RESERVOIR INFLOW COMPUTATIONS (1) SMITH RIVER, VA. PHILPOTT LAKE JANUARY 1990 ELEVATION,NGVD29 TOTAL CHANGE IN CONTENTS FLOW, CFS ________________ __________________ _________ (2) NORMAL RESERVOIR CONTENTS ACRE - DAY-SEC-FEET (3) DATE HOUR LEVEL LEVEL AF FEET STORED DRAWDOWN OUTFLOW INFLOW ____ ____ _____ _________ ________ _____ ______ ________ _______ ______ 971.50 972.12 160783.0 1 971.50 972.96 163186.0 2403.0 1212. 184. 1396 2 971.50 973.23 163965.0 779.0 393. 184. 577 3 971.50 973.16 163762.0 -203.0 -102. 541. 439 4 971.50 973.08 163531.0 -231.0 -116. 542. 426 5 971.50 972.97 163214.0 -317.0 -160. 543. 383 6 971.50 973.20 163878.0 664.0 335. 33. 368 7 971.50 973.41 164485.0 607.0 306. 33. 339 8 971.50 973.48 164687.0 202.0 102. 648. 750 9 971.50 973.45 164601.0 -86.0 -43. 652. 609 10 971.50 973.31 164196.0 -405.0 -204. 653. 449 11 971.50 973.14 163705.0 -491.0 -248. 655. 407 12 971.50 972.92 163071.0 -634.0 -320. 657. 337 13 971.50 973.10 163589.0 518.0 261. 33. 294 14 971.50 973.29 164138.0 549.0 277. 33. 310 15 971.50 973.05 163444.0 -694.0 -350. 654. 304 16 971.50 972.80 162728.0 -716.0 -361. 656. 295 17 971.50 972.54 161984.0 -744.0 -375. 657. 282 18 971.50 972.30 161298.0 -686.0 -346. 656. 310 19 971.50 972.04 160554.0 -744.0 -375. 656. 281 20 971.50 972.27 161212.0 658.0 332. 33. 365 21 971.50 972.44 161698.0 486.0 245. 33. 278 22 971.50 972.62 162213.0 515.0 260. 31. 291 23 971.50 972.57 162070.0 -143.0 -72. 393. 321 24 971.50 972.54 161984.0 -86.0 -43. 394. 351 25 971.50 972.58 162099.0 115.0 58. 395. 453 26 971.50 972.55 162013.0 -86.0 -43. 340. 297 27 971.50 972.71 162471.0 458.0 231. 33. 264 28 971.50 972.86 162900.0 429.0 216. 33. 249 29 971.50 972.72 162499.0 -401.0 -202. 555. 353 30 971.50 972.59 162127.0 -372.0 -188. 555. 367 31 971.50 972.43 161670.0 -457.0 -230. 498. 268 TOTAL FOR MONTH................ 887.0 4228. -3778. 11963. 12413. NET CHANGE IN DAY-SECOND-FEET.. 447. 450. 450. AVERAGE FLOW IN C.F.S.......... 15. 386. 400. CHANGE IN CONTENTS FOR MO.(4).. 887.0 (1) COMPUTATIONS BASED ON THE APRIL 1989 CAPACITY TABLE. (2) BY 24-HOUR CLOCK, TIME IS 2400(MIDN.) OF DAY INDICATED UNLESS OTHERWISE NOTED. AVERAGE FLOW OR CHANGE IN RESERVOIR CONTENTS ARE FOR PERIOD ENDING AT TIME INDICATED. (3) BASED ON PROJECT RECORDS. DOES NOT INCLUDE EVAPORATION LOSSES. (4) BASED ON TOTAL CONTENTS AT BEGINNING AND END OF MONTH. RESERVOIR INFLOW COMPUTATIONS (1) SMITH RIVER, VA. PHILPOTT LAKE FEBRUARY 1990 ELEVATION,NGVD29 TOTAL CHANGE IN CONTENTS FLOW, CFS ________________ __________________ _________ (2) NORMAL RESERVOIR CONTENTS ACRE - DAY-SEC-FEET (3) DATE HOUR LEVEL LEVEL AF FEET STORED DRAWDOWN OUTFLOW INFLOW ____ ____ _____ _________ ________ _____ ______ ________ _______ ______ 971.50 972.43 161670.0 1 971.53 972.42 161641.0 -29.0 -15. 289. 274 2 971.57 972.41 161613.0 -28.0 -14. 287. 273 3 971.60 972.65 162299.0 686.0 346. 33. 379 4 971.63 973.02 163358.0 1059.0 534. 33. 567 5 971.67 973.02 163358.0 .0 0. 336. 336 6 971.70 973.08 163531.0 173.0 87. 283. 370 7 971.73 973.09 163560.0 29.0 15. 334. 349 8 971.77 973.08 163531.0 -29.0 -15. 336. 321 9 971.80 973.07 163502.0 -29.0 -15. 335. 320 10 971.83 973.88 165843.0 2341.0 1180. 33. 1213 11 971.87 974.33 167154.0 1311.0 661. 33. 694 12 971.90 974.40 167358.0 204.0 103. 433. 536 13 971.93 974.17 166686.0 -672.0 -339. 746. 407 14 971.97 973.92 165959.0 -727.0 -367. 753. 386 15 972.00 973.66 165207.0 -752.0 -379. 755. 376 16 972.04 973.62 165092.0 -115.0 -58. 755. 697 17 972.08 973.97 166103.0 1011.0 510. 33. 543 18 972.12 974.25 166920.0 817.0 412. 33. 445 19 972.15 974.12 166540.0 -380.0 -192. 751. 559 20 972.19 973.91 165930.0 -610.0 -308. 752. 444 21 972.23 973.68 165265.0 -665.0 -335. 755. 420 22 972.27 973.74 165439.0 174.0 88. 755. 843 23 972.31 973.78 165554.0 115.0 58. 753. 811 24 972.35 974.13 166570.0 1016.0 512. 33. 545 25 972.38 974.34 167183.0 613.0 309. 134. 443 26 972.42 974.10 166482.0 -701.0 -353. 754. 401 27 972.46 973.86 165785.0 -697.0 -351. 754. 403 28 972.50 973.55 164889.0 -896.0 -452. 861. 409 TOTAL FOR MONTH................ 3219.0 4815. -3193. 12142. 13764. NET CHANGE IN DAY-SECOND-FEET.. 1623. 1622. 1622. AVERAGE FLOW IN C.F.S.......... 58. 434. 492. CHANGE IN CONTENTS FOR MO.(4).. 3219.0 (1) COMPUTATIONS BASED ON THE APRIL 1989 CAPACITY TABLE. (2) BY 24-HOUR CLOCK, TIME IS 2400(MIDN.) OF DAY INDICATED UNLESS OTHERWISE NOTED. AVERAGE FLOW OR CHANGE IN RESERVOIR CONTENTS ARE FOR PERIOD ENDING AT TIME INDICATED. (3) BASED ON PROJECT RECORDS. DOES NOT INCLUDE EVAPORATION LOSSES. (4) BASED ON TOTAL CONTENTS AT BEGINNING AND END OF MONTH. RESERVOIR INFLOW COMPUTATIONS (1) SMITH RIVER, VA. PHILPOTT LAKE MARCH 1990 ELEVATION,NGVD29 TOTAL CHANGE IN CONTENTS FLOW, CFS ________________ __________________ _________ (2) NORMAL RESERVOIR CONTENTS ACRE - DAY-SEC-FEET (3) DATE HOUR LEVEL LEVEL AF FEET STORED DRAWDOWN OUTFLOW INFLOW ____ ____ _____ _________ ________ _____ ______ ________ _______ ______ 972.50 973.55 164889.0 1 972.53 973.33 164254.0 -635.0 -320. 656. 336 2 972.57 973.16 163762.0 -492.0 -248. 656. 408 3 972.60 973.45 164601.0 839.0 423. 33. 456 4 972.63 973.68 165265.0 664.0 335. 33. 368 5 972.67 973.54 164861.0 -404.0 -204. 548. 344 6 972.70 973.40 164456.0 -405.0 -204. 548. 344 7 972.73 973.24 163994.0 -462.0 -233. 550. 317 8 972.77 973.07 163502.0 -492.0 -248. 553. 305 9 972.80 972.92 163071.0 -431.0 -217. 554. 337 10 972.83 973.12 163647.0 576.0 290. 33. 323 11 972.87 973.30 164167.0 520.0 262. 33. 295 12 972.90 973.31 164196.0 29.0 15. 290. 305 13 972.93 973.31 164196.0 .0 0. 289. 289 14 972.97 973.30 164167.0 -29.0 -15. 287. 272 15 973.00 973.31 164196.0 29.0 15. 289. 304 16 973.03 973.38 164398.0 202.0 102. 289. 391 17 973.06 974.76 168409.0 4011.0 2022. 33. 2055 18 973.09 975.32 170057.0 1648.0 831. 33. 864 19 973.13 975.09 169376.0 -681.0 -343. 952. 609 20 973.16 974.50 167650.0 -1726.0 -870. 1359. 489 21 973.19 974.00 166190.0 -1460.0 -736. 1120. 384 22 973.22 973.76 165496.0 -694.0 -350. 754. 404 23 973.25 973.51 164774.0 -722.0 -364. 754. 390 24 973.28 973.73 165410.0 636.0 321. 33. 354 25 973.31 973.97 166103.0 693.0 349. 33. 382 26 973.34 974.02 166248.0 145.0 73. 288. 361 27 973.38 974.05 166336.0 88.0 44. 287. 331 28 973.41 974.07 166394.0 58.0 29. 288. 317 29 973.44 974.18 166716.0 322.0 162. 287. 449 30 973.47 974.25 166920.0 204.0 103. 288. 391 31 973.50 974.87 168730.0 1810.0 913. 33. 946 TOTAL FOR MONTH................ 3841.0 6289. -4352. 12183. 14120. NET CHANGE IN DAY-SECOND-FEET.. 1937. 1937. 1937. AVERAGE FLOW IN C.F.S.......... 62. 393. 455. CHANGE IN CONTENTS FOR MO.