543. 627. 84 9 973.21 964.33 137785. -793. -400. 617. 217 10 973.18 963.98 136890. -895. -451. 627. 176 11 973.15 963.56 135831. -1059. -534. 622. 88 12 973.12 963.23 135000. -831. -419. 637. 218 13 973.08 963.28 135126. 126. 64. 20. 84 14 973.05 963.34 135277. 151. 76. 20. 96 15 973.02 962.94 134271. -1006. -507. 577. 70 16 972.99 962.54 133279. -992. -500. 577. 77 17 972.95 962.11 132213. -1066. -537. 597. 60 18 972.92 961.68 131159. -1054. -531. 592. 61 19 972.89 961.30 130232. -927. -467. 597. 130 20 972.86 961.38 130427. 195. 98. 20. 118 21 972.82 961.44 130574. 147. 74. 20. 94 22 972.79 961.00 129500. -1074. -541. 597. 56 23 972.76 960.56 128444. -1056. -532. 592. 60 24 972.73 960.10 127340. -1104. -557. 587. 30 25 972.69 959.63 126216. -1124. -567. 597. 30 26 972.66 959.20 125188. -1028. -518. 587. 69 27 972.63 959.22 125236. 48. 24. 20. 44 28 972.60 959.26 125331. 95. 48. 20. 68 29 972.56 959.11 124973. -358. -180. 210. 30 30 972.53 958.98 124663. -310. -156. 212. 56 31 972.50 958.83 124307. -356. -179. 214. 35 + ____________________________________________________________________________ TOTAL FOR MONTH................ -20272. 462. -10678. 12936. 2720. NET CHANGE IN DAY-SECOND-FEET.. -10221. -10216. 10216. AVERAGE FLOW IN C.F.S.......... -330. 417. 88. CHANGE IN CONTENTS FOR MO.(4).. -20272. (1) COMPUTATIONS BASED ON THE MAY 1965 CAPACITY TABLE. (2) BY 24-HOUR CLOCK, TIME IS 2400(MIDN.) OF DAY INDICATED UNLESS OTHERWISE NOTED. AVERAGE FLOW OR CHANGE IN RESERVOIR CONTENTS ARE FOR PERIOD ENDING AT TIME INDICATED. (3) BASED ON PROJECT RECORDS. DOES NOT INCLUDE EVAPORATION LOSSES. (4) BASED ON TOTAL CONTENTS AT BEGINNING AND END OF MONTH. 1 RESERVOIR INFLOW COMPUTATIONS (1) SMITH RIVER, VA. PHILPOTT LAKE SEPTEMBER 1966 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 + ____ ____ _____ _________ ________ _____ ______ ________ _______ ______ 972.50 958.83 124307. 1 972.47 958.63 123833. -474. -239. 258. 19 2 972.43 958.42 123335. -498. -251. 261. 10 3 972.40 958.44 123383. 48. 24. 30. 54 4 972.37 958.44 123383. 0. 0. 30. 30 5 972.33 958.50 123525. 142. 72. 30. 102 6 972.30 958.60 123762. 237. 119. 265. 384 7 972.27 958.68 123952. 190. 96. 265. 361 8 972.23 958.68 123952. 0. 0. 265. 265 9 972.20 958.51 123549. -403. -203. 265. 62 10 972.17 958.51 123549. 0. 0. 30. 30 11 972.13 958.51 123549. 0. 0. 30. 30 12 972.10 958.23 122885. -664. -335. 337. 2 13 972.07 958.12 122624. -261. -132. 336. 204 14 972.03 958.35 123170. 546. 275. 331. 606 15 972.00 958.17 122743. -427. -215. 331. 116 16 971.97 957.93 122176. -567. -286. 336. 50 17 971.93 957.96 122246. 70. 35. 30. 65 18 971.90 957.97 122270. 24. 12. 30. 42 19 971.87 958.35 123170. 900. 454. 341. 795 20 971.83 958.75 124118. 948. 478. 336. 814 21 971.80 958.82 124283. 165. 83. 336. 419 22 971.77 958.73 124070. -213. -107. 336. 229 23 971.73 958.55 123644. -426. -215. 331. 116 24 971.70 958.60 123762. 118. 59. 30. 89 25 971.67 958.65 123881. 119. 60. 30. 90 26 971.63 958.62 123809. -72. -36. 206. 170 27 971.60 958.53 123596. -213. -107. 206. 99 28 971.57 958.45 123407. -189. -95. 206. 111 29 971.53 958.33 123122. -285. -144. 232. 88 30 971.50 958.19 122790. -332. -167. 227. 60 + ____________________________________________________________________________ TOTAL FOR MONTH................ -1517. 1767. -2532. 6277. 5512. NET CHANGE IN DAY-SECOND-FEET.. -765. -765. 765. AVERAGE FLOW IN C.F.S.......... -26. 209. 184. CHANGE IN CONTENTS FOR MO.(4).. -1517. (1) COMPUTATIONS BASED ON THE MAY 1965 CAPACITY TABLE. (2) BY 24-HOUR CLOCK, TIME IS 2400(MIDN.) OF DAY INDICATED UNLESS OTHERWISE NOTED. AVERAGE FLOW OR CHANGE IN RESERVOIR CONTENTS ARE FOR PERIOD ENDING AT TIME INDICATED. (3) BASED ON PROJECT RECORDS. DOES NOT INCLUDE EVAPORATION LOSSES. (4) BASED ON TOTAL CONTENTS AT BEGINNING AND END OF MONTH. 1 RESERVOIR INFLOW COMPUTATIONS (1) SMITH RIVER, VA. PHILPOTT LAKE OCTOBER 1966 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 + ____ ____ _____ _________ ________ _____ ______ ________ _______ ______ 971.50 958.19 122790. 1 971.50 958.42 123335. 545. 275. 20. 295 2 971.50 958.50 123525. 190. 96. 20. 116 3 971.50 958.10 122577. -948. -478. 598. 120 4 971.50 958.04 122435. -142. -72. 167. 95 5 971.50 957.95 122223. -212. -107. 167. 60 6 971.50 957.86 122012. -211. -106. 165. 59 7 971.50 957.77 121802. -210. -106. 163. 57 8 971.50 957.80 121872. 70. 35. 20. 55 9 971.50 957.85 121989. 117. 59. 20. 79 10 971.50 957.77 121802. -187. -94. 164. 70 11 971.50 957.66 121544. -258. -130. 163. 33 12 971.50 957.55 121287. -257. -130. 175. 45 13 971.50 957.46 121076. -211. -106. 163. 57 14 971.50 957.38 120889. -187. -94. 162. 68 15 971.50 957.42 120983. 94. 47. 20. 67 16 971.50 957.45 121053. 70. 35. 20. 55 17 971.50 956.98 119954. -1099. -554. 598. 44 18 971.50 956.67 119238. -716. -361. 607. 246 19 971.50 957.22 120515. 1277. 644. 607. 1251 20 971.50 957.40 120936. 421. 212. 165. 377 21 971.50 957.35 120819. -117. -59. 214. 155 22 971.50 957.50 121170. 351. 177. 20. 197 23 971.50 957.63 121474. 304. 153. 20. 173 24 971.50 957.56 121310. -164. -83. 215. 132 25 971.50 957.47 121100. -210. -106. 210. 104 26 971.50 957.38 120889. -211. -106. 210. 104 27 971.50 957.28 120655. -234. -118. 214. 96 28 971.50 957.17 120398. -257. -130. 214. 84 29 971.50 957.22 120515. 117. 59. 20. 79 30 971.50 957.28 120655. 140. 71. 20. 91 31 971.50 957.14 120328. -327. -165. 238. 73 + ____________________________________________________________________________ TOTAL FOR MONTH................ -2462. 1863. -3105. 5779. 4537. NET CHANGE IN DAY-SECOND-FEET.. -1241. -1242. 1242. AVERAGE FLOW IN C.F.S.......... -40. 186. 146. CHANGE IN CONTENTS FOR MO.(4).. -2462. (1) COMPUTATIONS BASED ON THE MAY 1965 CAPACITY TABLE. (2) BY 24-HOUR CLOCK, TIME IS 2400(MIDN.) OF DAY INDICATED UNLESS OTHERWISE NOTED. AVERAGE FLOW OR CHANGE IN RESERVOIR CONTENTS ARE FOR PERIOD ENDING AT TIME INDICATED. (3) BASED ON PROJECT RECORDS. DOES NOT INCLUDE EVAPORATION LOSSES. (4) BASED ON TOTAL CONTENTS AT BEGINNING AND END OF MONTH. 1 RESERVOIR INFLOW COMPUTATIONS (1) SMITH RIVER, VA. PHILPOTT LAKE NOVEMBER 1966 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 + ____ ____ _____ _________ ________ _____ ______ ________ _______ ______ 971.50 957.14 120328. 1 971.50 957.08 120187. -141. -71. 163. 92 2 971.50 957.20 120468. 281. 142. 165. 307 3 971.50 957.22 120515. 47. 24. 165. 189 4 971.50 957.19 120445. -70. -35. 165. 130 5 971.50 957.28 120655. 210. 106. 20. 126 6 971.50 957.36 120842. 187. 94. 20. 114 7 971.50 957.35 120819. -23. -12. 116. 104 8 971.50 957.34 120796. -23. -12. 115. 103 9 971.50 957.34 120796. 0. 0. 115. 115 10 971.50 957.37 120866. 70. 35. 117. 152 11 971.50 957.35 120819. -47. -24. 115. 91 12 971.50 957.45 121053. 234. 118. 20. 138 13 971.50 957.57 121334. 281. 142. 20. 162 14 971.50 957.52 121217. -117. -59. 165. 106 15 971.50 957.47 121100. -117. -59. 162. 103 16 971.50 957.42 120983. -117. -59. 163. 104 17 971.50 957.37 120866. -117. -59. 165. 106 18 971.50 957.30 120702. -164. -83. 162. 79 19 971.50 957.36 120842. 140. 71. 20. 91 20 971.50 957.42 120983. 141. 71. 20. 91 21 971.50 957.40 120936. -47. -24. 115. 91 22 971.50 957.38 120889. -47. -24. 115. 91 23 971.50 957.35 120819. -70. -35. 115. 80 24 971.50 957.40 120936. 117. 59. 20. 79 25 971.50 957.37 120866. -70. -35. 115. 80 26 971.50 957.43 121006. 140. 71. 20. 91 27 971.50 957.54 121264. 258. 130. 20. 150 28 971.50 957.54 121264. 0. 0. 214. 214 29 971.50 957.45 121053. -211. -106. 214. 108 30 971.50 957.39 120913. -140. -71. 214. 143 + ____________________________________________________________________________ TOTAL FOR MONTH................ 585. 1063. -768. 3335. 3630. NET CHANGE IN DAY-SECOND-FEET.. 295. 295. 295. AVERAGE FLOW IN C.F.S.......... 10. 111. 121. CHANGE IN CONTENTS FOR MO.(4).. 585. (1) COMPUTATIONS BASED ON THE MAY 1965 CAPACITY TABLE. (2) BY 24-HOUR CLOCK, TIME IS 2400(MIDN.) OF DAY INDICATED UNLESS OTHERWISE NOTED. AVERAGE FLOW OR CHANGE IN RESERVOIR CONTENTS ARE FOR PERIOD ENDING AT TIME INDICATED. (3) BASED ON PROJECT RECORDS. DOES NOT INCLUDE EVAPORATION LOSSES. (4) BASED ON TOTAL CONTENTS AT BEGINNING AND END OF MONTH. 1 RESERVOIR INFLOW COMPUTATIONS (1) SMITH RIVER, VA. PHILPOTT LAKE DECEMBER 1966 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 + ____ ____ _____ _________ ________ _____ ______ ________ _______ ______ 971.50 957.39 120913. 1 971.50 957.28 120655. -258. -130. 214. 84 2 971.50 957.18 120421. -234. -118. 214. 96 3 971.50 957.24 120562. 141. 71. 20. 91 4 971.50 957.29 120679. 117. 59. 20. 79 5 971.50 957.19 120445. -234. -118. 214. 96 6 971.50 957.09 120211. -234. -118. 214. 96 7 971.50 956.98 119954. -257. -130. 217. 87 8 971.50 956.89 119746. -208. -105. 214. 109 9 971.50 956.80 119538. -208. -105. 214. 109 10 971.50 956.90 119769. 231. 116. 20. 136 11 971.50 956.98 119954. 185. 93. 20. 113 12 971.50 956.96 119908. -46. -23. 214. 191 13 971.50 956.93 119838. -70. -35. 214. 179 14 971.50 956.84 119630. -208. -105. 214. 109 15 971.50 956.75 119423. -207. -104. 215. 111 16 971.50 956.68 119261. -162. -82. 214. 132 17 971.50 956.78 119492. 231. 116. 20. 136 18 971.50 956.89 119746. 254. 128. 20. 148 19 971.50 956.82 119584. -162. -82. 215. 133 20 971.50 956.74 119399. -185. -93. 215. 122 21 971.50 956.66 119215. -184. -93. 217. 124 22 971.50 956.57 119007. -208. -105. 217. 112 23 971.50 956.55 118961. -46. -23. 217. 194 24 971.50 956.68 119261. 300. 151. 20. 171 25 971.50 956.74 119399. 138. 70. 20. 90 26 971.50 956.80 119538. 139. 70. 20. 90 27 971.50 956.74 119399. -139. -70. 217. 147 28 971.50 956.75 119423. 24. 12. 217. 229 29 971.50 956.75 119423. 0. 0. 217. 217 30 971.50 956.70 119307. -116. -58. 217. 159 31 971.50 956.81 119561. 254. 128. 20. 148 + ____________________________________________________________________________ TOTAL FOR MONTH................ -1352. 1014. -1697. 4721. 4038. NET CHANGE IN DAY-SECOND-FEET.. -682. -683. 683. AVERAGE FLOW IN C.F.S.......... -22. 152. 130. CHANGE IN CONTENTS FOR MO.(4).. -1352. (1) COMPUTATIONS BASED ON THE MAY 1965 CAPACITY TABLE. (2) BY 24-HOUR CLOCK, TIME IS 2400(MIDN.) OF DAY INDICATED UNLESS OTHERWISE NOTED. AVERAGE FLOW OR CHANGE IN RESERVOIR CONTENTS ARE FOR PERIOD ENDING AT TIME INDICATED. (3) BASED ON PROJECT RECORDS. DOES NOT INCLUDE EVAPORATION LOSSES. (4) BASED ON TOTAL CONTENTS AT BEGINNING AND END OF MONTH. 1 RESERVOIR INFLOW COMPUTATIONS (1) SMITH RIVER, VA. PHILPOTT LAKE JANUARY 1967 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 + ____ ____ _____ _________ ________ _____ ______ ________ _______ ______ 971.50 956.81 119561. 1 971.50 956.94 119861. 300. 151. 20. 171 2 971.50 957.05 120117. 256. 129. 20. 149 3 971.50 957.08 120187. 70. 35. 220. 255 4 971.50 957.09 120211. 24. 12. 217. 229 5 971.50 957.09 120211. 0. 0. 217. 217 6 971.50 957.02 120047. -164. -83. 217. 134 7 971.50 957.18 120421. 374. 189. 20. 209 8 971.50 957.42 120983. 562. 283. 20. 303 9 971.50 957.60 121404. 421. 212. 119. 331 10 971.50 957.70 121638. 234. 118. 119. 237 11 971.50 957.79 121849. 211. 106. 119. 225 12 971.50 957.84 121966. 117. 59. 119. 178 13 971.50 957.92 122153. 187. 94. 118. 212 14 971.50 958.06 122482. 329. 166. 20. 186 15 971.50 958.20 122814. 332. 167. 20. 187 16 971.50 958.26 122956. 142. 72. 117. 189 17 971.50 958.30 123051. 95. 48. 117. 165 18 971.50 958.30 123051. 0. 0. 119. 119 19 971.50 958.34 123146. 95. 48. 117. 165 20 971.50 958.37 123217. 71. 36. 117. 153 21 971.50 958.47 123454. 237. 119. 20. 139 22 971.50 958.56 123667. 213. 107. 20. 127 23 971.50 958.58 123715. 48. 24. 115. 139 24 971.50 958.60 123762. 47. 24. 115. 139 25 971.50 958.60 123762. 0. 0. 115. 115 26 971.50 958.65 123881. 119. 60. 115. 175 27 971.50 958.81 124260. 379. 191. 115. 306 28 971.50 958.92 124520. 260. 131. 20. 151 29 971.50 959.08 124901. 381. 192. 20. 212 30 971.50 959.14 125045. 144. 73. 115. 188 31 971.50 959.16 125092. 47. 24. 115. 139 + ____________________________________________________________________________ TOTAL FOR MONTH................ 5531. 2870. -83. 3057. 5844. NET CHANGE IN DAY-SECOND-FEET.. 2789. 2787. 2787. AVERAGE FLOW IN C.F.S.......... 90. 99. 189. CHANGE IN CONTENTS FOR MO.(4).. 5531. (1) COMPUTATIONS BASED ON THE MAY 1965 CAPACITY TABLE. (2) BY 24-HOUR CLOCK, TIME IS 2400(MIDN.) OF DAY INDICATED UNLESS OTHERWISE NOTED. AVERAGE FLOW OR CHANGE IN RESERVOIR CONTENTS ARE FOR PERIOD ENDING AT TIME INDICATED. (3) BASED ON PROJECT RECORDS. DOES NOT INCLUDE EVAPORATION LOSSES. (4) BASED ON TOTAL CONTENTS AT BEGINNING AND END OF MONTH. 1 RESERVOIR INFLOW COMPUTATIONS (1) SMITH RIVER, VA. PHILPOTT LAKE FEBRUARY 1967 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 + ____ ____ _____ _________ ________ _____ ______ ________ _______ ______ 971.50 959.16 125092. 1 971.54 959.18 125140. 48. 24. 115. 139 2 971.57 959.19 125164. 24. 12. 115. 127 3 971.61 959.22 125236. 72. 36. 115. 151 4 971.64 959.31 125451. 215. 108. 20. 128 5 971.68 959.36 125570. 119. 60. 20. 80 6 971.72 959.43 125738. 168. 85. 115. 200 7 971.75 959.45 125786. 48. 24. 115. 139 8 971.79 959.45 125786. 0. 0. 115. 115 9 971.82 959.46 125809. 23. 12. 115. 127 10 971.86 959.46 125809. 0. 0. 115. 115 11 971.90 959.57 126072. 263. 133. 20. 153 12 971.93 959.64 126240. 168. 85. 20. 105 13 971.97 959.65 126264. 24. 12. 115. 127 14 972.00 959.65 126264. 0. 0. 114. 114 15 972.04 959.67 126311. 47. 24. 114. 138 16 972.08 959.70 126383. 72. 36. 115. 151 17 972.11 959.82 126670. 287. 145. 114. 259 18 972.15 959.96 127004. 334. 168. 20. 188 19 972.18 960.05 127220. 216. 109. 20. 129 20 972.22 960.28 127772. 552. 278. 114. 392 21 972.25 960.55 128420. 648. 327. 115. 442 22 972.29 960.63 128612. 192. 97. 115. 212 23 972.32 960.68 128732. 120. 61. 115. 176 24 972.36 960.70 128780. 48. 24. 115. 139 25 972.39 960.82 129068. 288. 145. 20. 165 26 972.43 960.94 129356. 288. 145. 20. 165 27 972.46 960.98 129452. 96. 48. 116. 164 28 972.50 961.02 129549. 97. 49. 115. 164 + ____________________________________________________________________________ TOTAL FOR MONTH................ 4457. 2247. 0. 2457. 4704. NET CHANGE IN DAY-SECOND-FEET.. 2247. 2247. 2247. AVERAGE FLOW IN C.F.S.......... 80. 88. 168. CHANGE IN CONTENTS FOR MO.(4).. 4457. (1) COMPUTATIONS BASED ON THE MAY 1965 CAPACITY TABLE. (2) BY 24-HOUR CLOCK, TIME IS 2400(MIDN.) OF DAY INDICATED UNLESS OTHERWISE NOTED. AVERAGE FLOW OR CHANGE IN RESERVOIR CONTENTS ARE FOR PERIOD ENDING AT TIME INDICATED. (3) BASED ON PROJECT RECORDS. DOES NOT INCLUDE EVAPORATION LOSSES. (4) BASED ON TOTAL CONTENTS AT BEGINNING AND END OF MONTH. 1 RESERVOIR INFLOW COMPUTATIONS (1) SMITH RIVER, VA. PHILPOTT LAKE MARCH 1967 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 + ____ ____ _____ _________ ________ _____ ______ ________ _______ ______ 972.50 961.02 129549. 1 972.53 961.04 129598. 49. 25. 115. 140 2 972.56 961.06 129646. 48. 24. 115. 139 3 972.60 961.10 129744. 98. 49. 115. 164 4 972.63 961.19 129964. 220. 111. 20. 131 5 972.66 961.27 130159. 195. 98. 20. 118 6 972.69 961.42 130525. 366. 185. 114. 299 7 972.72 962.32 132734. 2209. 1114. 114. 1228 8 972.76 962.62 133478. 744. 375. 112. 487 9 972.79 962.77 133850. 372. 188. 112. 300 10 972.82 962.90 134172. 322. 162. 112. 274 11 972.85 963.06 134571. 399. 201. 20. 221 12 972.88 963.30 135176. 605. 305. 20. 325 13 972.92 963.72 136234. 1058. 533. 113. 646 14 972.95 963.98 136890. 656. 331. 111. 442 15 972.98 964.16 137350. 460. 232. 112. 344 16 973.01 964.30 137708. 358. 180. 112. 292 17 973.04 964.36 137862. 154. 78. 112. 190 18 973.08 964.52 138271. 409. 206. 20. 226 19 973.11 964.68 138681. 410. 207. 20. 227 20 973.14 964.80 138988. 307. 155. 112. 267 21 973.17 964.92 139295. 307. 155. 112. 267 22 973.21 965.00 139500. 205. 103. 112. 215 23 973.24 965.06 139655. 155. 78. 112. 190 24 973.27 965.14 139863. 208. 105. 112. 217 25 973.30 965.27 140199. 336. 169. 20. 189 26 973.34 965.36 140432. 233. 117. 20. 137 27 973.37 965.39 140510. 78. 39. 112. 151 28 973.40 965.42 140588. 78. 39. 119. 158 29 973.43 965.44 140640. 52. 26. 119. 145 30 973.47 965.45 140666. 26. 13. 120. 133 31 973.50 965.46 140691. 25. 13. 120. 133 + ____________________________________________________________________________ TOTAL FOR MONTH................ 11142. 5616. 0. 2779. 8395. NET CHANGE IN DAY-SECOND-FEET.. 5617. 5616. 5616. AVERAGE FLOW IN C.F.S.......... 181. 90. 271. CHANGE IN CONTENTS FOR MO.(4).. 11142. (1) COMPUTATIONS BASED ON THE MAY 1965 CAPACITY TABLE. (2) BY 24-HOUR CLOCK, TIME IS 2400(MIDN.) OF DAY INDICATED UNLESS OTHERWISE NOTED. AVERAGE FLOW OR CHANGE IN RESERVOIR CONTENTS ARE FOR PERIOD ENDING AT TIME INDICATED. (3) BASED ON PROJECT RECORDS. DOES NOT INCLUDE EVAPORATION LOSSES. (4) BASED ON TOTAL CONTENTS AT BEGINNING AND END OF MONTH. 1 RESERVOIR INFLOW COMPUTATIONS (1) SMITH RIVER, VA. PHILPOTT LAKE APRIL 1967 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 + ____ ____ _____ _________ ________ _____ ______ ________ _______ ______ 973.50 965.46 140691. 1 973.50 965.54 140899. 208. 105. 20. 125 2 973.50 965.58 141002. 103. 52. 20. 72 3 973.50 965.59 141028. 26. 13. 119. 132 4 973.50 965.60 141054. 26. 13. 120. 133 5 973.50 965.61 141080. 26. 13. 120. 133 6 973.50 965.60 141054. -26. -13. 119. 106 7 973.50 965.58 141002. -52. -26. 120. 94 8 973.50 965.65 141184. 182. 92. 20. 112 9 973.50 965.70 141313. 129. 65. 20. 85 10 973.50 965.68 141261. -52. -26. 172. 146 11 973.50 965.64 141158. -103. -52. 172. 120 12 973.50 965.59 141028. -130. -66. 170. 104 13 973.50 965.54 140899. -129. -65. 170. 105 14 973.50 965.47 140717. -182. -92. 170. 78 15 973.50 965.55 140925. 208. 105. 20. 125 16 973.50 965.62 141106. 181. 91. 20. 111 17 973.50 965.60 141054. -52. -26. 170. 144 18 973.50 965.56 140950. -104. -52. 171. 119 19 973.50 965.50 140795. -155. -78. 170. 92 20 973.50 965.42 140588. -207. -104. 170. 66 21 973.50 965.37 140458. -130. -66. 170. 104 22 973.50 965.44 140640. 182. 92. 20. 112 23 973.50 965.50 140795. 155. 78. 20. 98 24 973.50 965.44 140640. -155. -78. 170. 92 25 973.50 965.38 140484. -156. -79. 170. 91 26 973.50 965.45 140666. 182. 92. 170. 262 27 973.50 965.44 140640. -26. -13. 170. 157 28 973.50 965.37 140458. -182. -92. 170. 78 29 973.50 965.42 140588. 130. 66. 20. 86 30 973.50 965.49 140769. 181. 95.(5) 20. 115 + ____________________________________________________________________________ TOTAL FOR MONTH................ 78. 972. -928. 3353. 3397. NET CHANGE IN DAY-SECOND-FEET.. 44. 44. 44. AVERAGE FLOW IN C.F.S.......... 1. 112. 113. CHANGE IN CONTENTS FOR MO.(4).. 78. (1) COMPUTATIONS BASED ON THE MAY 1965 CAPACITY TABLE. (2) BY 24-HOUR CLOCK, TIME IS 2400(MIDN.) OF DAY INDICATED UNLESS OTHERWISE NOTED. AVERAGE FLOW OR CHANGE IN RESERVOIR CONTENTS ARE FOR PERIOD ENDING AT TIME INDICATED. (3) BASED ON PROJECT RECORDS. DOES NOT INCLUDE EVAPORATION LOSSES. (4) BASED ON TOTAL CONTENTS AT BEGINNING AND END OF MONTH. (5) ADJUSTED FOR 23-HOUR DAY (CONVERTING FROM EST TO EDT). 1 RESERVOIR INFLOW COMPUTATIONS (1) SMITH RIVER, VA. PHILPOTT LAKE MAY 1967 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 + ____ ____ _____ _________ ________ _____ ______ ________ _______ ______ 973.50 965.49 140769. 1 973.50 965.46 140691. -78. -39. 170. 131 2 973.50 965.46 140691. 0. 0. 170. 170 3 973.50 965.45 140666. -25. -13. 170. 157 4 973.50 965.39 140510. -156. -79. 170. 91 5 973.50 965.33 140355. -155. -78. 167. 89 6 973.50 965.40 140536. 181. 91. 20. 111 7 973.50 965.85 141702. 1166. 588. 20. 608 8 973.50 965.90 141831. 129. 65. 170. 235 9 973.50 965.90 141831. 0. 0. 167. 167 10 973.50 965.90 141831. 0. 0. 170. 170 11 973.50 965.86 141727. -104. -52. 170. 118 12 973.50 965.85 141702. -25. -13. 170. 157 13 973.50 965.93 141909. 207. 104. 20. 124 14 973.50 966.04 142195. 286. 144. 20. 164 15 973.50 966.08 142300. 105. 53. 119. 172 16 973.50 966.10 142352. 52. 26. 120. 146 17 973.50 966.10 142352. 0. 0. 117. 117 18 973.50 966.09 142326. -26. -13. 121. 108 19 973.50 966.09 142326. 0. 0. 120. 120 20 973.50 966.14 142457. 131. 66. 20. 86 21 973.50 966.26 142771. 314. 158. 20. 178 22 973.50 966.33 142955. 184. 93. 119. 212 23 973.50 966.36 143033. 78. 39. 119. 158 24 973.50 966.37 143059. 26. 13. 120. 133 25 973.50 966.37 143059. 0. 0. 120. 120 26 973.50 966.36 143033. -26. -13. 119. 106 27 973.50 966.42 143190. 157. 79. 20. 99 28 973.50 966.46 143295. 105. 53. 20. 73 29 973.50 966.42 143190. -105. -53. 119. 66 30 973.50 966.48 143348. 158. 80. 20. 100 31 973.50 966.39 143112. -236. -119. 221. 102 + ____________________________________________________________________________ TOTAL FOR MONTH................ 2343. 1652. -472. 3408. 4588. NET CHANGE IN DAY-SECOND-FEET.. 1181. 1180. 1180. AVERAGE FLOW IN C.F.S.......... 38. 110. 148. CHANGE IN CONTENTS FOR MO.(4).. 2343. (1) COMPUTATIONS BASED ON THE MAY 1965 CAPACITY TABLE. (2) BY 24-HOUR CLOCK, TIME IS 2400(MIDN.) OF DAY INDICATED UNLESS OTHERWISE NOTED. AVERAGE FLOW OR CHANGE IN RESERVOIR CONTENTS ARE FOR PERIOD ENDING AT TIME INDICATED. (3) BASED ON PROJECT RECORDS. DOES NOT INCLUDE EVAPORATION LOSSES. (4) BASED ON TOTAL CONTENTS AT BEGINNING AND END OF MONTH. 1 RESERVOIR INFLOW COMPUTATIONS (1) SMITH RIVER, VA. PHILPOTT LAKE JUNE 1967 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 + ____ ____ _____ _________ ________ _____ ______ ________ _______ ______ 973.50 966.39 143112. 1 973.50 966.36 143033. -79. -40. 220. 180 2 973.50 966.31 142902. -131. -66. 220. 154 3 973.50 966.37 143059. 157. 79. 20. 99 4 973.50 966.44 143243. 184. 93. 20. 113 5 973.50 966.43 143217. -26. -13. 119. 106 6 973.50 966.41 143164. -53. -27. 119. 92 7 973.50 966.39 143112. -52. -26. 119. 93 8 973.50 966.35 143007. -105. -53. 119. 66 9 973.50 966.32 142928. -79. -40. 119. 79 10 973.50 966.26 142771. -157. -79. 174. 95 11 973.50 966.27 142797. 26. 13. 20. 33 12 973.50 966.19 142588. -209. -105. 170. 65 13 973.50 966.11 142378. -210. -106. 170. 64 14 973.50 966.02 142142. -236. -119. 170. 51 15 973.50 965.94 141935. -207. -104. 170. 66 16 973.50 965.85 141702. -233. -117. 170. 53 17 973.50 965.85 141702. 0. 0. 27. 27 18 973.50 965.88 141779. 77. 39. 30. 69 19 973.50 965.81 141598. -181. -91. 174. 83 20 973.50 965.77 141494. -104. -52. 125. 73 21 973.50 965.71 141339. -155. -78. 125. 47 22 973.50 965.68 141261. -78. -39. 125. 86 23 973.50 965.62 141106. -155. -78. 126. 48 24 973.50 965.63 141132. 26. 13. 30. 43 25 973.50 965.64 141158. 26. 13. 30. 