(4).. 3841.0 (1) COMPUTATIONS BASED ON THE APRIL 1989 CAPACITY TABLE. (2) BY 24-HOUR CLOCK, TIME IS 2400(MIDN.) OF DAY INDICATED UNLESS OTHERWISE NOTED. AVERAGE FLOW OR CHANGE IN RESERVOIR CONTENTS ARE FOR PERIOD ENDING AT TIME INDICATED. (3) BASED ON PROJECT RECORDS. DOES NOT INCLUDE EVAPORATION LOSSES. (4) BASED ON TOTAL CONTENTS AT BEGINNING AND END OF MONTH. RESERVOIR INFLOW COMPUTATIONS (1) SMITH RIVER, VA. PHILPOTT LAKE APRIL 1990 ELEVATION,NGVD29 TOTAL CHANGE IN CONTENTS FLOW, CFS ________________ __________________ _________ (2) NORMAL RESERVOIR CONTENTS ACRE - DAY-SEC-FEET (3) DATE HOUR LEVEL LEVEL AF FEET STORED DRAWDOWN OUTFLOW INFLOW ____ ____ _____ _________ ________ _____ ______ ________ _______ ______ 973.50 974.87 168730.0 1 973.50 975.22 169761.0 1031.0 542.(5) 33. 575 2 973.50 975.00 169110.0 -651.0 -328. 874. 546 3 973.50 974.43 167446.0 -1664.0 -839. 1225. 386 4 973.50 974.20 166774.0 -672.0 -339. 749. 410 5 973.50 973.95 166046.0 -728.0 -367. 753. 386 6 973.50 973.76 165496.0 -550.0 -277. 754. 477 7 973.50 974.14 166599.0 1103.0 556. 33. 589 8 973.50 974.42 167416.0 817.0 412. 33. 445 9 973.50 974.35 167212.0 -204.0 -103. 494. 391 10 973.50 974.33 167154.0 -58.0 -29. 494. 465 11 973.50 974.22 166832.0 -322.0 -162. 753. 591 12 973.50 973.99 166161.0 -671.0 -338. 753. 415 13 973.50 973.73 165410.0 -751.0 -379. 755. 376 14 973.50 974.06 166365.0 955.0 481. 33. 514 15 973.50 974.67 168146.0 1781.0 898. 33. 931 16 973.50 974.70 168234.0 88.0 44. 494. 538 17 973.50 974.50 167650.0 -584.0 -294. 753. 459 18 973.50 974.26 166949.0 -701.0 -353. 749. 396 19 973.50 974.02 166248.0 -701.0 -353. 755. 402 20 973.50 973.75 165468.0 -780.0 -393. 754. 361 21 973.50 974.00 166190.0 722.0 364. 33. 397 22 973.50 974.22 166832.0 642.0 324. 33. 357 23 973.50 974.05 166336.0 -496.0 -250. 598. 348 24 973.50 973.87 165814.0 -522.0 -263. 598. 335 25 973.50 973.69 165294.0 -520.0 -262. 599. 337 26 973.50 973.49 164716.0 -578.0 -291. 602. 311 27 973.50 973.29 164138.0 -578.0 -291. 603. 312 28 973.50 973.51 164774.0 636.0 321. 33. 354 29 973.50 973.73 165410.0 636.0 321. 33. 354 30 973.50 973.77 165525.0 115.0 58. 340. 398 TOTAL FOR MONTH................ -3205.0 4321. -5911. 14746. 13156. NET CHANGE IN DAY-SECOND-FEET.. -1590. -1590. 1590. AVERAGE FLOW IN C.F.S.......... -53. 492. 439. CHANGE IN CONTENTS FOR MO.(4).. -3205.0 (1) COMPUTATIONS BASED ON THE APRIL 1989 CAPACITY TABLE. (2) BY 24-HOUR CLOCK, TIME IS 2400(MIDN.) OF DAY INDICATED UNLESS OTHERWISE NOTED. AVERAGE FLOW OR CHANGE IN RESERVOIR CONTENTS ARE FOR PERIOD ENDING AT TIME INDICATED. (3) BASED ON PROJECT RECORDS. DOES NOT INCLUDE EVAPORATION LOSSES. (4) BASED ON TOTAL CONTENTS AT BEGINNING AND END OF MONTH. (5) ADJUSTED FOR 23-HOUR DAY (CONVERTING FROM EST TO EDT). RESERVOIR INFLOW COMPUTATIONS (1) SMITH RIVER, VA. PHILPOTT LAKE MAY 1990 ELEVATION,NGVD29 TOTAL CHANGE IN CONTENTS FLOW, CFS ________________ __________________ _________ (2) NORMAL RESERVOIR CONTENTS ACRE - DAY-SEC-FEET (3) DATE HOUR LEVEL LEVEL AF FEET STORED DRAWDOWN OUTFLOW INFLOW ____ ____ _____ _________ ________ _____ ______ ________ _______ ______ 973.50 973.77 165525.0 1 973.50 973.78 165554.0 29.0 15. 340. 355 2 973.50 973.77 165525.0 -29.0 -15. 341. 326 3 973.50 973.80 165612.0 87.0 44. 341. 385 4 973.50 973.82 165670.0 58.0 29. 342. 371 5 973.50 974.05 166336.0 666.0 336. 33. 369 6 973.50 974.23 166862.0 526.0 265. 33. 298 7 973.50 974.10 166482.0 -380.0 -192. 494. 302 8 973.50 973.96 166074.0 -408.0 -206. 494. 288 9 973.50 973.82 165670.0 -404.0 -204. 496. 292 10 973.50 974.61 167971.0 2301.0 1160. 495. 1655 11 973.50 974.66 168117.0 146.0 74. 495. 569 12 973.50 974.41 167387.0 -730.0 -368. 753. 385 13 973.50 974.66 168117.0 730.0 368. 33. 401 14 973.50 974.41 167387.0 -730.0 -368. 743. 375 15 973.50 974.11 166511.0 -876.0 -442. 749. 307 16 973.50 973.82 165670.0 -841.0 -424. 752. 328 17 973.50 973.63 165121.0 -549.0 -277. 590. 313 18 973.50 973.26 164051.0 -1070.0 -539. 809. 270 19 973.50 973.38 164398.0 347.0 175. 33. 208 20 973.50 973.58 164976.0 578.0 291. 33. 324 21 973.50 973.60 165034.0 58.0 29. 289. 318 22 973.50 973.80 165612.0 578.0 291. 288. 579 23 973.50 973.86 165785.0 173.0 87. 287. 374 24 973.50 973.87 165814.0 29.0 15. 286. 301 25 973.50 973.86 165785.0 -29.0 -15. 287. 272 26 973.50 974.07 166394.0 609.0 307. 33. 340 27 973.50 974.26 166949.0 555.0 280. 33. 313 28 973.50 974.45 167504.0 555.0 280. 337. 617 29 973.50 974.90 168818.0 1314.0 662. 595. 1257 30 973.50 974.78 168468.0 -350.0 -176. 750. 574 31 973.50 974.55 167796.0 -672.0 -339. 751. 412 TOTAL FOR MONTH................ 2271.0 4708. -3565. 12335. 13478. NET CHANGE IN DAY-SECOND-FEET.. 1145. 1143. 1143. AVERAGE FLOW IN C.F.S.......... 37. 398. 435. CHANGE IN CONTENTS FOR MO.(4).. 2271.0 (1) COMPUTATIONS BASED ON THE APRIL 1989 CAPACITY TABLE. (2) BY 24-HOUR CLOCK, TIME IS 2400(MIDN.) OF DAY INDICATED UNLESS OTHERWISE NOTED. AVERAGE FLOW OR CHANGE IN RESERVOIR CONTENTS ARE FOR PERIOD ENDING AT TIME INDICATED. (3) BASED ON PROJECT RECORDS. DOES NOT INCLUDE EVAPORATION LOSSES. (4) BASED ON TOTAL CONTENTS AT BEGINNING AND END OF MONTH. RESERVOIR INFLOW COMPUTATIONS (1) SMITH RIVER, VA. PHILPOTT LAKE JUNE 1990 ELEVATION,NGVD29 TOTAL CHANGE IN CONTENTS FLOW, CFS ________________ __________________ _________ (2) NORMAL RESERVOIR CONTENTS ACRE - DAY-SEC-FEET (3) DATE HOUR LEVEL LEVEL AF FEET STORED DRAWDOWN OUTFLOW INFLOW ____ ____ _____ _________ ________ _____ ______ ________ _______ ______ 973.50 974.55 167796.0 1 973.50 974.27 166978.0 -818.0 -412. 752. 340 2 973.50 974.45 167504.0 526.0 265. 34. 299 3 973.50 974.63 168030.0 526.0 265. 33. 298 4 973.50 974.40 167358.0 -672.0 -339. 646. 307 5 973.50 974.14 166599.0 -759.0 -383. 647. 264 6 973.50 973.87 165814.0 -785.0 -396. 650. 254 7 973.50 973.61 165063.0 -751.0 -379. 650. 271 8 973.50 973.36 164340.0 -723.0 -365. 648. 283 9 973.50 973.61 165063.0 723.0 365. 33. 398 10 973.50 973.78 165554.0 491.0 248. 33. 281 11 973.50 973.77 165525.0 -29.0 -15. 236. 221 12 973.50 973.76 165496.0 -29.0 -15. 237. 222 13 973.50 973.73 165410.0 -86.0 -43. 236. 193 14 973.50 973.72 165381.0 -29.0 -15. 236. 221 15 973.50 973.71 165352.0 -29.0 -15. 235. 220 16 973.50 973.82 165670.0 318.0 160. 33. 193 17 973.50 973.94 166017.0 347.0 175. 33. 208 18 973.50 973.93 165988.0 -29.0 -15. 236. 221 19 973.50 973.89 165872.0 -116.0 -58. 236. 178 20 973.50 973.85 165757.0 -115.0 -58. 236. 178 21 973.50 973.83 165699.0 -58.0 -29. 237. 208 22 973.50 973.81 165641.0 -58.0 -29. 230. 201 23 973.50 973.90 165901.0 260.0 131. 33. 