43 26 973.50 965.53 140873. -285. -144. 173. 29 27 973.50 965.42 140588. -285. -144. 171. 27 28 973.50 965.30 140277. -311. -157. 176. 19 29 973.50 965.21 140044. -233. -117. 177. 60 30 973.50 965.13 139837. -207. -104. 177. 73 + ____________________________________________________________________________ TOTAL FOR MONTH................ -3275. 250. -1899. 3785. 2136. NET CHANGE IN DAY-SECOND-FEET.. -1651. -1649. 1649. AVERAGE FLOW IN C.F.S.......... -55. 126. 71. CHANGE IN CONTENTS FOR MO.(4).. -3275. (1) COMPUTATIONS BASED ON THE MAY 1965 CAPACITY TABLE. (2) BY 24-HOUR CLOCK, TIME IS 2400(MIDN.) OF DAY INDICATED UNLESS OTHERWISE NOTED. AVERAGE FLOW OR CHANGE IN RESERVOIR CONTENTS ARE FOR PERIOD ENDING AT TIME INDICATED. (3) BASED ON PROJECT RECORDS. DOES NOT INCLUDE EVAPORATION LOSSES. (4) BASED ON TOTAL CONTENTS AT BEGINNING AND END OF MONTH. 1 RESERVOIR INFLOW COMPUTATIONS (1) SMITH RIVER, VA. PHILPOTT LAKE JULY 1967 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 + ____ ____ _____ _________ ________ _____ ______ ________ _______ ______ 973.50 965.13 139837. 1 973.50 965.14 139863. 26. 13. 30. 43 2 973.50 965.19 139992. 129. 65. 30. 95 3 973.50 965.10 139759. -233. -117. 177. 60 4 973.50 965.10 139759. 0. 0. 30. 30 5 973.50 965.00 139500. -259. -131. 174. 43 6 973.50 964.88 139193. -307. -155. 177. 22 7 973.50 964.79 138962. -231. -116. 177. 61 8 973.50 964.86 139142. 180. 91. 30. 121 9 973.50 964.88 139193. 51. 26. 30. 56 10 973.50 964.80 138988. -205. -103. 177. 74 11 973.50 964.70 138732. -256. -129. 177. 48 12 973.50 964.60 138476. -256. -129. 177. 48 13 973.50 964.48 138169. -307. -155. 177. 22 14 973.50 964.38 137913. -256. -129. 177. 48 15 973.50 964.39 137938. 25. 13. 30. 43 16 973.50 964.39 137938. 0. 0. 30. 30 17 973.50 964.30 137708. -230. -116. 227. 111 18 973.50 964.19 137426. -282. -142. 227. 85 19 973.50 964.04 137042. -384. -194. 227. 33 20 973.50 963.93 136764. -278. -140. 227. 87 21 973.50 963.77 136360. -404. -204. 227. 23 22 973.50 963.79 136411. 51. 26. 30. 56 23 973.50 963.79 136411. 0. 0. 30. 30 24 973.50 963.63 136008. -403. -203. 227. 24 25 973.50 963.48 135630. -378. -191. 231. 40 26 973.50 963.40 135428. -202. -102. 231. 129 27 973.50 963.25 135050. -378. -191. 231. 40 28 973.50 963.07 134596. -454. -229. 231. 2 29 973.50 963.09 134647. 51. 26. 30. 56 30 973.50 963.22 134974. 327. 165. 30. 195 31 973.50 963.16 134823. -151. -76. 231. 155 + ____________________________________________________________________________ TOTAL FOR MONTH................ -5014. 425. -2952. 4437. 1910. NET CHANGE IN DAY-SECOND-FEET.. -2528. -2527. 2527. AVERAGE FLOW IN C.F.S.......... -82. 143. 62. CHANGE IN CONTENTS FOR MO.(4).. -5014. (1) COMPUTATIONS BASED ON THE MAY 1965 CAPACITY TABLE. (2) BY 24-HOUR CLOCK, TIME IS 2400(MIDN.) OF DAY INDICATED UNLESS OTHERWISE NOTED. AVERAGE FLOW OR CHANGE IN RESERVOIR CONTENTS ARE FOR PERIOD ENDING AT TIME INDICATED. (3) BASED ON PROJECT RECORDS. DOES NOT INCLUDE EVAPORATION LOSSES. (4) BASED ON TOTAL CONTENTS AT BEGINNING AND END OF MONTH. 1 RESERVOIR INFLOW COMPUTATIONS (1) SMITH RIVER, VA. PHILPOTT LAKE AUGUST 1967 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 + ____ ____ _____ _________ ________ _____ ______ ________ _______ ______ 973.50 963.16 134823. 1 973.47 963.02 134470. -353. -178. 231. 53 2 973.44 962.87 134098. -372. -188. 227. 39 3 973.40 962.72 133726. -372. -188. 229. 41 4 973.37 962.57 133354. -372. -188. 231. 43 5 973.34 962.59 133403. 49. 25. 30. 55 6 973.31 962.60 133428. 25. 13. 30. 43 7 973.28 962.51 133205. -223. -112. 231. 119 8 973.24 962.37 132858. -347. -175. 231. 56 9 973.21 962.21 132461. -397. -200. 227. 27 10 973.18 962.05 132064. -397. -200. 231. 31 11 973.15 961.86 131598. -466. -235. 231. -4 12 973.12 961.86 131598. 0. 0. 30. 30 13 973.08 961.86 131598. 0. 0. 30. 30 14 973.05 961.74 131306. -292. -147. 231. 84 15 973.02 961.56 130866. -440. -222. 231. 9 16 972.99 961.38 130427. -439. -221. 234. 13 17 972.95 961.20 129988. -439. -221. 234. 13 18 972.92 961.02 129549. -439. -221. 234. 13 19 972.89 961.02 129549. 0. 0. 30. 30 20 972.86 961.04 129598. 49. 25. 30. 55 21 972.82 961.10 129744. 146. 74. 234. 308 22 972.79 961.22 130037. 293. 148. 234. 382 23 972.76 961.30 130232. 195. 98. 234. 332 24 972.73 962.45 133056. 2824. 1424. 231. 1655 25 972.69 962.55 133304. 248. 125. 228. 353 26 972.66 962.69 133651. 347. 175. 20. 195 27 972.63 962.75 133800. 149. 75. 20. 95 28 972.60 962.67 133602. -198. -100. 224. 124 29 972.56 962.65 133552. -50. -25. 117. 92 30 972.53 962.60 133428. -124. -63. 122. 59 31 972.50 962.53 133254. -174. -88. 120. 32 + ____________________________________________________________________________ TOTAL FOR MONTH................ -1569. 2182. -2972. 5197. 4407. NET CHANGE IN DAY-SECOND-FEET.. -791. -790. 790. AVERAGE FLOW IN C.F.S.......... -25. 168. 142. CHANGE IN CONTENTS FOR MO.(4).. -1569. (1) COMPUTATIONS BASED ON THE MAY 1965 CAPACITY TABLE. (2) BY 24-HOUR CLOCK, TIME IS 2400(MIDN.) OF DAY INDICATED UNLESS OTHERWISE NOTED. AVERAGE FLOW OR CHANGE IN RESERVOIR CONTENTS ARE FOR PERIOD ENDING AT TIME INDICATED. (3) BASED ON PROJECT RECORDS. DOES NOT INCLUDE EVAPORATION LOSSES. (4) BASED ON TOTAL CONTENTS AT BEGINNING AND END OF MONTH. 1 RESERVOIR INFLOW COMPUTATIONS (1) SMITH RIVER, VA. PHILPOTT LAKE SEPTEMBER 1967 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 + ____ ____ _____ _________ ________ _____ ______ ________ _______ ______ 972.50 962.53 133254. 1 972.47 962.44 133031. -223. -112. 120. 8 2 972.43 962.46 133081. 50. 25. 20. 45 3 972.40 962.47 133106. 25. 13. 20. 33 4 972.37 962.50 133180. 74. 37. 20. 57 5 972.33 962.44 133031. -149. -75. 120. 45 6 972.30 962.37 132858. -173. -87. 120. 33 7 972.27 962.30 132684. -174. -88. 120. 32 8 972.23 962.22 132486. -198. -100. 123. 23 9 972.20 962.48 133130. 644. 325. 30. 355 10 972.17 962.55 133304. 174. 88. 30. 118 11 972.13 962.52 133230. -74. -37. 123. 86 12 972.10 962.46 133081. -149. -75. 122. 47 13 972.07 962.41 132957. -124. -63. 121. 58 14 972.03 962.34 132783. -174. -88. 123. 35 15 972.00 962.28 132634. -149. -75. 124. 49 16 971.97 962.29 132659. 25. 13. 30. 43 17 971.93 962.30 132684. 25. 13. 30. 43 18 971.90 962.16 132337. -347. -175. 222. 47 19 971.87 962.02 131990. -347. -175. 226. 51 20 971.83 961.88 131647. -343. -173. 226. 53 21 971.80 961.78 131403. -244. -123. 226. 103 22 971.77 961.62 131013. -390. -197. 226. 29 23 971.73 961.62 131013. 0. 0. 30. 30 24 971.70 961.62 131013. 0. 0. 30. 30 25 971.67 961.45 130598. -415. -209. 232. 23 26 971.63 961.28 130183. -415. -209. 234. 25 27 971.60 961.15 129866. -317. -160. 230. 70 28 971.57 961.24 130086. 220. 111. 232. 343 29 971.53 961.15 129866. -220. -111. 234. 123 30 971.50 961.18 129939. 73. 37. 30. 67 + ____________________________________________________________________________ TOTAL FOR MONTH................ -3315. 662. -2332. 3774. 2104. NET CHANGE IN DAY-SECOND-FEET.. -1671. -1670. 1670. AVERAGE FLOW IN C.F.S.......... -56. 126. 70. CHANGE IN CONTENTS FOR MO.(4).. -3315. (1) COMPUTATIONS BASED ON THE MAY 1965 CAPACITY TABLE. (2) BY 24-HOUR CLOCK, TIME IS 2400(MIDN.) OF DAY INDICATED UNLESS OTHERWISE NOTED. AVERAGE FLOW OR CHANGE IN RESERVOIR CONTENTS ARE FOR PERIOD ENDING AT TIME INDICATED. (3) BASED ON PROJECT RECORDS. DOES NOT INCLUDE EVAPORATION LOSSES. (4) BASED ON TOTAL CONTENTS AT BEGINNING AND END OF MONTH. 1 RESERVOIR INFLOW COMPUTATIONS (1) SMITH RIVER, VA. PHILPOTT LAKE OCTOBER 1967 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 + ____ ____ _____ _________ ________ _____ ______ ________ _______ ______ 971.50 961.18 129939. 1 971.50 961.19 129964. 25. 13. 30. 43 2 971.50 961.09 129720. -244. -123. 174. 51 3 971.50 960.99 129476. -244. -123. 181. 58 4 971.50 960.88 129212. -264. -133. 181. 48 5 971.50 960.76 128924. -288. -145. 183. 38 6 971.50 960.65 128660. -264. -133. 179. 46 7 971.50 960.68 128732. 72. 36. 30. 66 8 971.50 960.72 128828. 96. 48. 28. 76 9 971.50 960.67 128708. -120. -61. 182. 121 10 971.50 960.67 128708. 0. 0. 179. 179 11 971.50 960.58 128492. -216. -109. 182. 73 12 971.50 960.48 128252. -240. -121. 182. 61 13 971.50 960.38 128012. -240. -121. 183. 62 14 971.50 960.40 128060. 48. 24. 30. 54 15 971.50 960.42 128108. 48. 24. 30. 54 16 971.50 960.31 127844. -264. -133. 182. 49 17 971.50 960.22 127628. -216. -109. 182. 73 18 971.50 960.33 127892. 264. 133. 182. 315 19 971.50 960.26 127724. -168. -85. 182. 97 20 971.50 960.19 127556. -168. -85. 182. 97 21 971.50 960.22 127628. 72. 36. 30. 66 22 971.50 960.24 127676. 48. 24. 30. 54 23 971.50 960.14 127436. -240. -121. 182. 61 24 971.50 960.05 127220. -216. -109. 182. 73 25 971.50 960.07 127268. 48. 24. 182. 206 26 971.50 960.05 127220. -48. -24. 182. 158 27 971.50 960.00 127100. -120. -61. 182. 121 28 971.50 960.02 127148. 48. 24. 30. 54 29 971.50 960.06 127244. 96. 46.(5) 30. 76 30 971.50 959.80 126622. -622. -314. 403. 89 31 971.50 959.52 125953. -669. -337. 405. 68 + ____________________________________________________________________________ TOTAL FOR MONTH................ -3986. 432. -2447. 4702. 2687. NET CHANGE IN DAY-SECOND-FEET.. -2015. -2015. 2015. AVERAGE FLOW IN C.F.S.......... -65. 152. 87. CHANGE IN CONTENTS FOR MO.(4).. -3986. (1) COMPUTATIONS BASED ON THE MAY 1965 CAPACITY TABLE. (2) BY 24-HOUR CLOCK, TIME IS 2400(MIDN.) OF DAY INDICATED UNLESS OTHERWISE NOTED. AVERAGE FLOW OR CHANGE IN RESERVOIR CONTENTS ARE FOR PERIOD ENDING AT TIME INDICATED. (3) BASED ON PROJECT RECORDS. DOES NOT INCLUDE EVAPORATION LOSSES. (4) BASED ON TOTAL CONTENTS AT BEGINNING AND END OF MONTH. (5) ADJUSTED FOR 25-HOUR DAY (CONVERTING FROM EDT TO EST). 1 RESERVOIR INFLOW COMPUTATIONS (1) SMITH RIVER, VA. PHILPOTT LAKE NOVEMBER 1967 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 + ____ ____ _____ _________ ________ _____ ______ ________ _______ ______ 971.50 959.52 125953. 1 971.50 959.25 125308. -645. -325. 411. 86 2 971.50 959.02 124758. -550. -277. 410. 133 3 971.50 958.74 124094. -664. -335. 406. 71 4 971.50 958.79 124212. 118. 59. 20. 79 5 971.50 958.81 124260. 48. 24. 20. 44 6 971.50 958.78 124189. -71. -36. 165. 129 7 971.50 958.75 124118. -71. -36. 168. 132 8 971.50 958.72 124046. -72. -36. 172. 136 9 971.50 958.65 123881. -165. -83. 172. 89 10 971.50 958.64 123857. -24. -12. 172. 160 11 971.50 958.72 124046. 189. 95. 30. 125 12 971.50 958.80 124236. 190. 96. 30. 126 13 971.50 958.77 124165. -71. -36. 172. 136 14 971.50 958.73 124070. -95. -48. 169. 121 15 971.50 958.67 123928. -142. -72. 172. 100 16 971.50 958.62 123809. -119. -60. 172. 112 17 971.50 958.56 123667. -142. -72. 172. 100 18 971.50 958.60 123762. 95. 48. 30. 78 19 971.50 958.68 123952. 190. 96. 30. 126 20 971.50 958.63 123833. -119. -60. 172. 112 21 971.50 958.56 123667. -166. -84. 172. 88 22 971.50 958.50 123525. -142. -72. 172. 100 23 971.50 958.53 123596. 71. 36. 30. 66 24 971.50 958.43 123359. -237. -119. 221. 102 25 971.50 958.48 123478. 119. 60. 30. 90 26 971.50 958.51 123549. 71. 36. 30. 66 27 971.50 958.39 123264. -285. -144. 221. 77 28 971.50 958.27 122980. -284. -143. 221. 78 29 971.50 958.13 122648. -332. -167. 221. 54 30 971.50 958.05 122459. -189. -95. 221. 