164 24 973.50 973.97 166103.0 202.0 102. 33. 135 25 973.50 973.85 165757.0 -346.0 -174. 339. 165 26 973.50 973.72 165381.0 -376.0 -190. 339. 149 27 973.50 973.61 165063.0 -318.0 -160. 340. 180 28 973.50 973.49 164716.0 -347.0 -175. 341. 166 29 973.50 973.35 164312.0 -404.0 -204. 341. 137 30 973.50 973.41 164485.0 173.0 87. 33. 120 TOTAL FOR MONTH................ -3311.0 1798. -3469. 8346. 6675. NET CHANGE IN DAY-SECOND-FEET.. -1669. -1671. 1671. AVERAGE FLOW IN C.F.S.......... -56. 278. 223. CHANGE IN CONTENTS FOR MO.(4).. -3311.0 (1) COMPUTATIONS BASED ON THE APRIL 1989 CAPACITY TABLE. (2) BY 24-HOUR CLOCK, TIME IS 2400(MIDN.) OF DAY INDICATED UNLESS OTHERWISE NOTED. AVERAGE FLOW OR CHANGE IN RESERVOIR CONTENTS ARE FOR PERIOD ENDING AT TIME INDICATED. (3) BASED ON PROJECT RECORDS. DOES NOT INCLUDE EVAPORATION LOSSES. (4) BASED ON TOTAL CONTENTS AT BEGINNING AND END OF MONTH. RESERVOIR INFLOW COMPUTATIONS (1) SMITH RIVER, VA. PHILPOTT LAKE JULY 1990 ELEVATION,NGVD29 TOTAL CHANGE IN CONTENTS FLOW, CFS ________________ __________________ _________ (2) NORMAL RESERVOIR CONTENTS ACRE - DAY-SEC-FEET (3) DATE HOUR LEVEL LEVEL AF FEET STORED DRAWDOWN OUTFLOW INFLOW ____ ____ _____ _________ ________ _____ ______ ________ _______ ______ 973.50 973.41 164485.0 1 973.50 973.49 164716.0 231.0 116. 33. 149 2 973.50 973.36 164340.0 -376.0 -190. 341. 151 3 973.50 973.21 163907.0 -433.0 -218. 342. 124 4 973.50 973.25 164023.0 116.0 58. 33. 91 5 973.50 973.12 163647.0 -376.0 -190. 342. 152 6 973.50 972.92 163071.0 -576.0 -290. 395. 105 7 973.50 972.95 163157.0 86.0 43. 33. 76 8 973.50 973.01 163329.0 172.0 87. 33. 120 9 973.50 972.91 163043.0 -286.0 -144. 290. 146 10 973.50 972.82 162785.0 -258.0 -130. 290. 160 11 973.50 972.79 162699.0 -86.0 -43. 291. 248 12 973.50 972.74 162556.0 -143.0 -72. 289. 217 13 973.50 972.85 162871.0 315.0 159. 290. 449 14 973.50 974.15 166628.0 3757.0 1894. 33. 1927 15 973.50 975.13 169495.0 2867.0 1445. 33. 1478 16 973.50 974.96 168993.0 -502.0 -253. 684. 431 17 973.50 974.25 166920.0 -2073.0 -1045. 1360. 315 18 973.50 973.71 165352.0 -1568.0 -791. 1025. 234 19 973.50 973.71 165352.0 .0 0. 288. 288 20 973.50 973.68 165265.0 -87.0 -44. 287. 243 21 973.50 973.95 166046.0 781.0 394. 33. 427 22 973.50 974.10 166482.0 436.0 220. 33. 253 23 973.50 974.05 166336.0 -146.0 -74. 286. 212 24 973.50 973.98 166132.0 -204.0 -103. 285. 182 25 973.50 973.89 165872.0 -260.0 -131. 286. 155 26 973.50 973.81 165641.0 -231.0 -116. 286. 170 27 973.50 973.71 165352.0 -289.0 -146. 288. 142 28 973.50 973.76 165496.0 144.0 73. 33. 106 29 973.50 973.84 165728.0 232.0 117. 33. 150 30 973.50 973.76 165496.0 -232.0 -117. 285. 168 31 973.50 973.67 165236.0 -260.0 -131. 284. 153 TOTAL FOR MONTH................ 751.0 4606. -4228. 8844. 9222. NET CHANGE IN DAY-SECOND-FEET.. 379. 378. 378. AVERAGE FLOW IN C.F.S.......... 12. 285. 297. CHANGE IN CONTENTS FOR MO.(4).. 751.0 (1) COMPUTATIONS BASED ON THE APRIL 1989 CAPACITY TABLE. (2) BY 24-HOUR CLOCK, TIME IS 2400(MIDN.) OF DAY INDICATED UNLESS OTHERWISE NOTED. AVERAGE FLOW OR CHANGE IN RESERVOIR CONTENTS ARE FOR PERIOD ENDING AT TIME INDICATED. (3) BASED ON PROJECT RECORDS. DOES NOT INCLUDE EVAPORATION LOSSES. (4) BASED ON TOTAL CONTENTS AT BEGINNING AND END OF MONTH. RESERVOIR INFLOW COMPUTATIONS (1) SMITH RIVER, VA. PHILPOTT LAKE AUGUST 1990 ELEVATION,NGVD29 TOTAL CHANGE IN CONTENTS FLOW, CFS ________________ __________________ _________ (2) NORMAL RESERVOIR CONTENTS ACRE - DAY-SEC-FEET (3) DATE HOUR LEVEL LEVEL AF FEET STORED DRAWDOWN OUTFLOW INFLOW ____ ____ _____ _________ ________ _____ ______ ________ _______ ______ 973.50 973.67 165236.0 1 973.47 973.56 164918.0 -318.0 -160. 290. 130 2 973.43 973.45 164601.0 -317.0 -160. 286. 126 3 973.40 973.33 164254.0 -347.0 -175. 288. 113 4 973.37 973.37 164369.0 115.0 58. 33. 91 5 973.33 973.46 164629.0 260.0 131. 33. 164 6 973.30 973.45 164601.0 -28.0 -14. 288. 274 7 973.27 973.36 164340.0 -261.0 -132. 283. 151 8 973.23 973.24 163994.0 -346.0 -174. 296. 122 9 973.20 973.13 163676.0 -318.0 -160. 291. 131 10 973.17 973.02 163358.0 -318.0 -160. 290. 130 11 973.13 973.11 163618.0 260.0 131. 33. 164 12 973.10 973.16 163762.0 144.0 73. 33. 106 13 973.07 973.07 163502.0 -260.0 -131. 291. 160 14 973.03 972.97 163214.0 -288.0 -145. 291. 146 15 973.00 972.93 163100.0 -114.0 -57. 295. 238 16 972.97 972.84 162842.0 -258.0 -130. 293. 163 17 972.94 972.77 162642.0 -200.0 -101. 292. 191 18 972.91 972.81 162757.0 115.0 58. 33. 91 19 972.88 972.88 162957.0 200.0 101. 33. 134 20 972.84 972.78 162671.0 -286.0 -144. 292. 148 21 972.81 972.65 162299.0 -372.0 -188. 292. 104 22 972.78 972.57 162070.0 -229.0 -115. 293. 178 23 972.75 972.64 162270.0 200.0 101. 292. 393 24 972.72 972.60 162156.0 -114.0 -57. 294. 237 25 972.69 972.67 162356.0 200.0 101. 33. 134 26 972.66 972.74 162556.0 200.0 101. 33. 134 27 972.63 972.66 162328.0 -228.0 -115. 292. 177 28 972.59 972.53 161956.0 -372.0 -188. 292. 104 29 972.56 972.41 161613.0 -343.0 -173. 292. 119 30 972.53 972.28 161241.0 -372.0 -188. 292. 104 31 972.50 972.15 160869.0 -372.0 -188. 292. 104 TOTAL FOR MONTH................ -4367.0 855. -3055. 6961. 4761. NET CHANGE IN DAY-SECOND-FEET.. -2202. -2200. 2200. AVERAGE FLOW IN C.F.S.......... -71. 225. 154. CHANGE IN CONTENTS FOR MO.(4).. -4367.0 (1) COMPUTATIONS BASED ON THE APRIL 1989 CAPACITY TABLE. (2) BY 24-HOUR CLOCK, TIME IS 2400(MIDN.) OF DAY INDICATED UNLESS OTHERWISE NOTED. AVERAGE FLOW OR CHANGE IN RESERVOIR CONTENTS ARE FOR PERIOD ENDING AT TIME INDICATED. (3) BASED ON PROJECT RECORDS. DOES NOT INCLUDE EVAPORATION LOSSES. (4) BASED ON TOTAL CONTENTS AT BEGINNING AND END OF MONTH. RESERVOIR INFLOW COMPUTATIONS (1) SMITH RIVER, VA. PHILPOTT LAKE SEPTEMBER 1990 ELEVATION,NGVD29 TOTAL CHANGE IN CONTENTS FLOW, CFS ________________ __________________ _________ (2) NORMAL RESERVOIR CONTENTS ACRE - DAY-SEC-FEET (3) DATE HOUR LEVEL LEVEL AF FEET STORED DRAWDOWN OUTFLOW INFLOW ____ ____ _____ _________ ________ _____ ______ ________ _______ ______ 972.50 972.15 160869.0 1 972.47 972.16 160898.0 29.0 15. 33. 48 2 972.43 972.21 161041.0 143.0 72. 33. 105 3 972.40 972.14 160840.0 -201.0 -101. 239. 138 4 972.37 972.03 160526.0 -314.0 -158. 240. 82 5 972.33 971.93 160243.0 -283.0 -143. 242. 99 6 972.30 971.82 159934.0 -309.0 -156. 242. 86 7 972.27 971.71 159625.0 -309.0 -156. 240. 84 8 972.23 971.73 159681.0 56.0 28. 33. 61 9 972.20 971.81 159906.0 225.0 113. 33. 146 10 972.17 971.76 159766.0 -140.0 -71. 239. 168 11 972.13 971.67 159513.0 -253.0 -128. 240. 112 12 972.10 971.56 159204.0 -309.0 -156. 239. 83 13 972.07 971.56 159204.0 .0 0. 240. 240 14 972.03 971.55 159175.0 -29.0 -15. 240. 225 15 972.00 971.58 159260.0 85.0 43. 33. 76 16 971.97 971.63 159400.0 140.0 71. 33. 104 17 971.93 971.54 159147.0 -253.0 -128. 235. 107 18 971.90 971.42 158810.0 -337.0 -170. 237. 67 19 971.87 971.31 158501.0 -309.0 -156. 231. 75 20 971.83 971.22 158248.0 -253.0 -128. 237. 109 21 971.80 971.13 157995.0 -253.0 -128. 233. 105 22 971.77 971.18 158136.0 141.0 71. 36. 107 23 971.73 971.21 158220.0 84.0 42. 36. 78 24 971.70 971.13 157995.0 -225.0 -113. 237. 124 25 971.67 971.01 157658.0 -337.0 -170. 236. 66 26 971.63 970.90 157351.0 -307.0 -155. 239. 84 27 971.60 970.79 157044.0 -307.0 -155. 241. 86 28 971.57 970.67 156709.0 -335.0 -169. 239. 70 29 971.53 970.67 156709.0 .0 0. 40. 40 30 971.50 970.70 156793.0 84.0 42. 40. 82 TOTAL FOR MONTH................ -4076.0 497. -2556. 5116. 3057. NET CHANGE IN DAY-SECOND-FEET.. -2055. -2059. 2059. AVERAGE FLOW IN C.F.S.......... -69. 171. 102. CHANGE IN CONTENTS FOR MO.(4).. -4076.0 (1) COMPUTATIONS BASED ON THE APRIL 1989 CAPACITY TABLE. (2) BY 24-HOUR CLOCK, TIME IS 2400(MIDN.) OF DAY INDICATED UNLESS OTHERWISE NOTED. AVERAGE FLOW OR CHANGE IN RESERVOIR CONTENTS ARE FOR PERIOD ENDING AT TIME INDICATED. (3) BASED ON PROJECT RECORDS. DOES NOT INCLUDE EVAPORATION LOSSES. (4) BASED ON TOTAL CONTENTS AT BEGINNING AND END OF MONTH. RESERVOIR INFLOW COMPUTATIONS (1) SMITH RIVER, VA. PHILPOTT LAKE OCTOBER 1990 ELEVATION,NGVD29 TOTAL CHANGE IN CONTENTS FLOW, CFS ________________ __________________ _________ (2) NORMAL RESERVOIR CONTENTS ACRE - DAY-SEC-FEET (3) DATE HOUR LEVEL LEVEL AF FEET STORED DRAWDOWN OUTFLOW INFLOW ____ ____ _____ _________ ________ _____ ______ ________ _______ ______ 971.50 970.70 156793.0 1 971.50 970.67 156709.0 -84.0 -42. 189. 147 2 971.50 970.60 156514.0 -195.0 -98. 188. 90 3 971.50 970.51 156263.0 -251.0 -127. 189. 62 4 971.50 970.47 156151.0 -112.0 -56. 189. 133 5 971.50 970.41 155984.0 -167.0 -84. 184. 100 6 971.50 970.42 156012.0 28.0 14. 36. 50 7 971.50 970.44 156068.0 56.0 28. 40. 68 8 971.50 970.38 155900.0 -168.0 -85. 199. 114 9 971.50 970.30 155677.0 -223.0 -112. 200. 88 10 971.50 970.44 156068.0 391.0 197. 198. 395 11 971.50 971.84 159990.0 3922.0 1977. 195. 2172 12 971.50 972.34 161412.0 1422.0 717. 197. 914 13 971.50 973.27 164080.0 2668.0 1345. 40. 1385 14 971.50 973.49 164716.0 636.0 321. 40. 361 15 971.50 973.13 163676.0 -1040.0 -524. 773. 249 16 971.50 972.73 162528.0 -1148.0 -579. 778. 199 17 971.50 972.31 161327.0 -1201.0 -606. 777. 171 18 971.50 972.40 161584.0 257.0 130. 775. 905 19 971.50 972.26 161184.0 -400.0 -202. 769. 567 20 971.50 972.44 161698.0 514.0 259. 40. 299 21 971.50 972.57 162070.0 372.0 188. 40. 228 22 971.50 973.49 164716.0 2646.0 1334. 192. 1526 23 971.50 974.41 167387.0 2671.0 1347. 756. 2103 24 971.50 974.35 167212.0 -175.0 -88. 755. 667 25 971.50 974.13 166570.0 -642.0 -324. 755. 431 26 971.50 973.80 165612.0 -958.0 -483. 756. 273 27 971.50 973.95 166046.0 434.0 219. 33. 252 28 971.50 974.09 166453.0 407.0 197.(5) 33. 230 29 971.50 973.75 165468.0 -985.0 -497. 757. 260 30 971.50 973.38 164398.0 -1070.0 -539. 755. 216 31 971.50 973.01 163329.0 -1069.0 -539. 744. 205 TOTAL FOR MONTH................ 6536.0 8273. -4985. 11572. 14860. NET CHANGE IN DAY-SECOND-FEET.. 3295. 3288. 3288. AVERAGE FLOW IN C.F.S.......... 106. 373. 479. CHANGE IN CONTENTS FOR MO.(4).. 6536.0 (1) COMPUTATIONS BASED ON THE APRIL 1989 CAPACITY TABLE. (2) BY 24-HOUR CLOCK, TIME IS 2400(MIDN.) OF DAY INDICATED UNLESS OTHERWISE NOTED. AVERAGE FLOW OR CHANGE IN RESERVOIR CONTENTS ARE FOR PERIOD ENDING AT TIME INDICATED. (3) BASED ON PROJECT RECORDS. DOES NOT INCLUDE EVAPORATION LOSSES. (4) BASED ON TOTAL CONTENTS AT BEGINNING AND END OF MONTH. RESERVOIR INFLOW COMPUTATIONS (1) SMITH RIVER, VA. PHILPOTT LAKE NOVEMBER 1990 ELEVATION,NGVD29 TOTAL CHANGE IN CONTENTS FLOW, CFS ________________ __________________ _________ (2) NORMAL RESERVOIR CONTENTS ACRE - DAY-SEC-FEET (3) DATE HOUR LEVEL LEVEL AF FEET STORED DRAWDOWN OUTFLOW INFLOW ____ ____ _____ _________ ________ _____ ______ ________ _______ ______ 971.50 973.01 163329.0 1 971.50 972.58 162099.0 -1230.0 -620. 798. 178 2 971.50 972.06 160612.0 -1487.0 -750. 761. 11 3 971.50 972.19 160983.0 371.0 187. 33. 220 4 971.50 972.30 161298.0 315.0 159. 33. 192 5 971.50 972.15 160869.0 -429.0 -216. 392. 176 6 971.50 972.02 160497.0 -372.0 -188. 392. 204 7 971.50 971.85 160019.0 -478.0 -241. 393. 152 8 971.50 971.69 159569.0 -450.0 -227. 393. 166 9 971.50 971.71 159625.0 56.0 28. 392. 420 10 971.50 972.19 160983.0 1358.0 685. 33. 718 11 971.50 972.40 161584.0 601.0 303. 33. 336 12 971.50 972.42 161641.0 57.0 29. 185. 214 13 971.50 972.46 161756.0 115.0 58. 184. 242 14 971.50 972.21 161041.0 -715.0 -360. 549. 189 15 971.50 971.96 160328.0 -713.0 -359. 551. 192 16 971.50 971.71 159625.0 -703.0 -354. 550. 196 17 971.50 971.82 159934.0 309.0 156. 33. 189 18 971.50 971.92 160215.0 281.0 142. 33. 175 19 971.50 971.89 160131.0 -84.0 -42. 237. 195 20 971.50 971.84 159990.0 -141.0 -71. 237. 166 21 971.50 971.80 159878.0 -112.0 -56. 237. 181 22 971.50 971.89 160131.0 253.0 128. 33. 161 23 971.50 971.89 160131.0 .0 0. 184. 184 24 971.50 971.97 160356.0 225.0 113. 33. 146 25 971.50 972.06 160612.0 256.0 129. 34. 163 26 971.50 972.04 160554.0 -58.0 -29. 181. 152 27 971.50 972.01 160469.0 -85.0 -43. 196. 153 28 971.50 972.01 160469.0 .0 0. 189. 189 29 971.50 971.99 160412.0 -57.0 -29. 187. 158 30 971.50 971.95 160300.0 -112.0 -56. 187. 131 TOTAL FOR MONTH................ -3029.0 2117. -3641. 7673. 6149. NET CHANGE IN DAY-SECOND-FEET.. -1527. -1524. 1524. AVERAGE FLOW IN C.F.S.......... -51. 256. 205. CHANGE IN CONTENTS FOR MO.(4).. -3029.0 (1) COMPUTATIONS BASED ON THE APRIL 1989 CAPACITY TABLE. (2) BY 24-HOUR CLOCK, TIME IS 2400(MIDN.) OF DAY INDICATED UNLESS OTHERWISE NOTED. AVERAGE FLOW OR CHANGE IN RESERVOIR CONTENTS ARE FOR PERIOD ENDING AT TIME INDICATED. (3) BASED ON PROJECT RECORDS. DOES NOT INCLUDE EVAPORATION LOSSES. (4) BASED ON TOTAL CONTENTS AT BEGINNING AND END OF MONTH. RESERVOIR INFLOW COMPUTATIONS (1) SMITH RIVER, VA. PHILPOTT LAKE DECEMBER 1990 ELEVATION,NGVD29 TOTAL CHANGE IN CONTENTS FLOW, CFS ________________ __________________ _________ (2) NORMAL RESERVOIR CONTENTS ACRE - DAY-SEC-FEET (3) DATE HOUR LEVEL LEVEL AF FEET STORED DRAWDOWN OUTFLOW INFLOW ____ ____ _____ _________ ________ _____ ______ ________ _______ ______ 971.50 971.95 160300.0 1 971.50 972.03 160526.0 226.0 114. 34. 148 2 971.50 972.11 160755.0 229.0 115. 33. 148 3 971.50 972.42 161641.0 886.0 447. 293. 740 4 971.50 972.85 162871.0 1230.0 620. 187. 