126 + ____________________________________________________________________________ TOTAL FOR MONTH................ -3494. 550. -2312. 4804. 3042. NET CHANGE IN DAY-SECOND-FEET.. -1762. -1762. 1762. AVERAGE FLOW IN C.F.S.......... -59. 160. 101. CHANGE IN CONTENTS FOR MO.(4).. -3494. (1) COMPUTATIONS BASED ON THE MAY 1965 CAPACITY TABLE. (2) BY 24-HOUR CLOCK, TIME IS 2400(MIDN.) OF DAY INDICATED UNLESS OTHERWISE NOTED. AVERAGE FLOW OR CHANGE IN RESERVOIR CONTENTS ARE FOR PERIOD ENDING AT TIME INDICATED. (3) BASED ON PROJECT RECORDS. DOES NOT INCLUDE EVAPORATION LOSSES. (4) BASED ON TOTAL CONTENTS AT BEGINNING AND END OF MONTH. 1 RESERVOIR INFLOW COMPUTATIONS (1) SMITH RIVER, VA. PHILPOTT LAKE DECEMBER 1967 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 + ____ ____ _____ _________ ________ _____ ______ ________ _______ ______ 971.50 958.05 122459. 1 971.50 957.91 122129. -330. -166. 221. 55 2 971.50 958.00 122340. 211. 106. 30. 136 3 971.50 958.14 122672. 332. 167. 30. 197 4 971.50 957.82 121919. -753. -380. 613. 233 5 971.50 957.38 120889. -1030. -519. 611. 92 6 971.50 956.94 119861. -1028. -518. 611. 93 7 971.50 956.47 118776. -1085. -547. 611. 64 8 971.50 956.02 117736. -1040. -524. 621. 97 9 971.50 956.09 117898. 162. 82. 30. 112 10 971.50 956.60 119076. 1178. 594. 30. 624 11 971.50 957.04 120094. 1018. 513. 221. 734 12 971.50 957.32 120749. 655. 330. 221. 551 13 971.50 957.36 120842. 93. 47. 221. 268 14 971.50 957.35 120819. -23. -12. 221. 209 15 971.50 957.27 120632. -187. -94. 217. 123 16 971.50 957.37 120866. 234. 118. 20. 138 17 971.50 957.48 121123. 257. 130. 20. 150 18 971.50 957.52 121217. 94. 47. 117. 164 19 971.50 957.54 121264. 47. 24. 117. 141 20 971.50 957.56 121310. 46. 23. 117. 140 21 971.50 957.56 121310. 0. 0. 117. 117 22 971.50 957.68 121591. 281. 142. 116. 258 23 971.50 957.86 122012. 421. 212. 20. 232 24 971.50 957.97 122270. 258. 130. 20. 150 25 971.50 958.10 122577. 307. 155. 20. 175 26 971.50 958.13 122648. 71. 36. 117. 153 27 971.50 958.15 122696. 48. 24. 117. 141 28 971.50 958.62 123809. 1113. 561. 117. 678 29 971.50 958.83 124307. 498. 251. 115. 366 30 971.50 959.05 124830. 523. 264. 20. 284 31 971.50 959.25 125308. 478. 241. 20. 261 + ____________________________________________________________________________ TOTAL FOR MONTH................ 2849. 4197. -2760. 5699. 7136. NET CHANGE IN DAY-SECOND-FEET.. 1436. 1437. 1437. AVERAGE FLOW IN C.F.S.......... 46. 184. 230. CHANGE IN CONTENTS FOR MO.(4).. 2849. (1) COMPUTATIONS BASED ON THE MAY 1965 CAPACITY TABLE. (2) BY 24-HOUR CLOCK, TIME IS 2400(MIDN.) OF DAY INDICATED UNLESS OTHERWISE NOTED. AVERAGE FLOW OR CHANGE IN RESERVOIR CONTENTS ARE FOR PERIOD ENDING AT TIME INDICATED. (3) BASED ON PROJECT RECORDS. DOES NOT INCLUDE EVAPORATION LOSSES. (4) BASED ON TOTAL CONTENTS AT BEGINNING AND END OF MONTH. 1 RESERVOIR INFLOW COMPUTATIONS (1) SMITH RIVER, VA. PHILPOTT LAKE JANUARY 1968 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 + ____ ____ _____ _________ ________ _____ ______ ________ _______ ______ 971.50 959.25 125308. 1 971.50 959.43 125738. 430. 217. 20. 237 2 971.50 959.49 125881. 143. 72. 115. 187 3 971.50 959.60 126144. 263. 133. 115. 248 4 971.50 959.75 126503. 359. 181. 115. 296 5 971.50 959.84 126718. 215. 108. 115. 223 6 971.50 960.00 127100. 382. 193. 20. 213 7 971.50 960.18 127532. 432. 218. 20. 238 8 971.50 960.26 127724. 192. 97. 115. 212 9 971.50 960.32 127868. 144. 73. 115. 188 10 971.50 960.42 128108. 240. 121. 117. 238 11 971.50 960.50 128300. 192. 97. 117. 214 12 971.50 960.55 128420. 120. 61. 117. 178 13 971.50 960.88 129212. 792. 399. 20. 419 14 971.50 961.30 130232. 1020. 514. 20. 534 15 971.50 961.45 130598. 366. 185. 115. 300 16 971.50 961.54 130818. 220. 111. 117. 228 17 971.50 961.60 130964. 146. 74. 115. 189 18 971.50 961.67 131135. 171. 86. 114. 200 19 971.50 961.72 131257. 122. 62. 114. 176 20 971.50 961.90 131696. 439. 221. 20. 241 21 971.50 962.24 132535. 839. 423. 20. 443 22 971.50 962.45 133056. 521. 263. 114. 377 23 971.50 962.80 133924. 868. 438. 114. 552 24 971.50 963.14 134773. 849. 428. 114. 542 25 971.50 963.32 135226. 453. 228. 114. 342 26 971.50 963.42 135478. 252. 127. 114. 241 27 971.50 963.58 135882. 404. 204. 20. 224 28 971.50 963.80 136436. 554. 279. 20. 299 29 971.50 963.97 136864. 428. 216. 112. 328 30 971.50 964.25 137580. 716. 361. 114. 475 31 971.50 964.56 138374. 794. 400. 112. 512 + ____________________________________________________________________________ TOTAL FOR MONTH................ 13066. 6590. 0. 2704. 9294. NET CHANGE IN DAY-SECOND-FEET.. 6587. 6590. 6590. AVERAGE FLOW IN C.F.S.......... 213. 87. 300. CHANGE IN CONTENTS FOR MO.(4).. 13066. (1) COMPUTATIONS BASED ON THE MAY 1965 CAPACITY TABLE. (2) BY 24-HOUR CLOCK, TIME IS 2400(MIDN.) OF DAY INDICATED UNLESS OTHERWISE NOTED. AVERAGE FLOW OR CHANGE IN RESERVOIR CONTENTS ARE FOR PERIOD ENDING AT TIME INDICATED. (3) BASED ON PROJECT RECORDS. DOES NOT INCLUDE EVAPORATION LOSSES. (4) BASED ON TOTAL CONTENTS AT BEGINNING AND END OF MONTH. 1 RESERVOIR INFLOW COMPUTATIONS (1) SMITH RIVER, VA. PHILPOTT LAKE FEBRUARY 1968 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 + ____ ____ _____ _________ ________ _____ ______ ________ _______ ______ 971.50 964.56 138374. 1 971.53 964.80 138988. 614. 310. 112. 422 2 971.57 965.04 139604. 616. 311. 112. 423 3 971.60 965.28 140225. 621. 313. 20. 333 4 971.64 965.52 140847. 622. 314. 20. 334 5 971.67 965.62 141106. 259. 131. 120. 251 6 971.71 965.72 141365. 259. 131. 120. 251 7 971.74 965.78 141520. 155. 78. 120. 198 8 971.78 965.85 141702. 182. 92. 120. 212 9 971.81 965.85 141702. 0. 0. 120. 120 10 971.85 966.00 142090. 388. 196. 20. 216 11 971.88 966.10 142352. 262. 132. 20. 152 12 971.92 966.14 142457. 105. 53. 120. 173 13 971.95 966.16 142509. 52. 26. 120. 146 14 971.99 966.18 142562. 53. 27. 120. 147 15 972.02 966.20 142614. 52. 26. 120. 146 16 972.05 966.24 142719. 105. 53. 120. 173 17 972.09 966.31 142902. 183. 92. 20. 112 18 972.12 966.41 143164. 262. 132. 20. 152 19 972.16 966.42 143190. 26. 13. 120. 133 20 972.19 966.44 143243. 53. 27. 120. 147 21 972.23 966.45 143269. 26. 13. 122. 135 22 972.26 966.45 143269. 0. 0. 120. 120 23 972.29 966.45 143269. 0. 0. 120. 120 24 972.33 966.52 143452. 183. 92. 20. 112 25 972.36 966.59 143636. 184. 93. 20. 113 26 972.40 966.61 143688. 52. 26. 122. 148 27 972.43 966.62 143714. 26. 13. 120. 133 28 972.47 966.64 143767. 53. 27. 119. 146 29 972.50 966.66 143819. 52. 26. 119. 145 + ____________________________________________________________________________ TOTAL FOR MONTH................ 5445. 2747. 0. 2666. 5413. NET CHANGE IN DAY-SECOND-FEET.. 2745. 2747. 2747. AVERAGE FLOW IN C.F.S.......... 95. 92. 187. CHANGE IN CONTENTS FOR MO.(4).. 5445. (1) COMPUTATIONS BASED ON THE MAY 1965 CAPACITY TABLE. (2) BY 24-HOUR CLOCK, TIME IS 2400(MIDN.) OF DAY INDICATED UNLESS OTHERWISE NOTED. AVERAGE FLOW OR CHANGE IN RESERVOIR CONTENTS ARE FOR PERIOD ENDING AT TIME INDICATED. (3) BASED ON PROJECT RECORDS. DOES NOT INCLUDE EVAPORATION LOSSES. (4) BASED ON TOTAL CONTENTS AT BEGINNING AND END OF MONTH. 1 RESERVOIR INFLOW COMPUTATIONS (1) SMITH RIVER, VA. PHILPOTT LAKE MARCH 1968 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 + ____ ____ _____ _________ ________ _____ ______ ________ _______ ______ 972.50 966.66 143819. 1 972.53 966.66 143819. 0. 0. 117. 117 2 972.56 966.70 143924. 105. 53. 20. 73 3 972.60 966.82 144238. 314. 158. 20. 178 4 972.63 966.84 144291. 53. 27. 119. 146 5 972.66 966.85 144317. 26. 13. 117. 130 6 972.69 966.86 144343. 26. 13. 119. 132 7 972.72 966.87 144369. 26. 13. 117. 130 8 972.76 966.87 144369. 0. 0. 117. 117 9 972.79 966.94 144553. 184. 93. 20. 113 10 972.82 967.07 144895. 342. 172. 20. 192 11 972.85 967.18 145185. 290. 146. 117. 263 12 972.88 967.80 146822. 1637. 825. 117. 942 13 972.92 968.18 147829. 1007. 508. 117. 625 14 972.95 968.32 148201. 372. 188. 117. 305 15 972.98 968.43 148494. 293. 148. 117. 265 16 973.01 968.71 149239. 745. 376. 20. 396 17 973.04 969.00 150010. 771. 389. 20. 409 18 973.08 969.15 150414. 404. 204. 117. 321 19 973.11 969.25 150683. 269. 136. 117. 253 20 973.14 969.33 150898. 215. 108. 117. 225 21 973.17 969.40 151086. 188. 95. 117. 212 22 973.21 969.45 151221. 135. 68. 117. 185 23 973.24 969.65 151759. 538. 271. 20. 291 24 973.27 969.85 152297. 538. 271. 20. 291 25 973.30 969.93 152512. 215. 108. 115. 223 26 973.34 970.00 152700. 188. 95. 115. 210 27 973.37 970.04 152808. 108. 54. 115. 169 28 973.40 970.10 152970. 162. 82. 115. 197 29 973.43 970.12 153024. 54. 27. 115. 142 30 973.47 970.23 153321. 297. 150. 20. 170 31 973.50 970.35 153645. 324. 163. 20. 183 + ____________________________________________________________________________ TOTAL FOR MONTH................ 9826. 4954. 0. 2651. 7605. NET CHANGE IN DAY-SECOND-FEET.. 4954. 4954. 4954. AVERAGE FLOW IN C.F.S.......... 160. 86. 245. CHANGE IN CONTENTS FOR MO.(4).. 9826. (1) COMPUTATIONS BASED ON THE MAY 1965 CAPACITY TABLE. (2) BY 24-HOUR CLOCK, TIME IS 2400(MIDN.) OF DAY INDICATED UNLESS OTHERWISE NOTED. AVERAGE FLOW OR CHANGE IN RESERVOIR CONTENTS ARE FOR PERIOD ENDING AT TIME INDICATED. (3) BASED ON PROJECT RECORDS. DOES NOT INCLUDE EVAPORATION LOSSES. (4) BASED ON TOTAL CONTENTS AT BEGINNING AND END OF MONTH. 1 RESERVOIR INFLOW COMPUTATIONS (1) SMITH RIVER, VA. PHILPOTT LAKE APRIL 1968 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 + ____ ____ _____ _________ ________ _____ ______ ________ _______ ______ 973.50 970.35 153645. 1 973.50 970.46 153942. 297. 150. 115. 265 2 973.50 970.52 154104. 162. 82. 115. 197 3 973.50 970.65 154455. 351. 177. 115. 292 4 973.50 970.78 154806. 351. 177. 114. 291 5 973.50 970.85 154995. 189. 95. 115. 210 6 973.50 970.95 155265. 270. 136. 33. 169 7 973.50 971.10 155680. 415. 209. 20. 229 8 973.50 971.17 155876. 196. 99. 122. 221 9 973.50 971.22 156016. 140. 71. 122. 193 10 973.50 971.29 156212. 196. 99. 122. 221 11 973.50 971.34 156352. 140. 71. 122. 193 12 973.50 971.35 156380. 28. 14. 122. 136 13 973.50 971.42 156576. 196. 99. 20. 119 14 973.50 971.52 156856. 280. 141. 20. 161 15 973.50 971.57 156996. 140. 71. 122. 193 16 973.50 971.59 157052. 56. 28. 122. 150 17 973.50 971.60 157080. 28. 14. 122. 136 18 973.50 971.64 157192. 112. 56. 122. 178 19 973.50 971.66 157248. 56. 28. 122. 150 20 973.50 971.75 157500. 252. 127. 20. 147 21 973.50 971.82 157696. 196. 99. 20. 119 22 973.50 971.84 157752. 56. 28. 122. 150 23 973.50 971.86 157808. 56. 28. 122. 150 24 973.50 971.95 158060. 252. 127. 122. 249 25 973.50 971.97 158116. 56. 28. 122. 150 26 973.50 972.00 158200. 84. 42. 122. 164 27 973.50 972.05 158340. 140. 71. 20. 91 28 973.50 972.14 158592. 252. 133.(5) 20. 153 29 973.50 972.30 159040. 448. 226. 122. 348 30 973.50 972.40 159320. 280. 141. 122. 263 + ____________________________________________________________________________ TOTAL FOR MONTH................ 5675. 2867. 0. 2821. 5688. NET CHANGE IN DAY-SECOND-FEET.. 2867. 2867. 2867. AVERAGE FLOW IN C.F.S.......... 96. 94. 190. CHANGE IN CONTENTS FOR MO.(4).. 5675. (1) COMPUTATIONS BASED ON THE MAY 1965 CAPACITY TABLE. (2) BY 24-HOUR CLOCK, TIME IS 2400(MIDN.) OF DAY INDICATED UNLESS OTHERWISE NOTED. AVERAGE FLOW OR CHANGE IN RESERVOIR CONTENTS ARE FOR PERIOD ENDING AT TIME INDICATED. (3) BASED ON PROJECT RECORDS. DOES NOT INCLUDE EVAPORATION LOSSES. (4) BASED ON TOTAL CONTENTS AT BEGINNING AND END OF MONTH. (5) ADJUSTED FOR 23-HOUR DAY (CONVERTING FROM EST TO EDT). 1 RESERVOIR INFLOW COMPUTATIONS (1) SMITH RIVER, VA. PHILPOTT LAKE MAY 1968 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 + ____ ____ _____ _________ ________ _____ ______ ________ _______ ______ 973.50 972.40 159320. 1 973.50 972.47 159516. 196. 99. 122. 221 2 973.50 972.52 159656. 140. 71. 122. 193 3 973.50 972.54 159712. 56. 28. 122. 150 4 973.50 972.62 159936. 224. 113. 20. 133 5 973.50 972.72 160216. 280. 141. 20. 161 6 973.50 972.76 160328. 112. 56. 122. 178 7 973.50 972.76 160328. 0. 0. 122. 122 8 973.50 972.76 160328. 0. 0. 122. 122 9 973.50 972.76 160328. 0. 0. 122. 122 10 973.50 972.77 160356. 28. 14. 122. 136 11 973.50 972.81 160468. 112. 56. 20. 76 12 973.50 972.95 160860. 392. 198. 20. 218 13 973.50 972.97 160916. 56. 28. 122. 150 14 973.50 973.04 161120. 204. 103. 122. 225 15 973.50 973.08 161240. 120. 61. 122. 183 16 973.50 973.11 161330. 90. 45. 122. 167 17 973.50 973.12 161360. 30. 15. 122. 137 18 973.50 973.15 161450. 90. 45. 33. 78 19 973.50 973.20 161600. 150. 76. 20. 96 20 973.50 973.20 161600. 0. 0. 120. 120 21 973.50 973.20 161600. 0. 0. 120. 120 22 973.50 973.20 161600. 0. 0. 120. 120 23 973.50 973.18 161540. -60. -30. 120. 90 24 973.50 973.15 161450. -90. -45. 120. 75 25 973.50 973.18 161540. 90. 45. 20. 65 26 973.50 973.32 161960. 420. 212. 20. 232 27 973.50 973.60 162800. 840. 424. 120. 544 28 973.50 973.72 163160. 360. 182. 120. 302 29 973.50 973.78 163340. 180. 91. 120. 211 30 973.50 973.88 163640. 300. 151. 20. 171 31 973.50 973.90 163700. 60. 30. 125. 155 + ____________________________________________________________________________ TOTAL FOR MONTH................ 4380. 2284. -75. 2864. 5073. NET CHANGE IN DAY-SECOND-FEET.. 2208. 2209. 2209. AVERAGE FLOW IN C.F.S.......... 71. 92. 164. CHANGE IN CONTENTS FOR MO.(4).. 4380. (1) COMPUTATIONS BASED ON THE MAY 1965 CAPACITY TABLE. (2) BY 24-HOUR CLOCK, TIME IS 2400(MIDN.) OF DAY INDICATED UNLESS OTHERWISE NOTED. AVERAGE FLOW OR CHANGE IN RESERVOIR CONTENTS ARE FOR PERIOD ENDING AT TIME INDICATED. (3) BASED ON PROJECT RECORDS. DOES NOT INCLUDE EVAPORATION LOSSES. (4) BASED ON TOTAL CONTENTS AT BEGINNING AND END OF MONTH. 1 RESERVOIR INFLOW COMPUTATIONS (1) SMITH RIVER, VA. PHILPOTT LAKE JUNE 1968 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 163700. 1 973.50 973.91 163730. 30. 15. 117. 132 2 973.50 974.00 164000. 270. 136. 30. 166 3 973.50 974.05 164140. 140. 71. 180. 251 4 973.50 974.05 164140. 0. 0. 179. 179 5 973.50 974.00 164000. -140. -71. 179. 108 6 973.50 973.96 163880. -120. -61. 179. 118 7 973.50 973.87 163610. -270. -136. 179. 43 8 973.50 974.15 164420. 810. 408. 30. 438 9 973.50 974.58 165624. 1204. 607. 30. 637 10 973.50 974.80 166240. 616. 311. 169. 480 11 973.50 974.90 166520. 280. 141. 166. 307 12 973.50 974.98 166744. 224. 113. 177. 290 13 973.50 974.98 166744. 0. 0. 178. 178 14 973.50 974.98 166744. 0. 0. 179. 179 15 973.50 975.00 166800. 56. 28. 30. 58 16 973.50 975.12 167160. 360. 182. 30. 212 17 973.50 974.96 166688. -472. -238. 430. 192 18 973.50 974.78 166184. -504. -254. 436. 182 19 973.50 974.56 165568. -616. -311. 436. 125 20 973.50 974.35 164980. -588. -296. 436. 140 21 973.50 974.11 164308. -672. -339. 436. 97 22 973.50 974.14 164392. 84. 42. 30. 72 23 973.50 974.18 164504. 112. 56. 30. 86 24 973.50 974.16 164448. -56. -28. 179. 151 25 973.50 974.12 164336. -112. -56. 179. 123 26 973.50 974.05 164140. -196. -99. 179. 80 27 973.50 973.98 163940. -200. -101. 179. 78 28 973.50 973.89 163670. -270. -136. 179. 43 29 973.50 973.90 163700. 30. 15. 30. 45 30 973.50 973.94 163820. 120. 61. 30. 91 + ____________________________________________________________________________ TOTAL FOR MONTH................ 120. 2186. -2126. 5221. 5281. NET CHANGE IN DAY-SECOND-FEET.. 61. 60. 60. AVERAGE FLOW IN C.F.S.......... 2. 174. 176. CHANGE IN CONTENTS FOR MO.(4).. 120. (1) COMPUTATIONS BASED ON THE MAY 1965 CAPACITY TABLE. (2) BY 24-HOUR CLOCK, TIME IS 2400(MIDN.) OF DAY INDICATED UNLESS OTHERWISE NOTED. AVERAGE FLOW OR CHANGE IN RESERVOIR CONTENTS ARE FOR PERIOD ENDING AT TIME INDICATED. (3) BASED ON PROJECT RECORDS. DOES NOT INCLUDE EVAPORATION LOSSES. (4) BASED ON TOTAL CONTENTS AT BEGINNING AND END OF MONTH. 1 RESERVOIR INFLOW COMPUTATIONS (1) SMITH RIVER, VA. PHILPOTT LAKE JULY 1968 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 + ____ ____ _____ _________ ________ _____ ______ ________ _______ ______ 973.50 973.94 163820. 1 973.50 973.87 163610. -210. -106. 179. 73 2 973.50 973.82 163460. -150. -76. 179. 103 3 973.50 973.80 163400. -60. -30. 179. 149 4 973.50 973.84 163520. 120. 61. 30. 91 5 973.50 973.77 163310. -210. -106. 179. 73 6 973.50 973.78 163340. 30. 15. 30. 45 7 973.50 973.80 163400. 60. 30. 30. 60 8 973.50 973.74 163220. -180. -91. 179. 88 9 973.50 973.68 163040. -180. -91. 179. 88 10 973.50 973.60 162800. -240. -121. 179. 58 11 973.50 973.58 162740. -60. -30. 179. 149 12 973.50 973.56 162680. -60. -30. 182. 152 13 973.50 973.66 162980. 300. 151. 30. 181 14 973.50 973.75 163250. 270. 136. 30. 166 15 973.50 973.74 163220. -30. -15. 179. 164 16 973.50 973.59 162770. -450. -227. 282. 55 17 973.50 973.50 162500. -270. -136. 284. 148 18 973.50 973.51 162530. 30. 15. 284. 299 19 973.50 973.48 162440. -90. -45. 286. 241 20 973.50 973.50 162500. 60. 30. 30. 60 21 973.50 973.56 162680. 180. 91. 30. 121 22 973.50 973.56 162680. 0. 0. 182. 182 23 973.50 973.50 162500. -180. -91. 182. 91 24 973.50 973.42 162260. -240. -121. 179. 58 25 973.50 973.35 162050. -210. -106. 182. 76 26 973.50 973.36 162080. 30. 15. 182. 197 27 973.50 973.44 162320. 240. 121. 30. 151 28 973.50 973.50 162500. 180. 91. 30. 121 29 973.50 973.45 162350. -150. -76. 179. 103 30 973.50 973.37 162110. -240. -121. 181. 60 31 973.50 973.33 161990. -120. -61. 179. 118 + ____________________________________________________________________________ TOTAL FOR MONTH................ -1830. 756. -1680. 4645. 3721. NET CHANGE IN DAY-SECOND-FEET.. -923. -924. 924. AVERAGE FLOW IN C.F.S.......... -30. 150. 120. CHANGE IN CONTENTS FOR MO.(4).. -1830. (1) COMPUTATIONS BASED ON THE MAY 1965 CAPACITY TABLE. (2) BY 24-HOUR CLOCK, TIME IS 2400(MIDN.) OF DAY INDICATED UNLESS OTHERWISE NOTED. AVERAGE FLOW OR CHANGE IN RESERVOIR CONTENTS ARE FOR PERIOD ENDING AT TIME INDICATED. (3) BASED ON PROJECT RECORDS. DOES NOT INCLUDE EVAPORATION LOSSES. (4) BASED ON TOTAL CONTENTS AT BEGINNING AND END OF MONTH. 1 RESERVOIR INFLOW COMPUTATIONS (1) SMITH RIVER, VA. PHILPOTT LAKE AUGUST 1968 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 + ____ ____ _____ _________ ________ _____ ______ ________ _______ ______ 973.50 973.33 161990. 1 973.47 973.28 161840. -150. -76. 182. 106 2 973.44 973.23 161690. -150. -76. 177. 101 3 973.40 973.42 162260. 570. 287. 20. 307 4 973.37 973.65 162950. 690. 348. 20. 368 5 973.34 973.64 162920. -30. -15. 224. 209 6 973.31 973.55 162650. -270. -136. 227. 91 7 973.28 973.45 162350. -300. -151. 227. 76 8 973.24 973.34 162020. -330. -166. 227. 61 9 973.21 973.29 161870. -150. -76. 227. 151 10 973.18 973.35 162050. 180. 91. 20. 111 11 973.15 973.50 162500. 450. 227. 20. 247 12 973.12 973.43 162290. -210. -106. 227. 121 13 973.08 973.33 161990. -300. -151. 227. 76 14 973.05 973.32 161960. -30. -15. 227. 212 15 973.02 973.34 162020. 60. 30. 227. 257 16 972.99 973.25 161750. -270. -136. 230. 94 17 972.95 973.30 161900. 150. 76. 20. 96 18 972.92 973.38 162140. 240. 121. 20. 141 19 972.89 973.28 161840. -300. -151. 227. 76 20 972.86 973.17 161510. -330. -166. 227. 61 21 972.82 973.06 161180. -330. -166. 227. 61 22 972.79 972.94 160832. -348. -175. 227. 52 23 972.76 972.80 160440. -392. -198. 227. 29 24 972.73 972.83 160524. 84. 42. 20. 62 25 972.69 972.84 160552. 28. 14. 18. 32 26 972.66 972.73 160244. -308. -155. 175. 20 27 972.63 972.62 159936. -308. -155. 175. 20 28 972.60 972.52 159656. -280. -141. 175. 34 29 972.56 972.41 159348. -308. -155. 179. 24 30 972.53 972.29 159012. -336. -169. 182. 13 31 972.50 972.29 159012. 0. 0. 30. 30 + ____________________________________________________________________________ TOTAL FOR MONTH................ -2978. 1236. -2735. 4838. 3339. NET CHANGE IN DAY-SECOND-FEET.. -1501. -1499. 1499. AVERAGE FLOW IN C.F.S.......... -48. 156. 108. CHANGE IN CONTENTS FOR MO.(4).. -2978. (1) COMPUTATIONS BASED ON THE MAY 1965 CAPACITY TABLE. (2) BY 24-HOUR CLOCK, TIME IS 2400(MIDN.) OF DAY INDICATED UNLESS OTHERWISE NOTED. AVERAGE FLOW OR CHANGE IN RESERVOIR CONTENTS ARE FOR PERIOD ENDING AT TIME INDICATED. (3) BASED ON PROJECT RECORDS. DOES NOT INCLUDE EVAPORATION LOSSES. (4) BASED ON TOTAL CONTENTS AT BEGINNING AND END OF MONTH. 1 RESERVOIR INFLOW COMPUTATIONS (1) SMITH RIVER, VA. PHILPOTT LAKE SEPTEMBER 1968 ELEVATION,NGVD29 TOTAL CHANGE IN CONTENTS FLOW, CFS + ________________ __________________ _________ (2) RULE RESERVOIR CONTENTS ACRE - DAY-SEC-FEET (3) DATE HOUR CURVE LEVEL AF FEET STORED DRAWDOWN OUTFLOW INFLOW + ____ ____ _____ _________ ________ _____ ______ ________ _______ ______ 972.50 972.29 159012. 1 972.47 972.30 159040. 28. 14. 30. 44 2 972.43 972.32 159096. 56. 28. 30. 58 3 972.40 971.90 157920. -1176. -593. 652. 59 4 972.37 971.46 156688. -1232. -621. 651. 30 5 972.33 971.06 155568. -1120. -565. 651. 86 6 972.30 970.63 154401. -1167. -588. 651. 63 7 972.27 970.63 154401. 0. 0. 30. 30 8 972.23 970.65 154455. 54. 27. 30. 57 9 972.20 970.23 153321. -1134. -572. 661. 89 10 972.17 969.84 152270. -1051. -530. 661. 131 11 972.13 969.40 151086. -1184. -597. 661. 64 12 972.10 968.94 149850. -1236. -623. 661. 38 13 972.07 968.45 148547. -1303. -657. 661. 4 14 972.03 968.46 148574. 27. 14. 30. 44 15 972.00 968.47 148600. 26. 13. 30. 43 16 971.97 968.04 147456. -1144. -577. 622. 45 17 971.93 967.60 146294. -1162. -586. 621. 35 18 971.90 967.15 145106. -1188. -599. 621. 22 19 971.87 966.73 144003. -1103. -556. 621. 65 20 971.83 966.26 142771. -1232. -621. 631. 10 21 971.80 966.27 142797. 26. 13. 30. 43 22 971.77 966.28 142824. 27. 14. 30. 44 23 971.73 965.83 141650. -1174. -592. 632. 40 24 971.70 965.36 140432. -1218. -614. 631. 17 25 971.67 964.90 139244. -1188. -599. 641. 42 26 971.63 964.66 138630. -614. -310. 538. 228 27 971.60 964.34 137810. -820. -413. 528. 115 28 971.57 964.28 137657. -153. -77. 129. 52 29 971.53 964.21 137478. -179. -90. 127. 37 30 971.50 963.74 136285. -1193. -601. 631. 30 + ____________________________________________________________________________ TOTAL FOR MONTH................ -22727. 123. -11581. 13123. 1665. NET CHANGE IN DAY-SECOND-FEET.. -11458. -11458. 11458. AVERAGE FLOW IN C.F.S.......... -382. 437. 56. CHANGE IN CONTENTS FOR MO.(4).. -22727. (1) COMPUTATIONS BASED ON THE MAY 1965 CAPACITY TABLE. (2) BY 24-HOUR CLOCK, TIME IS 2400(MIDN.) OF DAY INDICATED UNLESS OTHERWISE NOTED. AVERAGE FLOW OR CHANGE IN RESERVOIR CONTENTS ARE FOR PERIOD ENDING AT TIME INDICATED. (3) BASED ON PROJECT RECORDS. DOES NOT INCLUDE EVAPORATION LOSSES. (4) BASED ON TOTAL CONTENTS AT BEGINNING AND END OF MONTH. 