807 5 971.50 972.81 162757.0 -114.0 -57. 447. 390 6 971.50 972.70 162442.0 -315.0 -159. 448. 289 7 971.50 972.57 162070.0 -372.0 -188. 449. 261 8 971.50 972.71 162471.0 401.0 202. 33. 235 9 971.50 972.83 162814.0 343.0 173. 33. 206 10 971.50 972.58 162099.0 -715.0 -360. 559. 199 11 971.50 972.32 161355.0 -744.0 -375. 559. 184 12 971.50 972.06 160612.0 -743.0 -375. 561. 186 13 971.50 971.80 159878.0 -734.0 -370. 561. 191 14 971.50 971.52 159091.0 -787.0 -397. 561. 164 15 971.50 971.63 159400.0 309.0 156. 33. 189 16 971.50 971.73 159681.0 281.0 142. 34. 176 17 971.50 971.72 159653.0 -28.0 -14. 188. 174 18 971.50 971.74 159709.0 56.0 28. 188. 216 19 971.50 971.75 159738.0 29.0 15. 187. 202 20 971.50 971.77 159794.0 56.0 28. 186. 214 21 971.50 971.78 159822.0 28.0 14. 188. 202 22 971.50 971.90 160159.0 337.0 170. 33. 203 23 971.50 972.26 161184.0 1025.0 517. 33. 550 24 971.50 972.75 162585.0 1401.0 706. 187. 893 25 971.50 972.93 163100.0 515.0 260. 187. 447 26 971.50 972.96 163186.0 86.0 43. 294. 337 27 971.50 972.70 162442.0 -744.0 -375. 771. 396 28 971.50 972.41 161613.0 -829.0 -418. 774. 356 29 971.50 972.65 162299.0 686.0 346. 33. 379 30 971.50 972.92 163071.0 772.0 389. 33. 422 31 971.50 972.79 162699.0 -372.0 -188. 554. 366 TOTAL FOR MONTH................ 2399.0 4485. -3276. 8661. 9870. NET CHANGE IN DAY-SECOND-FEET.. 1210. 1209. 1209. AVERAGE FLOW IN C.F.S.......... 39. 279. 318. CHANGE IN CONTENTS FOR MO.(4).. 2399.0 (1) COMPUTATIONS BASED ON THE APRIL 1989 CAPACITY TABLE. (2) BY 24-HOUR CLOCK, TIME IS 2400(MIDN.) OF DAY INDICATED UNLESS OTHERWISE NOTED. AVERAGE FLOW OR CHANGE IN RESERVOIR CONTENTS ARE FOR PERIOD ENDING AT TIME INDICATED. (3) BASED ON PROJECT RECORDS. DOES NOT INCLUDE EVAPORATION LOSSES. (4) BASED ON TOTAL CONTENTS AT BEGINNING AND END OF MONTH. 1 RESERVOIR INFLOW COMPUTATIONS (1) SMITH RIVER, VA. PHILPOTT LAKE JANUARY 1991 ELEVATION,NGVD29 TOTAL CHANGE IN CONTENTS FLOW, CFS + ________________ __________________ _________ (2) RULE RESERVOIR CONTENTS ACRE - DAY-SEC-FEET (3) DATE HOUR CURVE LEVEL AF FEET STORED DRAWDOWN OUTFLOW INFLOW + ____ ____ _____ _________ ________ _____ ______ ________ _______ ______ 971.50 972.79 162699.4 1 971.50 972.54 161984.4 -715.0 -360. 661. 301 2 971.50 972.27 161212.2 -772.2 -389. 662. 273 3 971.50 971.99 160411.9 -800.3 -403. 663. 260 4 971.50 971.68 159540.8 -871.1 -439. 663. 224 5 971.50 971.82 159934.2 393.4 198. 33. 231 6 971.50 971.95 160299.5 365.3 184. 33. 217 7 971.50 971.96 160327.6 28.1 14. 295. 309 8 971.50 971.95 160299.5 -28.1 -14. 297. 283 9 971.50 971.91 160187.1 -112.4 -57. 296. 239 10 971.50 971.89 160130.9 -56.2 -28. 296. 268 11 971.50 973.39 164427.1 4296.2 2166. 774. 2940 12 971.50 973.88 165843.2 1416.1 714. 663. 1377 13 971.50 973.46 164629.4 -1213.8 -612. 1288. 676 14 971.50 972.91 163042.6 -1586.8 -800. 1301. 501 15 971.50 972.45 161727.0 -1315.6 -663. 1090. 427 16 971.50 972.69 162413.4 686.4 346. 774. 1120 17 971.50 972.60 162156.0 -257.4 -130. 760. 630 18 971.50 972.39 161555.4 -600.6 -303. 756. 453 19 971.50 972.67 162356.2 800.8 404. 33. 437 20 971.50 973.00 163300.0 943.8 476. 33. 509 21 971.50 972.88 162956.8 -343.2 -173. 548. 375 22 971.50 972.76 162613.6 -343.2 -173. 548. 375 23 971.50 972.60 162156.0 -457.6 -231. 548. 317 24 971.50 972.45 161727.0 -429.0 -216. 549. 333 25 971.50 972.28 161240.8 -486.2 -245. 549. 304 26 971.50 972.46 161755.6 514.8 260. 33. 293 27 971.50 972.63 162241.8 486.2 245. 33. 278 28 971.50 972.50 161870.0 -371.8 -187. 496. 309 29 971.50 972.33 161383.8 -486.2 -245. 496. 251 30 971.50 972.18 160954.8 -429.0 -216. 497. 281 31 971.50 972.01 160468.6 -486.2 -245. 496. 251 + ____________________________________________________________________________ TOTAL FOR MONTH................ -2230.8 5007. -6129. 16164. 15042. NET CHANGE IN DAY-SECOND-FEET.. -1125. -1122. 1122. AVERAGE FLOW IN C.F.S.......... -36. 521. 485. CHANGE IN CONTENTS FOR MO.(4).. -2230.8 (1) COMPUTATIONS BASED ON THE APRIL 1989 CAPACITY TABLE. (2) BY 24-HOUR CLOCK, TIME IS 2400(MIDN.) OF DAY INDICATED UNLESS OTHERWISE NOTED. AVERAGE FLOW OR CHANGE IN RESERVOIR CONTENTS ARE FOR PERIOD ENDING AT TIME INDICATED. (3) BASED ON PROJECT RECORDS. DOES NOT INCLUDE EVAPORATION LOSSES. (4) BASED ON TOTAL CONTENTS AT BEGINNING AND END OF MONTH. 1 RESERVOIR INFLOW COMPUTATIONS (1) SMITH RIVER, VA. PHILPOTT LAKE FEBRUARY 1991 ELEVATION,NGVD29 TOTAL CHANGE IN CONTENTS FLOW, CFS + ________________ __________________ _________ (2) RULE RESERVOIR CONTENTS ACRE - DAY-SEC-FEET (3) DATE HOUR CURVE LEVEL AF FEET STORED DRAWDOWN OUTFLOW INFLOW + ____ ____ _____ _________ ________ _____ ______ ________ _______ ______ 971.50 972.01 160468.6 1 971.53 971.83 159962.3 -506.3 -255. 500. 245 2 971.57 971.98 160383.8 421.5 213. 33. 246 3 971.60 972.13 160811.8 428.0 216. 34. 250 4 971.63 972.01 160468.6 -343.2 -173. 395. 222 5 971.67 971.98 160383.8 -84.8 -43. 292. 249 6 971.70 972.02 160497.2 113.4 57. 291. 348 7 971.73 972.02 160497.2 0.0 0. 291. 291 8 971.77 972.00 160440.0 -57.2 -29. 291. 262 9 971.80 972.13 160811.8 371.8 187. 33. 220 10 971.83 972.28 161240.8 429.0 216. 33. 249 11 971.87 972.13 160811.8 -429.0 -216. 444. 228 12 971.90 972.18 160954.8 143.0 72. 135. 207 13 971.93 972.17 160926.2 -28.6 -14. 293. 279 14 971.97 972.17 160926.2 0.0 0. 292. 292 15 972.00 971.97 160355.7 -570.5 -288. 505. 217 16 972.04 971.98 160383.8 28.1 14. 187. 201 17 972.08 972.13 160811.8 428.0 216. 33. 249 18 972.12 972.23 161097.8 286.0 144. 187. 331 19 972.15 972.35 161441.0 343.2 173. 187. 360 20 972.19 972.46 161755.6 314.6 159. 186. 345 21 972.23 972.54 161984.4 228.8 115. 187. 302 22 972.27 972.61 162184.6 200.2 101. 187. 288 23 972.31 972.75 162585.0 400.4 202. 34. 236 24 972.35 972.90 163014.0 429.0 216. 34. 250 25 972.38 972.87 162928.2 -85.8 -43. 343. 300 26 972.42 972.85 162871.0 -57.2 -29. 291. 262 27 972.46 972.81 162756.6 -114.4 -58. 292. 234 28 972.50 972.78 162670.8 -85.8 -43. 292. 249 + ____________________________________________________________________________ TOTAL FOR MONTH................ 2202.2 2301. -1191. 6302. 7412. NET CHANGE IN DAY-SECOND-FEET.. 1110. 1110. 1110. AVERAGE FLOW IN C.F.S.......... 40. 225. 265. CHANGE IN CONTENTS FOR MO.(4).. 2202.2 (1) COMPUTATIONS BASED ON THE APRIL 1989 CAPACITY TABLE. (2) BY 24-HOUR CLOCK, TIME IS 2400(MIDN.) OF DAY INDICATED UNLESS OTHERWISE NOTED. AVERAGE FLOW OR CHANGE IN RESERVOIR CONTENTS ARE FOR PERIOD ENDING AT TIME INDICATED. (3) BASED ON PROJECT RECORDS. DOES NOT INCLUDE EVAPORATION LOSSES. (4) BASED ON TOTAL CONTENTS AT BEGINNING AND END OF MONTH. 