1 RESERVOIR INFLOW COMPUTATIONS (1) SMITH RIVER, VA. PHILPOTT LAKE OCTOBER 1968 ELEVATION,NGVD29 TOTAL CHANGE IN CONTENTS FLOW, CFS + ________________ __________________ _________ (2) RULE RESERVOIR CONTENTS ACRE - DAY-SEC-FEET (3) DATE HOUR CURVE LEVEL AF FEET STORED DRAWDOWN OUTFLOW INFLOW + ____ ____ _____ _________ ________ _____ ______ ________ _______ ______ 971.50 963.74 136285. 1 971.50 963.26 135075. -1210. -610. 641. 31 2 971.50 962.78 133874. -1201. -606. 641. 35 3 971.50 962.31 132709. -1165. -587. 641. 54 4 971.50 961.81 131476. -1233. -622. 641. 19 5 971.50 961.73 131281. -195. -98. 129. 31 6 971.50 961.69 131184. -97. -49. 129. 80 7 971.50 961.30 130232. -952. -480. 601. 121 8 971.50 960.85 129140. -1092. -551. 601. 50 9 971.50 960.42 128108. -1032. -520. 611. 91 10 971.50 959.97 127028. -1080. -545. 601. 56 11 971.50 959.50 125905. -1123. -566. 601. 35 12 971.50 959.45 125786. -119. -60. 131. 71 13 971.50 959.41 125690. -96. -48. 135. 87 14 971.50 959.19 125164. -526. -265. 332. 67 15 971.50 958.97 124639. -525. -265. 331. 66 16 971.50 958.77 124165. -474. -239. 331. 92 17 971.50 958.60 123762. -403. -203. 336. 133 18 971.50 959.35 125547. 1785. 900. 336. 1236 19 971.50 961.40 130476. 4929. 2485. 23. 2508 20 971.50 961.85 131574. 1098. 554. 20. 574 21 971.50 961.91 131720. 146. 74. 198. 272 22 971.50 961.92 131745. 25. 13. 195. 208 23 971.50 961.92 131745. 0. 0. 195. 195 24 971.50 961.88 131647. -98. -49. 195. 146 25 971.50 961.80 131452. -195. -98. 195. 97 26 971.50 961.85 131574. 122. 62. 20. 82 27 971.50 961.98 131891. 317. 153.(5) 20. 173 28 971.50 961.60 130964. -927. -467. 638. 171 29 971.50 961.21 130012. -952. -480. 657. 177 30 971.50 960.81 129044. -968. -488. 657. 169 31 971.50 960.40 128060. -984. -496. 657. 161 + ____________________________________________________________________________ TOTAL FOR MONTH................ -8225. 4241. -8392. 11439. 7288. NET CHANGE IN DAY-SECOND-FEET.. -4151. -4151. 4151. AVERAGE FLOW IN C.F.S.......... -134. 369. 235. CHANGE IN CONTENTS FOR MO.(4).. -8225. (1) COMPUTATIONS BASED ON THE MAY 1965 CAPACITY TABLE. (2) BY 24-HOUR CLOCK, TIME IS 2400(MIDN.) OF DAY INDICATED UNLESS OTHERWISE NOTED. AVERAGE FLOW OR CHANGE IN RESERVOIR CONTENTS ARE FOR PERIOD ENDING AT TIME INDICATED. (3) BASED ON PROJECT RECORDS. DOES NOT INCLUDE EVAPORATION LOSSES. (4) BASED ON TOTAL CONTENTS AT BEGINNING AND END OF MONTH. (5) ADJUSTED FOR 25-HOUR DAY (CONVERTING FROM EDT TO EST). 1 RESERVOIR INFLOW COMPUTATIONS (1) SMITH RIVER, VA. PHILPOTT LAKE NOVEMBER 1968 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 + ____ ____ _____ _________ ________ _____ ______ ________ _______ ______ 971.50 960.40 128060. 1 971.50 960.00 127100. -960. -484. 657. 173 2 971.50 960.06 127244. 144. 73. 20. 93 3 971.50 960.23 127652. 408. 206. 20. 226 4 971.50 959.88 126813. -839. -423. 596. 173 5 971.50 959.53 125977. -836. -421. 597. 176 6 971.50 959.18 125140. -837. -422. 607. 185 7 971.50 958.80 124236. -904. -456. 607. 151 8 971.50 958.44 123383. -853. -430. 607. 177 9 971.50 958.59 123738. 355. 179. 20. 199 10 971.50 958.74 124094. 356. 179. 20. 199 11 971.50 958.50 123525. -569. -287. 608. 321 12 971.50 958.45 123407. -118. -59. 411. 352 13 971.50 958.10 122577. -830. -418. 617. 199 14 971.50 957.76 121778. -799. -403. 607. 204 15 971.50 957.38 120889. -889. -448. 607. 159 16 971.50 957.59 121381. 492. 248. 20. 268 17 971.50 957.75 121755. 374. 189. 20. 209 18 971.50 957.56 121310. -445. -224. 608. 384 19 971.50 957.25 120585. -725. -366. 607. 241 20 971.50 956.90 119769. -816. -411. 607. 196 21 971.50 956.50 118845. -924. -466. 617. 151 22 971.50 956.10 117921. -924. -466. 627. 161 23 971.50 956.25 118268. 347. 175. 20. 195 24 971.50 956.35 118499. 231. 116. 20. 136 25 971.50 956.26 118291. -208. -105. 268. 163 26 971.50 956.14 118013. -278. -140. 268. 128 27 971.50 956.00 117690. -323. -163. 268. 105 28 971.50 956.12 117967. 277. 140. 20. 160 29 971.50 956.00 117690. -277. -140. 266. 126 30 971.50 956.11 117944. 254. 128. 20. 148 + ____________________________________________________________________________ TOTAL FOR MONTH................ -10116. 1633. -6732. 10857. 5758. NET CHANGE IN DAY-SECOND-FEET.. -5100. -5099. 5099. AVERAGE FLOW IN C.F.S.......... -170. 362. 192. CHANGE IN CONTENTS FOR MO.(4).. -10116. (1) COMPUTATIONS BASED ON THE MAY 1965 CAPACITY TABLE. (2) BY 24-HOUR CLOCK, TIME IS 2400(MIDN.) OF DAY INDICATED UNLESS OTHERWISE NOTED. AVERAGE FLOW OR CHANGE IN RESERVOIR CONTENTS ARE FOR PERIOD ENDING AT TIME INDICATED. (3) BASED ON PROJECT RECORDS. DOES NOT INCLUDE EVAPORATION LOSSES. (4) BASED ON TOTAL CONTENTS AT BEGINNING AND END OF MONTH. 1 RESERVOIR INFLOW COMPUTATIONS (1) SMITH RIVER, VA. PHILPOTT LAKE DECEMBER 1968 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 + ____ ____ _____ _________ ________ _____ ______ ________ _______ ______ 971.50 956.11 117944. 1 971.50 956.25 118268. 324. 163. 20. 183 2 971.50 956.18 118106. -162. -82. 217. 135 3 971.50 956.16 118060. -46. -23. 221. 198 4 971.50 956.10 117921. -139. -70. 217. 147 5 971.50 956.02 117736. -185. -93. 217. 124 6 971.50 955.94 117553. -183. -92. 221. 129 7 971.50 955.99 117667. 114. 57. 20. 77 8 971.50 956.08 117875. 208. 105. 20. 125 9 971.50 955.98 117644. -231. -116. 221. 105 10 971.50 955.87 117392. -252. -127. 221. 94 11 971.50 955.76 117140. -252. -127. 221. 94 12 971.50 955.65 116889. -251. -127. 219. 92 13 971.50 955.55 116660. -229. -115. 222. 107 14 971.50 955.60 116774. 114. 57. 30. 87 15 971.50 955.67 116934. 160. 81. 30. 111 16 971.50 955.56 116682. -252. -127. 222. 95 17 971.50 955.46 116453. -229. -115. 222. 107 18 971.50 955.34 116179. -274. -138. 222. 84 19 971.50 955.24 115950. -229. -115. 225. 110 20 971.50 955.08 115583. -367. -185. 217. 32 21 971.50 955.16 115766. 183. 92. 20. 112 22 971.50 955.30 116087. 321. 162. 20. 182 23 971.50 954.92 115221. -866. -437. 628. 191 24 971.50 954.40 114056. -1165. -587. 627. 40 25 971.50 954.53 114347. 291. 147. 20. 167 26 971.50 954.06 113294. -1053. -531. 638. 107 27 971.50 953.63 112342. -952. -480. 627. 147 28 971.50 953.74 112585. 243. 123. 20. 143 29 971.50 953.92 112983. 398. 201. 20. 221 30 971.50 953.48 112011. -972. -490. 628. 138 31 971.50 953.00 110950. -1061. -535. 628. 93 + ____________________________________________________________________________ TOTAL FOR MONTH................ -6994. 1188. -4712. 7301. 3777. NET CHANGE IN DAY-SECOND-FEET.. -3526. -3524. 3524. AVERAGE FLOW IN C.F.S.......... -114. 236. 122. CHANGE IN CONTENTS FOR MO.(4).. -6994. (1) COMPUTATIONS BASED ON THE MAY 1965 CAPACITY TABLE. (2) BY 24-HOUR CLOCK, TIME IS 2400(MIDN.) OF DAY INDICATED UNLESS OTHERWISE NOTED. AVERAGE FLOW OR CHANGE IN RESERVOIR CONTENTS ARE FOR PERIOD ENDING AT TIME INDICATED. (3) BASED ON PROJECT RECORDS. DOES NOT INCLUDE EVAPORATION LOSSES. (4) BASED ON TOTAL CONTENTS AT BEGINNING AND END OF MONTH. 1 RESERVOIR INFLOW COMPUTATIONS (1) SMITH RIVER, VA. PHILPOTT LAKE JANUARY 1969 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 + ____ ____ _____ _________ ________ _____ ______ ________ _______ ______ 971.50 953.00 110950. 1 971.50 953.12 111215. 265. 134. 20. 154 2 971.50 952.66 110209. -1006. -507. 628. 121 3 971.50 952.18 109162. -1047. -528. 637. 109 4 971.50 952.24 109293. 131. 66. 20. 86 5 971.50 952.30 109424. 131. 66. 20. 86 6 971.50 952.20 109206. -218. -110. 227. 117 7 971.50 952.10 108988. -218. -110. 227. 117 8 971.50 952.00 108770. -218. -110. 227. 117 9 971.50 951.91 108577. -193. -97. 227. 130 10 971.50 951.77 108276. -301. -152. 227. 75 11 971.50 951.82 108383. 107. 54. 20. 74 12 971.50 951.92 108598. 215. 108. 20. 128 13 971.50 951.44 107566. -1032. -520. 613. 93 14 971.50 950.96 106535. -1031. -520. 597. 77 15 971.50 950.49 105539. -996. -502. 587. 85 16 971.50 950.00 104500. -1039. -524. 597. 73 17 971.50 949.50 103455. -1045. -527. 597. 70 18 971.50 949.65 103769. 314. 158. 20. 178 19 971.50 949.78 104040. 271. 137. 20. 157 20 971.50 950.02 104542. 502. 253. 210. 463 21 971.50 950.24 105009. 467. 235. 210. 445 22 971.50 950.33 105200. 191. 96. 210. 306 23 971.50 950.36 105263. 63. 32. 210. 242 24 971.50 950.36 105263. 0. 0. 210. 210 25 971.50 950.51 105581. 318. 160. 20. 180 26 971.50 950.64 105857. 276. 139. 20. 159 27 971.50 950.68 105942. 85. 43. 112. 155 28 971.50 950.72 106026. 84. 42. 112. 154 29 971.50 950.74 106069. 43. 22. 114. 136 30 971.50 950.80 106196. 127. 64. 114. 178 31 971.50 950.82 106238. 42. 21. 114. 135 + ____________________________________________________________________________ TOTAL FOR MONTH................ -4712. 1830. -4207. 7187. 4810. NET CHANGE IN DAY-SECOND-FEET.. -2376. -2377. 2377. AVERAGE FLOW IN C.F.S.......... -77. 232. 155. CHANGE IN CONTENTS FOR MO.(4).. -4712. (1) COMPUTATIONS BASED ON THE MAY 1965 CAPACITY TABLE. (2) BY 24-HOUR CLOCK, TIME IS 2400(MIDN.) OF DAY INDICATED UNLESS OTHERWISE NOTED. AVERAGE FLOW OR CHANGE IN RESERVOIR CONTENTS ARE FOR PERIOD ENDING AT TIME INDICATED. (3) BASED ON PROJECT RECORDS. DOES NOT INCLUDE EVAPORATION LOSSES. (4) BASED ON TOTAL CONTENTS AT BEGINNING AND END OF MONTH. 1 RESERVOIR INFLOW COMPUTATIONS (1) SMITH RIVER, VA. PHILPOTT LAKE FEBRUARY 1969 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 + ____ ____ _____ _________ ________ _____ ______ ________ _______ ______ 971.50 950.82 106238. 1 971.54 951.15 106943. 705. 355. 20. 375 2 971.57 951.88 108512. 1569. 791. 20. 811 3 971.61 952.24 109293. 781. 394. 65. 459 4 971.64 952.34 109511. 218. 110. 207. 317 5 971.68 952.54 109947. 436. 220. 65. 285 6 971.72 952.72 110340. 393. 198. 64. 262 7 971.75 952.85 110623. 283. 143. 65. 208 8 971.79 953.10 111171. 548. 276. 20. 296 9 971.82 953.42 111878. 707. 356. 20. 376 10 971.86 953.70 112497. 619. 312. 64. 376 11 971.90 953.86 112851. 354. 178. 64. 242 12 971.93 953.98 113116. 265. 134. 64. 198 13 971.97 954.10 113384. 268. 135. 64. 199 14 972.00 954.15 113496. 112. 56. 64. 120 15 972.04 954.30 113832. 336. 169. 20. 189 16 972.08 954.45 114168. 336. 169. 20. 189 17 972.11 954.54 114370. 202. 102. 64. 166 18 972.15 954.62 114549. 179. 90. 64. 154 19 972.18 954.69 114706. 157. 79. 64. 143 20 972.22 954.75 114840. 134. 68. 64. 132 21 972.25 954.80 114952. 112. 56. 64. 120 22 972.29 954.92 115221. 269. 136. 20. 156 23 972.32 955.10 115629. 408. 206. 20. 226 24 972.36 955.18 115812. 183. 92. 64. 156 25 972.39 955.25 115973. 161. 81. 64. 145 26 972.43 955.32 116133. 160. 81. 64. 145 27 972.46 955.37 116247. 114. 57. 64. 121 28 972.50 955.45 116431. 184. 93. 63. 156 + ____________________________________________________________________________ TOTAL FOR MONTH................ 10193. 5137. 0. 1585. 6722. NET CHANGE IN DAY-SECOND-FEET.. 5139. 5137. 5137. AVERAGE FLOW IN C.F.S.......... 183. 57. 240. CHANGE IN CONTENTS FOR MO.(4).. 10193. (1) COMPUTATIONS BASED ON THE MAY 1965 CAPACITY TABLE. (2) BY 24-HOUR CLOCK, TIME IS 2400(MIDN.) OF DAY INDICATED UNLESS OTHERWISE NOTED. AVERAGE FLOW OR CHANGE IN RESERVOIR CONTENTS ARE FOR PERIOD ENDING AT TIME INDICATED. (3) BASED ON PROJECT RECORDS. DOES NOT INCLUDE EVAPORATION LOSSES. (4) BASED ON TOTAL CONTENTS AT BEGINNING AND END OF MONTH. 