1 RESERVOIR INFLOW COMPUTATIONS (1) SMITH RIVER, VA. PHILPOTT LAKE MARCH 1991 ELEVATION,NGVD29 TOTAL CHANGE IN CONTENTS FLOW, CFS + ________________ __________________ _________ (2) RULE RESERVOIR CONTENTS ACRE - DAY-SEC-FEET (3) DATE HOUR CURVE LEVEL AF FEET STORED DRAWDOWN OUTFLOW INFLOW + ____ ____ _____ _________ ________ _____ ______ ________ _______ ______ 972.50 972.78 162670.8 1 972.53 972.73 162527.8 -143.0 -72. 292. 220 2 972.57 972.95 163157.0 629.2 317. 34. 351 3 972.60 973.60 165034.0 1877.0 946. 33. 979 4 972.63 974.09 166452.8 1418.8 715. 746. 1461 5 972.67 973.98 166132.2 -320.6 -162. 752. 590 6 972.70 973.79 165583.1 -549.1 -277. 751. 474 7 972.73 973.57 164947.3 -635.8 -321. 754. 433 8 972.77 973.30 164167.0 -780.3 -393. 756. 363 9 972.80 973.48 164687.2 520.2 262. 33. 295 10 972.83 973.68 165265.2 578.0 291. 33. 324 11 972.87 973.59 165005.1 -260.1 -131. 444. 313 12 972.90 973.54 164860.6 -144.5 -73. 444. 371 13 972.93 973.53 164831.7 -28.9 -15. 452. 437 14 972.97 973.52 164802.8 -28.9 -15. 445. 430 15 973.00 973.43 164542.7 -260.1 -131. 444. 313 16 973.03 973.60 165034.0 491.3 248. 33. 281 17 973.06 973.77 165525.3 491.3 248. 34. 282 18 973.09 973.75 165467.5 -57.8 -29. 392. 363 19 973.13 973.74 165438.6 -28.9 -15. 391. 376 20 973.16 973.68 165265.2 -173.4 -87. 391. 304 21 973.19 973.61 165062.9 -202.3 -102. 392. 290 22 973.22 973.58 164976.2 -86.7 -44. 392. 348 23 973.25 973.78 165554.2 578.0 291. 33. 324 24 973.28 973.95 166045.5 491.3 248. 33. 281 25 973.31 973.87 165814.3 -231.2 -117. 390. 273 26 973.34 973.80 165612.0 -202.3 -102. 391. 289 27 973.38 973.72 165380.8 -231.2 -117. 391. 274 28 973.41 973.65 165178.5 -202.3 -102. 392. 290 29 973.44 974.85 168672.0 3493.5 1761. 390. 2151 30 973.47 975.38 170234.8 1562.8 788. 675. 1463 31 973.50 974.97 169022.4 -1212.4 -611. 1339. 728 + ____________________________________________________________________________ TOTAL FOR MONTH................ 6351.6 6115. -2916. 12472. 15671. NET CHANGE IN DAY-SECOND-FEET.. 3202. 3199. 3199. AVERAGE FLOW IN C.F.S.......... 103. 402. 506. CHANGE IN CONTENTS FOR MO.(4).. 6351.6 (1) COMPUTATIONS BASED ON THE APRIL 1989 CAPACITY TABLE. (2) BY 24-HOUR CLOCK, TIME IS 2400(MIDN.) OF DAY INDICATED UNLESS OTHERWISE NOTED. AVERAGE FLOW OR CHANGE IN RESERVOIR CONTENTS ARE FOR PERIOD ENDING AT TIME INDICATED. (3) BASED ON PROJECT RECORDS. DOES NOT INCLUDE EVAPORATION LOSSES. (4) BASED ON TOTAL CONTENTS AT BEGINNING AND END OF MONTH. 1 RESERVOIR INFLOW COMPUTATIONS (1) SMITH RIVER, VA. PHILPOTT LAKE APRIL 1991 ELEVATION,NGVD29 TOTAL CHANGE IN CONTENTS FLOW, CFS + ________________ __________________ _________ (2) RULE RESERVOIR CONTENTS ACRE - DAY-SEC-FEET (3) DATE HOUR CURVE LEVEL AF FEET STORED DRAWDOWN OUTFLOW INFLOW + ____ ____ _____ _________ ________ _____ ______ ________ _______ ______ 973.50 974.97 169022.4 1 973.50 974.43 167445.6 -1576.8 -795. 1302. 507 2 973.50 974.41 167387.2 -58.4 -29. 503. 474 3 973.50 974.31 167095.2 -292.0 -147. 545. 398 4 973.50 974.20 166774.0 -321.2 -162. 550. 388 5 973.50 974.08 166423.6 -350.4 -177. 545. 368 6 973.50 974.30 167066.0 642.4 324. 33. 357 7 973.50 974.49 167620.8 554.8 292.(5) 33. 325 8 973.50 974.37 167270.4 -350.4 -177. 491. 314 9 973.50 974.26 166949.2 -321.2 -162. 489. 327 10 973.50 974.19 166744.8 -204.4 -103. 493. 390 11 973.50 974.05 166336.0 -408.8 -206. 495. 289 12 973.50 973.90 165901.0 -435.0 -219. 504. 285 13 973.50 974.17 166686.4 785.4 396. 33. 429 14 973.50 974.40 167358.0 671.6 339. 33. 372 15 973.50 974.43 167445.6 87.6 44. 488. 532 16 973.50 974.39 167328.8 -116.8 -59. 495. 436 17 973.50 974.31 167095.2 -233.6 -118. 491. 373 18 973.50 974.20 166774.0 -321.2 -162. 490. 328 19 973.50 974.16 166657.2 -116.8 -59. 495. 436 20 973.50 974.42 167416.4 759.2 383. 33. 416 21 973.50 974.68 168175.6 759.2 383. 33. 416 22 973.50 974.56 167825.2 -350.4 -177. 542. 365 23 973.50 974.41 167387.2 -438.0 -221. 547. 326 24 973.50 974.27 166978.4 -408.8 -206. 543. 337 25 973.50 974.10 166482.0 -496.4 -250. 543. 293 26 973.50 973.94 166016.6 -465.4 -235. 542. 307 27 973.50 974.16 166657.2 640.6 323. 33. 356 28 973.50 974.40 167358.0 700.8 353. 33. 386 29 973.50 974.37 167270.4 -87.6 -44. 437. 393 30 973.50 974.46 167533.2 262.8 132. 438. 570 + ____________________________________________________________________________ TOTAL FOR MONTH................ -1489.2 2969. -3708. 12232. 11493. NET CHANGE IN DAY-SECOND-FEET.. -739. -739. 739. AVERAGE FLOW IN C.F.S.......... -25. 408. 383. CHANGE IN CONTENTS FOR MO.(4).. -1489.2 (1) COMPUTATIONS BASED ON THE APRIL 1989 CAPACITY TABLE. (2) BY 24-HOUR CLOCK, TIME IS 2400(MIDN.) OF DAY INDICATED UNLESS OTHERWISE NOTED. AVERAGE FLOW OR CHANGE IN RESERVOIR CONTENTS ARE FOR PERIOD ENDING AT TIME INDICATED. (3) BASED ON PROJECT RECORDS. DOES NOT INCLUDE EVAPORATION LOSSES. (4) BASED ON TOTAL CONTENTS AT BEGINNING AND END OF MONTH. (5) ADJUSTED FOR 23-HOUR DAY (CONVERTING FROM EST TO EDT). 1 RESERVOIR INFLOW COMPUTATIONS (1) SMITH RIVER, VA. PHILPOTT LAKE MAY 1991 ELEVATION,NGVD29 TOTAL CHANGE IN CONTENTS FLOW, CFS + ________________ __________________ _________ (2) RULE RESERVOIR CONTENTS ACRE - DAY-SEC-FEET (3) DATE HOUR CURVE LEVEL AF FEET STORED DRAWDOWN OUTFLOW INFLOW + ____ ____ _____ _________ ________ _____ ______ ________ _______ ______ 973.50 974.46 167533.2 1 973.50 974.43 167445.6 -87.6 -44. 438. 394 2 973.50 974.36 167241.2 -204.4 -103. 438. 335 3 973.50 974.27 166978.4 -262.8 -132. 439. 307 4 973.50 974.44 167474.8 496.4 250. 33. 283 5 973.50 974.61 167971.2 496.4 250. 33. 283 6 973.50 974.50 167650.0 -321.2 -162. 644. 482 7 973.50 974.28 167007.6 -642.4 -324. 637. 313 8 973.50 974.04 166306.8 -700.8 -353. 648. 295 9 973.50 973.79 165583.1 -723.7 -365. 648. 283 10 973.50 973.54 164860.6 -722.5 -364. 649. 285 11 973.50 973.69 165294.1 433.5 219. 33. 252 12 973.50 973.84 165727.6 433.5 219. 33. 252 13 973.50 973.81 165640.9 -86.7 -44. 334. 290 14 973.50 973.80 165612.0 -28.9 -15. 340. 325 15 973.50 973.75 165467.5 -144.5 -73. 340. 267 16 973.50 973.72 165380.8 -86.7 -44. 336. 292 17 973.50 973.69 165294.1 -86.7 -44. 344. 300 18 973.50 973.86 165785.4 491.3 248. 33. 281 19 973.50 974.18 166715.6 930.2 469. 33. 502 20 973.50 974.56 167825.2 1109.6 559. 342. 901 21 973.50 975.13 169494.8 1669.6 842. 342. 1184 22 973.50 975.08 169346.8 -148.0 -75. 755. 680 23 973.50 974.89 168788.8 -558.0 -281. 757. 476 24 973.50 974.65 168088.0 -700.8 -353. 756. 403 25 973.50 974.37 167270.4 -817.6 -412. 756. 344 26 973.50 974.55 167796.0 525.6 265. 33. 298 27 973.50 974.36 167241.2 -554.8 -280. 652. 372 28 973.50 974.25 166920.0 -321.2 -162. 646. 484 29 973.50 974.02 166248.4 -671.6 -339. 649. 310 30 973.50 973.76 165496.4 -752.0 -379. 660. 281 31 973.50 973.50 164745.0 -751.4 -379. 660. 281 + ____________________________________________________________________________ TOTAL FOR MONTH................ -2788.2 3321. -4727. 13441. 12035. NET CHANGE IN DAY-SECOND-FEET.. -1406. -1406. 1406. AVERAGE FLOW IN C.F.S.......... -45. 434. 388. CHANGE IN CONTENTS FOR MO.(4).. -2788.2 (1) COMPUTATIONS BASED ON THE APRIL 1989 CAPACITY TABLE. (2) BY 24-HOUR CLOCK, TIME IS 2400(MIDN.) OF DAY INDICATED UNLESS OTHERWISE NOTED. AVERAGE FLOW OR CHANGE IN RESERVOIR CONTENTS ARE FOR PERIOD ENDING AT TIME INDICATED. (3) BASED ON PROJECT RECORDS. DOES NOT INCLUDE EVAPORATION LOSSES. (4) BASED ON TOTAL CONTENTS AT BEGINNING AND END OF MONTH. 1 RESERVOIR INFLOW COMPUTATIONS (1) SMITH RIVER, VA. PHILPOTT LAKE JUNE 1991 ELEVATION,NGVD29 TOTAL CHANGE IN CONTENTS FLOW, CFS + ________________ __________________ _________ (2) RULE RESERVOIR CONTENTS ACRE - DAY-SEC-FEET (3) DATE HOUR CURVE LEVEL AF FEET STORED DRAWDOWN OUTFLOW INFLOW + ____ ____ _____ _________ ________ _____ ______ ________ _______ ______ 973.50 973.50 164745.0 1 973.50 973.63 165120.7 375.7 189. 33. 222 2 973.50 973.96 166074.4 953.7 481. 33. 514 3 973.50 973.90 165901.0 -173.4 -87. 398. 311 4 973.50 973.79 165583.1 -317.9 -160. 398. 238 5 973.50 973.66 165207.4 -375.7 -189. 398. 209 6 973.50 973.53 164831.7 -375.7 -189. 399. 210 7 973.50 973.39 164427.1 -404.6 -204. 400. 196 8 973.50 973.50 164745.0 317.9 160. 33. 193 9 973.50 973.62 165091.8 346.8 175. 33. 208 10 973.50 973.58 164976.2 -115.6 -58. 242. 184 11 973.50 973.54 164860.6 -115.6 -58. 250. 192 12 973.50 973.51 164773.9 -86.7 -44. 241. 197 13 973.50 973.48 164687.2 -86.7 -44. 233. 189 14 973.50 973.43 164542.7 -144.5 -73. 240. 167 15 973.50 973.52 164802.8 260.1 131. 33. 164 16 973.50 973.88 165843.2 1040.4 525. 33. 558 17 973.50 973.94 166016.6 173.4 87. 241. 328 18 973.50 974.00 166190.0 173.4 87. 448. 535 19 973.50 974.81 168555.2 2365.2 1192. 441. 1633 20 973.50 974.56 167825.2 -730.0 -368. 761. 393 21 973.50 974.25 166920.0 -905.2 -456. 756. 300 22 973.50 974.45 167504.0 584.0 294. 33. 327 23 973.50 974.60 167942.0 438.0 221. 33. 254 24 973.50 974.35 167212.0 -730.0 -368. 603. 235 25 973.50 974.08 166423.6 -788.4 -397. 604. 207 26 973.50 973.81 165640.9 -782.7 -395. 605. 210 27 973.50 973.55 164889.5 -751.4 -379. 607. 228 28 973.50 973.26 164051.4 -838.1 -423. 610. 187 29 973.50 973.49 164716.1 664.7 335. 33. 368 30 973.50 973.61 165062.9 346.8 175. 33. 208 + ____________________________________________________________________________ TOTAL FOR MONTH................ 317.9 4052. -3892. 9205. 9365. NET CHANGE IN DAY-SECOND-FEET.. 160. 160. 160. AVERAGE FLOW IN C.F.S.......... 5. 307. 312. CHANGE IN CONTENTS FOR MO.(4).. 317.9 (1) COMPUTATIONS BASED ON THE APRIL 1989 CAPACITY TABLE. (2) BY 24-HOUR CLOCK, TIME IS 2400(MIDN.) OF DAY INDICATED UNLESS OTHERWISE NOTED. AVERAGE FLOW OR CHANGE IN RESERVOIR CONTENTS ARE FOR PERIOD ENDING AT TIME INDICATED. (3) BASED ON PROJECT RECORDS. DOES NOT INCLUDE EVAPORATION LOSSES. (4) BASED ON TOTAL CONTENTS AT BEGINNING AND END OF MONTH. 1 RESERVOIR INFLOW COMPUTATIONS (1) SMITH RIVER, VA. PHILPOTT LAKE JULY 1991 ELEVATION,NGVD29 TOTAL CHANGE IN CONTENTS FLOW, CFS + ________________ __________________ _________ (2) RULE RESERVOIR CONTENTS ACRE - DAY-SEC-FEET (3) DATE HOUR CURVE LEVEL AF FEET STORED DRAWDOWN OUTFLOW INFLOW + ____ ____ _____ _________ ________ _____ ______ ________ _______ ______ 973.50 973.61 165062.9 1 973.50 973.53 164831.7 -231.2 -117. 294. 177 2 973.50 973.54 164860.6 28.9 15. 294. 309 3 973.50 973.50 164745.0 -115.6 -58. 294. 236 4 973.50 973.44 164571.6 -173.4 -87. 296. 209 5 973.50 973.36 164340.4 -231.2 -117. 296. 179 6 973.50 973.45 164600.5 260.1 131. 33. 164 7 973.50 973.54 164860.6 260.1 131. 33. 164 8 973.50 973.43 164542.7 -317.9 -160. 295. 135 9 973.50 973.32 164224.8 -317.9 -160. 296. 136 10 973.50 973.26 164051.4 -173.4 -87. 296. 209 11 973.50 973.16 163762.4 -289.0 -146. 295. 149 12 973.50 973.15 163733.5 -28.9 -15. 296. 281 13 973.50 973.29 164138.1 404.6 204. 33. 237 14 973.50 973.37 164369.3 231.2 117. 33. 150 15 973.50 973.26 164051.4 -317.9 -160. 295. 135 16 973.50 973.14 163704.6 -346.8 -175. 296. 121 17 973.50 973.02 163357.8 -346.8 -175. 296. 121 18 973.50 972.92 163071.2 -286.6 -144. 293. 149 19 973.50 972.88 162956.8 -114.4 -58. 294. 236 20 973.50 973.03 163386.7 429.9 217. 33. 250 21 973.50 973.15 163733.5 346.8 175. 33. 208 22 973.50 973.04 163415.6 -317.9 -160. 293. 133 23 973.50 972.93 163099.8 -315.8 -159. 293. 134 24 973.50 972.80 162728.0 -371.8 -187. 294. 107 25 973.50 972.82 162785.2 57.2 29. 297. 326 26 973.50 972.83 162813.8 28.6 14. 296. 310 27 973.50 972.95 163157.0 343.2 173. 33. 206 28 973.50 973.06 163473.4 316.4 160. 33. 193 29 973.50 973.10 163589.0 115.6 58. 289. 347 30 973.50 973.04 163415.6 -173.4 -87. 296. 209 31 973.50 972.96 163185.6 -230.0 -116. 296. 180 + ____________________________________________________________________________ TOTAL FOR MONTH................ -1877.3 1424. -2368. 7044. 6100. NET CHANGE IN DAY-SECOND-FEET.. -946. -944. 944. AVERAGE FLOW IN C.F.S.......... -30. 227. 197. CHANGE IN CONTENTS FOR MO.(4).. -1877.3 (1) COMPUTATIONS BASED ON THE APRIL 1989 CAPACITY TABLE. (2) BY 24-HOUR CLOCK, TIME IS 2400(MIDN.) OF DAY INDICATED UNLESS OTHERWISE NOTED. AVERAGE FLOW OR CHANGE IN RESERVOIR CONTENTS ARE FOR PERIOD ENDING AT TIME INDICATED. (3) BASED ON PROJECT RECORDS. DOES NOT INCLUDE EVAPORATION LOSSES. (4) BASED ON TOTAL CONTENTS AT BEGINNING AND END OF MONTH. 1 RESERVOIR INFLOW COMPUTATIONS (1) SMITH RIVER, VA. PHILPOTT LAKE AUGUST 1991 ELEVATION,NGVD29 TOTAL CHANGE IN CONTENTS FLOW, CFS + ________________ __________________ _________ (2) RULE RESERVOIR CONTENTS ACRE - DAY-SEC-FEET (3) DATE HOUR CURVE LEVEL AF FEET STORED DRAWDOWN OUTFLOW INFLOW + ____ ____ _____ _________ ________ _____ ______ ________ _______ ______ 973.50 972.96 163185.6 1 973.47 972.86 162899.6 -286.0 -144. 302. 158 2 973.43 972.76 162613.6 -286.0 -144. 296. 152 3 973.40 972.82 162785.2 171.6 87. 33. 120 4 973.37 972.89 162985.4 200.2 101. 33. 134 5 973.33 972.80 162728.0 -257.4 -130. 245. 115 6 973.30 972.72 162499.2 -228.8 -115. 237. 122 7 973.27 972.73 162527.8 28.6 14. 244. 258 8 973.23 972.69 162413.4 -114.4 -58. 296. 238 9 973.20 972.62 162213.2 -200.2 -101. 244. 143 10 973.17 972.69 162413.4 200.2 101. 33. 134 11 973.13 972.75 162585.0 171.6 87. 33. 120 12 973.10 972.62 162213.2 -371.8 -187. 299. 