1 RESERVOIR INFLOW COMPUTATIONS (1) SMITH RIVER, VA. PHILPOTT LAKE MARCH 1969 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 + ____ ____ _____ _________ ________ _____ ______ ________ _______ ______ 972.50 955.45 116431. 1 972.53 955.60 116774. 343. 173. 20. 193 2 972.56 955.75 117118. 344. 173. 20. 193 3 972.60 955.88 117415. 297. 150. 68. 218 4 972.63 955.98 117644. 229. 115. 67. 182 5 972.66 956.12 117967. 323. 163. 67. 230 6 972.69 956.25 118268. 301. 152. 68. 220 7 972.72 956.40 118614. 346. 174. 68. 242 8 972.76 956.64 119168. 554. 279. 20. 299 9 972.79 956.86 119677. 509. 257. 20. 277 10 972.82 957.00 120000. 323. 163. 67. 230 11 972.85 957.12 120281. 281. 142. 67. 209 12 972.88 957.22 120515. 234. 118. 67. 185 13 972.92 957.32 120749. 234. 118. 67. 185 14 972.95 957.37 120866. 117. 59. 67. 126 15 972.98 957.48 121123. 257. 130. 20. 150 16 973.01 957.60 121404. 281. 142. 20. 162 17 973.04 957.68 121591. 187. 94. 67. 161 18 973.08 957.77 121802. 211. 106. 67. 173 19 973.11 957.90 122106. 304. 153. 67. 220 20 973.14 958.02 122387. 281. 142. 66. 208 21 973.17 958.08 122530. 143. 72. 66. 138 22 973.21 958.22 122861. 331. 167. 20. 187 23 973.24 958.40 123288. 427. 215. 20. 235 24 973.27 959.30 125427. 2139. 1078. 66. 1144 25 973.30 960.72 128828. 3401. 1715. 66. 1781 26 973.34 961.10 129744. 916. 462. 66. 528 27 973.37 961.35 130354. 610. 308. 66. 374 28 973.40 961.55 130842. 488. 246. 65. 311 29 973.43 961.78 131403. 561. 283. 20. 303 30 973.47 961.95 131818. 415. 209. 20. 229 31 973.50 962.10 132188. 370. 187. 65. 252 + ____________________________________________________________________________ TOTAL FOR MONTH................ 15757. 7945. 0. 1600. 9545. NET CHANGE IN DAY-SECOND-FEET.. 7944. 7945. 7945. AVERAGE FLOW IN C.F.S.......... 256. 52. 308. CHANGE IN CONTENTS FOR MO.(4).. 15757. (1) COMPUTATIONS BASED ON THE MAY 1965 CAPACITY TABLE. (2) BY 24-HOUR CLOCK, TIME IS 2400(MIDN.) OF DAY INDICATED UNLESS OTHERWISE NOTED. AVERAGE FLOW OR CHANGE IN RESERVOIR CONTENTS ARE FOR PERIOD ENDING AT TIME INDICATED. (3) BASED ON PROJECT RECORDS. DOES NOT INCLUDE EVAPORATION LOSSES. (4) BASED ON TOTAL CONTENTS AT BEGINNING AND END OF MONTH. 1 RESERVOIR INFLOW COMPUTATIONS (1) SMITH RIVER, VA. PHILPOTT LAKE APRIL 1969 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 + ____ ____ _____ _________ ________ _____ ______ ________ _______ ______ 973.50 962.10 132188. 1 973.50 962.22 132486. 298. 150. 65. 215 2 973.50 962.38 132882. 396. 200. 20. 220 3 973.50 962.48 133130. 248. 125. 64. 189 4 973.50 962.58 133378. 248. 125. 66. 191 5 973.50 962.73 133750. 372. 188. 30. 218 6 973.50 962.88 134122. 372. 188. 30. 218 7 973.50 962.96 134321. 199. 100. 73. 173 8 973.50 963.05 134546. 225. 113. 70. 183 9 973.50 963.12 134722. 176. 89. 70. 159 10 973.50 963.18 134874. 152. 77. 70. 147 11 973.50 963.23 135000. 126. 64. 70. 134 12 973.50 963.33 135252. 252. 127. 20. 147 13 973.50 963.46 135579. 327. 165. 20. 185 14 973.50 963.56 135831. 252. 127. 70. 197 15 973.50 963.72 136234. 403. 203. 69. 272 16 973.50 963.94 136789. 555. 280. 68. 348 17 973.50 964.10 137196. 407. 205. 68. 273 18 973.50 964.20 137452. 256. 129. 68. 197 19 973.50 964.36 137862. 410. 207. 20. 227 20 973.50 964.52 138271. 409. 206. 20. 226 21 973.50 964.63 138553. 282. 142. 68. 210 22 973.50 964.70 138732. 179. 90. 69. 159 23 973.50 964.76 138886. 154. 78. 69. 147 24 973.50 964.84 139090. 204. 103. 69. 172 25 973.50 964.88 139193. 103. 52. 69. 121 26 973.50 964.98 139449. 256. 129. 20. 149 27 973.50 965.08 139707. 258. 136.(5) 19. 155 28 973.50 965.17 139940. 233. 117. 68. 185 29 973.50 965.22 140070. 130. 66. 68. 134 30 973.50 965.27 140199. 129. 65. 69. 134 + ____________________________________________________________________________ TOTAL FOR MONTH................ 8011. 4046. 0. 1639. 5685. NET CHANGE IN DAY-SECOND-FEET.. 4046. 4046. 4046. AVERAGE FLOW IN C.F.S.......... 135. 55. 190. CHANGE IN CONTENTS FOR MO.(4).. 8011. (1) COMPUTATIONS BASED ON THE MAY 1965 CAPACITY TABLE. (2) BY 24-HOUR CLOCK, TIME IS 2400(MIDN.) OF DAY INDICATED UNLESS OTHERWISE NOTED. AVERAGE FLOW OR CHANGE IN RESERVOIR CONTENTS ARE FOR PERIOD ENDING AT TIME INDICATED. (3) BASED ON PROJECT RECORDS. DOES NOT INCLUDE EVAPORATION LOSSES. (4) BASED ON TOTAL CONTENTS AT BEGINNING AND END OF MONTH. (5) ADJUSTED FOR 23-HOUR DAY (CONVERTING FROM EST TO EDT). 1 RESERVOIR INFLOW COMPUTATIONS (1) SMITH RIVER, VA. PHILPOTT LAKE MAY 1969 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 + ____ ____ _____ _________ ________ _____ ______ ________ _______ ______ 973.50 965.27 140199. 1 973.50 965.32 140329. 130. 66. 69. 135 2 973.50 965.35 140407. 78. 39. 69. 108 3 973.50 965.42 140588. 181. 91. 20. 111 4 973.50 965.54 140899. 311. 157. 20. 177 5 973.50 965.61 141080. 181. 91. 20. 111 6 973.50 965.66 141209. 129. 65. 68. 133 7 973.50 965.68 141261. 52. 26. 68. 94 8 973.50 965.72 141365. 104. 52. 69. 121 9 973.50 965.80 141572. 207. 104. 69. 173 10 973.50 965.88 141779. 207. 104. 20. 124 11 973.50 965.95 141961. 182. 92. 20. 112 12 973.50 966.00 142090. 129. 65. 68. 133 13 973.50 966.05 142221. 131. 66. 68. 134 14 973.50 966.08 142300. 79. 40. 69. 109 15 973.50 966.13 142431. 131. 66. 68. 134 16 973.50 966.17 142535. 104. 52. 68. 120 17 973.50 966.21 142640. 105. 53. 20. 73 18 973.50 966.35 143007. 367. 185. 20. 205 19 973.50 966.70 143924. 917. 462. 68. 530 20 973.50 966.82 144238. 314. 158. 67. 225 21 973.50 966.90 144448. 210. 106. 67. 173 22 973.50 966.97 144631. 183. 92. 67. 159 23 973.50 967.07 144895. 264. 133. 66. 199 24 973.50 967.16 145132. 237. 119. 20. 139 25 973.50 967.25 145370. 238. 120. 20. 140 26 973.50 967.28 145449. 79. 40. 67. 107 27 973.50 967.32 145555. 106. 53. 66. 119 28 973.50 967.35 145634. 79. 40. 66. 106 29 973.50 967.38 145713. 79. 40. 67. 107 30 973.50 967.43 145845. 132. 67. 20. 87 31 973.50 967.48 145977. 132. 67. 20. 87 + ____________________________________________________________________________ TOTAL FOR MONTH................ 5778. 2911. 0. 1574. 4485. NET CHANGE IN DAY-SECOND-FEET.. 2913. 2911. 2911. AVERAGE FLOW IN C.F.S.......... 94. 51. 145. CHANGE IN CONTENTS FOR MO.(4).. 5778. (1) COMPUTATIONS BASED ON THE MAY 1965 CAPACITY TABLE. (2) BY 24-HOUR CLOCK, TIME IS 2400(MIDN.) OF DAY INDICATED UNLESS OTHERWISE NOTED. AVERAGE FLOW OR CHANGE IN RESERVOIR CONTENTS ARE FOR PERIOD ENDING AT TIME INDICATED. (3) BASED ON PROJECT RECORDS. DOES NOT INCLUDE EVAPORATION LOSSES. (4) BASED ON TOTAL CONTENTS AT BEGINNING AND END OF MONTH. 1 RESERVOIR INFLOW COMPUTATIONS (1) SMITH RIVER, VA. PHILPOTT LAKE JUNE 1969 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 + ____ ____ _____ _________ ________ _____ ______ ________ _______ ______ 973.50 967.48 145977. 1 973.50 967.64 146400. 423. 213. 20. 233 2 973.50 967.74 146664. 264. 133. 67. 200 3 973.50 967.80 146822. 158. 80. 67. 147 4 973.50 967.82 146875. 53. 27. 67. 94 5 973.50 967.84 146928. 53. 27. 67. 94 6 973.50 967.86 146980. 52. 26. 66. 92 7 973.50 967.88 147033. 53. 27. 117. 144 8 973.50 967.94 147192. 159. 80. 20. 100 9 973.50 967.98 147297. 105. 53. 68. 121 10 973.50 968.05 147483. 186. 94. 68. 162 11 973.50 968.08 147563. 80. 40. 68. 108 12 973.50 968.11 147643. 80. 40. 68. 108 13 973.50 968.20 147882. 239. 120. 68. 188 14 973.50 968.40 148414. 532. 268. 20. 288 15 973.50 969.75 152028. 3614. 1822. 20. 1842 16 973.50 970.38 153726. 1698. 856. 66. 922 17 973.50 970.52 154104. 378. 191. 67. 258 18 973.50 970.72 154644. 540. 272. 67. 339 19 973.50 970.87 155049. 405. 204. 67. 271 20 973.50 970.95 155265. 216. 109. 67. 176 21 973.50 971.50 156800. 1535. 774. 20. 794 22 973.50 971.88 157864. 1064. 536. 20. 556 23 973.50 972.02 158256. 392. 198. 70. 268 24 973.50 972.16 158648. 392. 198. 70. 268 25 973.50 972.37 159236. 588. 296. 70. 366 26 973.50 972.44 159432. 196. 99. 70. 169 27 973.50 972.59 159852. 420. 212. 70. 282 28 973.50 972.69 160132. 280. 141. 20. 161 29 973.50 972.77 160356. 224. 113. 20. 133 30 973.50 972.82 160496. 140. 71. 66. 137 + ____________________________________________________________________________ TOTAL FOR MONTH................ 14519. 7320. 0. 1701. 9021. NET CHANGE IN DAY-SECOND-FEET.. 7320. 7320. 7320. AVERAGE FLOW IN C.F.S.......... 244. 57. 301. CHANGE IN CONTENTS FOR MO.(4).. 14519. (1) COMPUTATIONS BASED ON THE MAY 1965 CAPACITY TABLE. (2) BY 24-HOUR CLOCK, TIME IS 2400(MIDN.) OF DAY INDICATED UNLESS OTHERWISE NOTED. AVERAGE FLOW OR CHANGE IN RESERVOIR CONTENTS ARE FOR PERIOD ENDING AT TIME INDICATED. (3) BASED ON PROJECT RECORDS. DOES NOT INCLUDE EVAPORATION LOSSES. (4) BASED ON TOTAL CONTENTS AT BEGINNING AND END OF MONTH. 1 RESERVOIR INFLOW COMPUTATIONS (1) SMITH RIVER, VA. PHILPOTT LAKE JULY 1969 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 + ____ ____ _____ _________ ________ _____ ______ ________ _______ ______ 973.50 972.82 160496. 1 973.50 972.88 160664. 168. 85. 66. 151 2 973.50 973.12 161360. 696. 351. 70. 421 3 973.50 973.19 161570. 210. 106. 70. 176 4 973.50 973.25 161750. 180. 91. 20. 111 5 973.50 973.30 161900. 150. 76. 20. 96 6 973.50 973.48 162440. 540. 272. 20. 292 7 973.50 973.57 162710. 270. 136. 70. 206 8 973.50 973.61 162830. 120. 61. 70. 131 9 973.50 973.65 162950. 120. 61. 70. 131 10 973.50 973.74 163220. 270. 136. 71. 207 11 973.50 973.81 163430. 210. 106. 77. 183 12 973.50 973.90 163700. 270. 136. 30. 166 13 973.50 973.97 163910. 210. 106. 30. 136 14 973.50 973.90 163700. -210. -106. 179. 73 15 973.50 973.84 163520. -180. -91. 179. 88 16 973.50 973.78 163340. -180. -91. 179. 88 17 973.50 973.70 163100. -240. -121. 179. 58 18 973.50 973.63 162890. -210. -106. 179. 73 19 973.50 973.65 162950. 60. 30. 30. 60 20 973.50 973.89 163670. 720. 363. 30. 393 21 973.50 973.98 163940. 270. 136. 179. 315 22 973.50 974.10 164280. 340. 171. 179. 350 23 973.50 974.18 164504. 224. 113. 179. 292 24 973.50 974.18 164504. 0. 0. 179. 179 25 973.50 974.15 164420. -84. -42. 179. 137 26 973.50 974.24 164672. 252. 127. 30. 157 27 973.50 974.30 164840. 168. 85. 30. 115 28 973.50 974.30 164840. 0. 0. 179. 179 29 973.50 974.30 164840. 0. 0. 179. 179 30 973.50 974.28 164784. -56. -28. 179. 151 31 973.50 974.37 165036. 252. 127. 179. 306 + ____________________________________________________________________________ TOTAL FOR MONTH................ 4540. 2875. -585. 3310. 5600. NET CHANGE IN DAY-SECOND-FEET.. 2289. 2290. 2290. AVERAGE FLOW IN C.F.S.......... 74. 107. 181. CHANGE IN CONTENTS FOR MO.(4).. 4540. (1) COMPUTATIONS BASED ON THE MAY 1965 CAPACITY TABLE. (2) BY 24-HOUR CLOCK, TIME IS 2400(MIDN.) OF DAY INDICATED UNLESS OTHERWISE NOTED. AVERAGE FLOW OR CHANGE IN RESERVOIR CONTENTS ARE FOR PERIOD ENDING AT TIME INDICATED. (3) BASED ON PROJECT RECORDS. DOES NOT INCLUDE EVAPORATION LOSSES. (4) BASED ON TOTAL CONTENTS AT BEGINNING AND END OF MONTH. 1 RESERVOIR INFLOW COMPUTATIONS (1) SMITH RIVER, VA. PHILPOTT LAKE AUGUST 1969 ELEVATION,NGVD29 TOTAL CHANGE IN CONTENTS FLOW, CFS + ________________ __________________ _________ (2) RULE RESERVOIR CONTENTS ACRE - DAY-SEC-FEET (3) DATE HOUR CURVE LEVEL AF FEET STORED DRAWDOWN OUTFLOW INFLOW + ____ ____ _____ _________ ________ _____ ______ ________ _______ ______ 973.50 974.37 165036. 1 973.47 974.40 165120. 84. 42. 179. 221 2 973.44 974.73 166044. 924. 466. 30. 496 3 973.40 975.20 167400. 1356. 684. 30. 714 4 973.37 975.20 167400. 0. 0. 538. 538 5 973.34 975.10 167100. -300. -151. 641. 490 6 973.31 974.84 166352. -748. -377. 641. 264 7 973.28 974.54 165512. -840. -424. 641. 217 8 973.24 974.15 164420. -1092. -551. 641. 90 9 973.21 974.24 164672. 252. 127. 30. 157 10 973.18 974.30 164840. 168. 85. 30. 115 11 973.15 974.16 164448. -392. -198. 333. 135 12 973.12 974.00 164000. -448. -226. 333. 107 13 973.08 973.84 163520. -480. -242. 333. 91 14 973.05 973.65 162950. -570. -287. 384. 97 15 973.02 973.45 162350. -600. -303. 390. 87 16 972.99 973.70 163100. 750. 378. 30. 408 17 972.95 974.30 164840. 1740. 877. 30. 907 18 972.92 974.24 164672. -168. -85. 538. 453 19 972.89 974.12 164336. -336. -169. 538. 369 20 972.86 974.55 165540. 1204. 607. 538. 1145 21 972.82 974.34 164952. -588. -296. 641. 345 22 972.79 974.03 164084. -868. -438. 641. 203 23 972.76 974.11 164308. 224. 113. 30. 143 24 972.73 974.22 164616. 308. 155. 30. 185 25 972.69 973.93 163790. -826. -416. 538. 122 26 972.66 973.65 162950. -840. -424. 538. 114 27 972.63 973.35 162050. -900. -454. 547. 93 28 972.60 973.05 161150. -900. -454. 547. 93 29 972.56 972.74 160272. -878. -443. 547. 104 30 972.53 972.77 160356. 84. 42. 30. 72 31 972.50 972.79 160412. 56. 28. 30. 58 + ____________________________________________________________________________ TOTAL FOR MONTH................ -4624. 3604. -5938. 10967. 8633. NET CHANGE IN DAY-SECOND-FEET.. -2331. -2334. 2334. AVERAGE FLOW IN C.F.S.......... -75. 354. 278. CHANGE IN CONTENTS FOR MO.(4).. -4624. (1) COMPUTATIONS BASED ON THE MAY 1965 CAPACITY TABLE. (2) BY 24-HOUR CLOCK, TIME IS 2400(MIDN.) OF DAY INDICATED UNLESS OTHERWISE NOTED. AVERAGE FLOW OR CHANGE IN RESERVOIR CONTENTS ARE FOR PERIOD ENDING AT TIME INDICATED. (3) BASED ON PROJECT RECORDS. DOES NOT INCLUDE EVAPORATION LOSSES. (4) BASED ON TOTAL CONTENTS AT BEGINNING AND END OF MONTH. 1 RESERVOIR INFLOW COMPUTATIONS (1) SMITH RIVER, VA. PHILPOTT LAKE SEPTEMBER 1969 ELEVATION,NGVD29 TOTAL CHANGE IN CONTENTS FLOW, CFS + ________________ __________________ _________ (2) RULE RESERVOIR CONTENTS ACRE - DAY-SEC-FEET (3) DATE HOUR CURVE LEVEL AF FEET STORED DRAWDOWN OUTFLOW INFLOW + ____ ____ _____ _________ ________ _____ ______ ________ _______ ______ 972.50 972.79 160412. 1 972.47 972.86 160608. 196. 99. 30. 129 2 972.43 972.82 160496. -112. -56. 234. 178 3 972.40 972.77 160356. -140. -71. 234. 163 4 972.37 972.69 160132. -224. -113. 234. 121 5 972.33 972.60 159880. -252. -127. 234. 107 6 972.30 972.65 160020. 140. 71. 30. 101 7 972.27 972.74 160272. 252. 127. 30. 157 8 972.23 972.66 160048. -224. -113. 234. 121 9 972.20 972.54 159712. -336. -169. 234. 65 10 972.17 972.43 159404. -308. -155. 234. 79 11 972.13 972.32 159096. -308. -155. 234. 79 12 972.10 972.19 158732. -364. -184. 234. 50 13 972.07 972.23 158844. 112. 56. 30. 86 14 972.03 972.26 158928. 84. 42. 35. 77 15 972.00 972.23 158844. -84. -42. 109. 67 16 971.97 972.13 158564. -280. -141. 221. 80 17 971.93 972.06 158368. -196. -99. 216. 117 18 971.90 971.95 158060. -308. -155. 216. 61 19 971.87 971.93 158004. -56. -28. 216. 188 20 971.83 972.47 159516. 1512. 762. 30. 792 21 971.80 972.67 160076. 560. 282. 30. 312 22 971.77 972.63 159964. -112. -56. 231. 175 23 971.73 972.57 159796. -168. -85. 232. 147 24 971.70 972.55 159740. -56. -28. 232. 204 25 971.67 972.52 159656. -84. -42. 180. 138 26 971.63 972.47 159516. -140. -71. 182. 111 27 971.60 972.54 159712. 196. 99. 30. 129 28 971.57 972.57 159796. 84. 42. 30. 72 29 971.53 972.52 159656. -140. -71. 182. 111 30 971.50 972.44 159432. -224. -113. 205. 92 + ____________________________________________________________________________ TOTAL FOR MONTH................ -980. 1580. -2074. 4803. 4309. NET CHANGE IN DAY-SECOND-FEET.. -494. -494. 494. AVERAGE FLOW IN C.F.S.......... -16. 160. 144. CHANGE IN CONTENTS FOR MO.(4).. -980. (1) COMPUTATIONS BASED ON THE MAY 1965 CAPACITY TABLE. (2) BY 24-HOUR CLOCK, TIME IS 2400(MIDN.) OF DAY INDICATED UNLESS OTHERWISE NOTED. AVERAGE FLOW OR CHANGE IN RESERVOIR CONTENTS ARE FOR PERIOD ENDING AT TIME INDICATED. (3) BASED ON PROJECT RECORDS. DOES NOT INCLUDE EVAPORATION LOSSES. (4) BASED ON TOTAL CONTENTS AT BEGINNING AND END OF MONTH. 1 RESERVOIR INFLOW COMPUTATIONS (1) SMITH RIVER, VA. PHILPOTT LAKE OCTOBER 1969 ELEVATION,NGVD29 TOTAL CHANGE IN CONTENTS FLOW, CFS + ________________ __________________ _________ (2) RULE RESERVOIR CONTENTS ACRE - DAY-SEC-FEET (3) DATE HOUR CURVE LEVEL AF FEET STORED DRAWDOWN OUTFLOW INFLOW + ____ ____ _____ _________ ________ _____ ______ ________ _______ ______ 971.50 972.44 159432. 1 971.50 972.48 159544. 112. 56. 130. 186 2 971.50 972.81 160468. 924. 466. 130. 596 3 971.50 972.87 160636. 168. 85. 130. 215 4 971.50 972.95 160860. 224. 113. 30. 143 5 971.50 973.04 161120. 260. 131. 30. 161 6 971.50 973.05 161150. 30. 15. 130. 145 7 971.50 973.06 161180. 30. 15. 130. 145 8 971.50 973.10 161300. 120. 61. 130. 191 9 971.50 973.12 161360. 60. 30. 130. 160 10 971.50 973.10 161300. -60. -30. 130. 100 11 971.50 973.16 161480. 180. 91. 30. 121 12 971.50 973.24 161720. 240. 121. 30. 151 13 971.50 973.10 161300. -420. -212. 334. 122 14 971.50 972.94 160832. -468. -236. 334. 98 15 971.50 972.78 160384. -448. -226. 336. 110 16 971.50 972.60 159880. -504. -254. 339. 85 17 971.50 972.40 159320. -560. -282. 336. 54 18 971.50 972.46 159488. 168. 85. 30. 115 19 971.50 972.52 159656. 168. 85. 30. 115 20 971.50 972.47 159516. -140. -71. 182. 111 21 971.50 972.40 159320. -196. -99. 182. 83 22 971.50 972.32 159096. -224. -113. 182. 69 23 971.50 972.27 158956. -140. -71. 182. 111 24 971.50 972.18 158704. -252. -127. 182. 55 25 971.50 972.22 158816. 112. 56. 30. 86 26 971.50 972.30 159040. 224. 108.(5) 30. 138 27 971.50 972.24 158872. -168. -85. 182. 97 28 971.50 972.18 158704. -168. -85. 182. 97 29 971.50 972.10 158480. -224. -113. 182. 69 30 971.50 972.04 158312. -168. -85. 182. 97 31 971.50 971.95 158060. -252. -127. 182. 55 + ____________________________________________________________________________ TOTAL FOR MONTH................ -1372. 1518. -2216. 4779. 4081. NET CHANGE IN DAY-SECOND-FEET.. -698. -698. 698. AVERAGE FLOW IN C.F.S.......... -23. 154. 132. CHANGE IN CONTENTS FOR MO.(4).. -1372. (1) COMPUTATIONS BASED ON THE MAY 1965 CAPACITY TABLE. (2) BY 24-HOUR CLOCK, TIME IS 2400(MIDN.) OF DAY INDICATED UNLESS OTHERWISE NOTED. AVERAGE FLOW OR CHANGE IN RESERVOIR CONTENTS ARE FOR PERIOD ENDING AT TIME INDICATED. (3) BASED ON PROJECT RECORDS. DOES NOT INCLUDE EVAPORATION LOSSES. (4) BASED ON TOTAL CONTENTS AT BEGINNING AND END OF MONTH. (5) ADJUSTED FOR 25-HOUR DAY (CONVERTING FROM EDT TO EST). 1 RESERVOIR INFLOW COMPUTATIONS (1) SMITH RIVER, VA. PHILPOTT LAKE NOVEMBER 1969 ELEVATION,NGVD29 TOTAL CHANGE IN CONTENTS FLOW, CFS + ________________ __________________ _________ (2) RULE RESERVOIR CONTENTS ACRE - DAY-SEC-FEET (3) DATE HOUR CURVE LEVEL AF FEET STORED DRAWDOWN OUTFLOW INFLOW + ____ ____ _____ _________ ________ _____ ______ ________ _______ ______ 971.50 971.95 158060. 1 971.50 972.10 158480. 420. 212. 30. 242 2 971.50 972.40 159320. 840. 424. 30. 454 3 971.50 972.42 159376. 56. 28. 182. 210 4 971.50 972.40 159320. -56. -28. 182. 154 5 971.50 972.36 159208. -112. -56. 182. 126 6 971.50 972.30 159040. -168. -85. 182. 97 7 971.50 972.26 158928. -112. -56. 182. 126 8 971.50 972.30 159040. 112. 56. 30. 86 9 971.50 972.38 159264. 224. 113. 30. 143 10 971.50 972.34 159152. -112. -56. 182. 126 11 971.50 972.34 159152. 0. 0. 182. 182 12 971.50 972.34 159152. 0. 0. 182. 182 13 971.50 972.32 159096. -56. -28. 182. 154 14 971.50 972.27 158956. -140. -71. 182. 111 15 971.50 972.35 159180. 224. 113. 30. 143 16 971.50 972.44 159432. 252. 127. 30. 157 17 971.50 972.40 159320. -112. -56. 182. 126 18 971.50 972.38 159264. -56. -28. 182. 154 19 971.50 972.58 159824. 560. 282. 182. 464 20 971.50 972.64 159992. 168. 85. 182. 267 21 971.50 972.65 160020. 28. 14. 182. 196 22 971.50 972.75 160300. 280. 141. 30. 171 23 971.50 972.85 160580. 280. 141. 30. 171 24 971.50 972.82 160496. -84. -42. 234. 192 25 971.50 972.78 160384. -112. -56. 234. 178 26 971.50 972.70 160160. -224. -113. 234. 121 27 971.50 972.80 160440. 280. 141. 30. 171 28 971.50 972.78 160384. -56. -28. 182. 154 29 971.50 972.83 160524. 140. 71. 30. 101 30 971.50 972.90 160720. 196. 99. 30. 129 + ____________________________________________________________________________ TOTAL FOR MONTH................ 2660. 2047. -703. 3944. 5288. NET CHANGE IN DAY-SECOND-FEET.. 1341. 1344. 1344. AVERAGE FLOW IN C.F.S.......... 45. 131. 176. CHANGE IN CONTENTS FOR MO.(4).. 2660. (1) COMPUTATIONS BASED ON THE MAY 1965 CAPACITY TABLE. (2) BY 24-HOUR CLOCK, TIME IS 2400(MIDN.) OF DAY INDICATED UNLESS OTHERWISE NOTED. AVERAGE FLOW OR CHANGE IN RESERVOIR CONTENTS ARE FOR PERIOD ENDING AT TIME INDICATED. (3) BASED ON PROJECT RECORDS. DOES NOT INCLUDE EVAPORATION LOSSES. (4) BASED ON TOTAL CONTENTS AT BEGINNING AND END OF MONTH. 1 RESERVOIR INFLOW COMPUTATIONS (1) SMITH RIVER, VA. PHILPOTT LAKE DECEMBER 1969 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 + ____ ____ _____ _________ ________ _____ ______ ________ _______ ______ 971.50 972.90 160720. 1 971.50 972.74 160272. -448. -226. 387. 161 2 971.50 972.56 159768. -504. -254. 386. 132 3 971.50 972.40 159320. -448. -226. 386. 160 4 971.50 972.20 158760. -560. -282. 386. 104 5 971.50 972.00 158200. -560. -282. 386. 104 6 971.50 972.08 158424. 224. 113. 30. 143 7 971.50 972.35 159180. 756. 381. 30. 411 8 971.50 972.43 159404. 224. 113. 182. 295 9 971.50 972.47 159516. 112. 56. 182. 238 10 971.50 973.15 161450. 1934. 975. 182. 1157 11 971.50 973.62 162860. 1410. 711. 182. 893 12 971.50 973.75 163250. 390. 197. 182. 379 13 971.50 973.95 163850. 600. 303. 30. 333 14 971.50 974.14 164392. 542. 273. 30. 303 15 971.50 973.83 163490. -902. -455. 641. 186 16 971.50 973.54 162620. -870. -439. 641. 202 17 971.50 973.22 161660. -960. -484. 651. 167 18 971.50 972.90 160720. -940. -474. 651. 177 19 971.50 972.55 159740. -980. -494. 651. 157 20 971.50 972.65 160020. 280. 141. 30. 171 21 971.50 972.82 160496. 476. 240. 30. 270 22 971.50 972.71 160188. -308. -155. 445. 290 23 971.50 972.56 159768. -420. -212. 444. 232 24 971.50 972.38 159264. -504. -254. 444. 190 25 971.50 972.58 159824. 560. 282. 30. 312 26 971.50 972.40 159320. -504. -254. 438. 184 27 971.50 972.50 159600. 280. 141. 30. 171 28 971.50 972.64 159992. 392. 198. 30. 228 29 971.50 972.58 159824. -168. -85. 385. 300 30 971.50 972.68 160104. 280. 141. 385. 526 31 971.50 973.36 162080. 1976. 996. 385. 1381 + ____________________________________________________________________________ TOTAL FOR MONTH................ 1360. 5261. -4576. 9272. 9957. NET CHANGE IN DAY-SECOND-FEET.. 686. 685. 685. AVERAGE FLOW IN C.F.S.......... 22. 299. 321. CHANGE IN CONTENTS FOR MO.(4).. 1360. (1) COMPUTATIONS BASED ON THE MAY 1965 CAPACITY TABLE. (2) BY 24-HOUR CLOCK, TIME IS 2400(MIDN.) OF DAY INDICATED UNLESS OTHERWISE NOTED. AVERAGE FLOW OR CHANGE IN RESERVOIR CONTENTS ARE FOR PERIOD ENDING AT TIME INDICATED. (3) BASED ON PROJECT RECORDS. DOES NOT INCLUDE EVAPORATION LOSSES. (4) BASED ON TOTAL CONTENTS AT BEGINNING AND END OF MONTH.