112 13 973.07 972.50 161870.0 -343.2 -173. 297. 124 14 973.03 972.41 161612.6 -257.4 -130. 297. 167 15 973.00 972.30 161298.0 -314.6 -159. 297. 138 16 972.97 972.17 160926.2 -371.8 -187. 297. 110 17 972.94 972.22 161069.2 143.0 72. 34. 106 18 972.91 972.27 161212.2 143.0 72. 34. 106 19 972.88 972.19 160983.4 -228.8 -115. 297. 182 20 972.84 972.09 160697.4 -286.0 -144. 298. 154 21 972.81 971.96 160327.6 -369.8 -186. 294. 108 22 972.78 971.81 159906.1 -421.5 -213. 298. 85 23 972.75 971.67 159512.7 -393.4 -198. 297. 99 24 972.72 971.70 159597.0 84.3 43. 34. 77 25 972.69 971.74 159709.4 112.4 57. 34. 91 26 972.66 971.60 159316.0 -393.4 -198. 297. 99 27 972.63 971.56 159203.6 -112.4 -57. 297. 240 28 972.59 971.52 159091.2 -112.4 -57. 297. 240 29 972.56 971.32 158529.2 -562.0 -283. 403. 120 30 972.53 971.11 157939.1 -590.1 -298. 403. 105 31 972.50 971.17 158107.7 168.6 85. 34. 119 + ____________________________________________________________________________ TOTAL FOR MONTH................ -5077.9 719. -3277. 6834. 4276. NET CHANGE IN DAY-SECOND-FEET.. -2560. -2558. 2558. AVERAGE FLOW IN C.F.S.......... -83. 220. 138. CHANGE IN CONTENTS FOR MO.(4).. -5077.9 (1) COMPUTATIONS BASED ON THE APRIL 1989 CAPACITY TABLE. (2) BY 24-HOUR CLOCK, TIME IS 2400(MIDN.) OF DAY INDICATED UNLESS OTHERWISE NOTED. AVERAGE FLOW OR CHANGE IN RESERVOIR CONTENTS ARE FOR PERIOD ENDING AT TIME INDICATED. (3) BASED ON PROJECT RECORDS. DOES NOT INCLUDE EVAPORATION LOSSES. (4) BASED ON TOTAL CONTENTS AT BEGINNING AND END OF MONTH. 1 RESERVOIR INFLOW COMPUTATIONS (1) SMITH RIVER, VA. PHILPOTT LAKE SEPTEMBER 1991 ELEVATION,NGVD29 TOTAL CHANGE IN CONTENTS FLOW, CFS + ________________ __________________ _________ (2) RULE RESERVOIR CONTENTS ACRE - DAY-SEC-FEET (3) DATE HOUR CURVE LEVEL AF FEET STORED DRAWDOWN OUTFLOW INFLOW + ____ ____ _____ _________ ________ _____ ______ ________ _______ ______ 972.50 971.17 158107.7 1 972.47 971.21 158220.1 112.4 57. 34. 91 2 972.43 971.17 158107.7 -112.4 -57. 138. 81 3 972.40 971.06 157798.6 -309.1 -156. 245. 89 4 972.37 970.96 157518.4 -280.2 -141. 245. 104 5 972.33 970.94 157462.6 -55.8 -28. 245. 217 6 972.30 970.91 157378.9 -83.7 -42. 245. 203 7 972.27 971.06 157798.6 419.7 212. 34. 246 8 972.23 971.12 157967.2 168.6 85. 34. 119 9 972.20 971.18 158135.8 168.6 85. 31. 116 10 972.17 971.07 157826.7 -309.1 -156. 241. 85 11 972.13 970.90 157351.0 -475.7 -240. 348. 108 12 972.10 970.80 157072.0 -279.0 -141. 241. 100 13 972.07 970.58 156458.2 -613.8 -309. 403. 94 14 972.03 970.64 156625.6 167.4 84. 34. 118 15 972.00 970.69 156765.1 139.5 70. 34. 104 16 971.97 970.54 156346.6 -418.5 -211. 300. 89 17 971.93 970.43 156039.7 -306.9 -155. 244. 89 18 971.90 970.32 155732.8 -306.9 -155. 241. 86 19 971.87 970.22 155453.8 -279.0 -141. 242. 101 20 971.83 970.11 155146.9 -306.9 -155. 243. 88 21 971.80 970.12 155174.8 27.9 14. 38. 52 22 971.77 970.14 155230.6 55.8 28. 40. 68 23 971.73 970.03 154923.7 -306.9 -155. 244. 89 24 971.70 969.92 154620.0 -303.7 -153. 241. 88 25 971.67 969.82 154345.0 -275.0 -139. 246. 107 26 971.63 969.70 154015.0 -330.0 -166. 246. 80 27 971.60 969.55 153602.5 -412.5 -208. 255. 47 28 971.57 969.57 153657.5 55.0 28. 40. 68 29 971.53 969.59 153712.5 55.0 28. 40. 68 30 971.50 969.50 153465.0 -247.5 -125. 200. 75 + ____________________________________________________________________________ TOTAL FOR MONTH................ -4642.7 691. -3033. 5412. 3070. NET CHANGE IN DAY-SECOND-FEET.. -2341. -2342. 2342. AVERAGE FLOW IN C.F.S.......... -78. 180. 102. CHANGE IN CONTENTS FOR MO.(4).. -4642.7 (1) COMPUTATIONS BASED ON THE APRIL 1989 CAPACITY TABLE. (2) BY 24-HOUR CLOCK, TIME IS 2400(MIDN.) OF DAY INDICATED UNLESS OTHERWISE NOTED. AVERAGE FLOW OR CHANGE IN RESERVOIR CONTENTS ARE FOR PERIOD ENDING AT TIME INDICATED. (3) BASED ON PROJECT RECORDS. DOES NOT INCLUDE EVAPORATION LOSSES. (4) BASED ON TOTAL CONTENTS AT BEGINNING AND END OF MONTH. 1 RESERVOIR INFLOW COMPUTATIONS (1) SMITH RIVER, VA. PHILPOTT LAKE OCTOBER 1991 ELEVATION,NGVD29 TOTAL CHANGE IN CONTENTS FLOW, CFS + ________________ __________________ _________ (2) RULE RESERVOIR CONTENTS ACRE - DAY-SEC-FEET (3) DATE HOUR CURVE LEVEL AF FEET STORED DRAWDOWN OUTFLOW INFLOW + ____ ____ _____ _________ ________ _____ ______ ________ _______ ______ 971.50 969.50 153465.0 1 971.50 969.47 153382.5 -82.5 -42. 93. 51 2 971.50 969.46 153355.0 -27.5 -14. 94. 80 3 971.50 969.44 153300.0 -55.0 -28. 94. 66 4 971.50 969.41 153217.5 -82.5 -42. 93. 51 5 971.50 969.53 153547.5 330.0 166. 40. 206 6 971.50 969.55 153602.5 55.0 28. 41. 69 7 971.50 969.44 153300.0 -302.5 -153. 199. 46 8 971.50 969.34 153025.0 -275.0 -139. 192. 53 9 971.50 969.24 152750.0 -275.0 -139. 199. 60 10 971.50 969.15 152502.5 -247.5 -125. 199. 74 11 971.50 969.05 152227.5 -275.0 -139. 199. 60 12 971.50 969.06 152255.0 27.5 14. 41. 55 13 971.50 969.08 152310.0 55.0 28. 41. 69 14 971.50 968.98 152035.8 -274.2 -138. 210. 72 15 971.50 968.87 151737.7 -298.1 -150. 200. 50 16 971.50 968.79 151520.9 -216.8 -109. 199. 90 17 971.50 968.68 151222.8 -298.1 -150. 199. 49 18 971.50 968.58 150951.8 -271.0 -137. 199. 62 19 971.50 968.60 151006.0 54.2 27. 38. 65 20 971.50 968.61 151033.1 27.1 14. 38. 52 21 971.50 968.60 151006.0 -27.1 -14. 91. 77 22 971.50 968.58 150951.8 -54.2 -27. 92. 65 23 971.50 968.57 150924.7 -27.1 -14. 91. 77 24 971.50 968.56 150897.6 -27.1 -14. 91. 77 25 971.50 968.56 150897.6 0.0 0. 92. 92 26 971.50 968.59 150978.9 81.3 41. 38. 79 27 971.50 968.61 151033.1 54.2 26.(5) 38. 64 28 971.50 968.61 151033.1 0.0 0. 91. 91 29 971.50 968.59 150978.9 -54.2 -27. 92. 65 30 971.50 968.57 150924.7 -54.2 -27. 91. 64 31 971.50 968.56 150897.6 -27.1 -14. 92. 78 + ____________________________________________________________________________ TOTAL FOR MONTH................ -2567.4 344. -1642. 3507. 2209. NET CHANGE IN DAY-SECOND-FEET.. -1298. -1298. 1298. AVERAGE FLOW IN C.F.S.......... -42. 113. 71. CHANGE IN CONTENTS FOR MO.(4).. -2567.4 (1) COMPUTATIONS BASED ON THE APRIL 1989 CAPACITY TABLE. (2) BY 24-HOUR CLOCK, TIME IS 2400(MIDN.) OF DAY INDICATED UNLESS OTHERWISE NOTED. AVERAGE FLOW OR CHANGE IN RESERVOIR CONTENTS ARE FOR PERIOD ENDING AT TIME INDICATED. (3) BASED ON PROJECT RECORDS. DOES NOT INCLUDE EVAPORATION LOSSES. (4) BASED ON TOTAL CONTENTS AT BEGINNING AND END OF MONTH. (5) ADJUSTED FOR 25-HOUR DAY (CONVERTING FROM EDT TO EST). 1 RESERVOIR INFLOW COMPUTATIONS (1) SMITH RIVER, VA. PHILPOTT LAKE NOVEMBER 1991 ELEVATION,NGVD29 TOTAL CHANGE IN CONTENTS FLOW, CFS + ________________ __________________ _________ (2) RULE RESERVOIR CONTENTS ACRE - DAY-SEC-FEET (3) DATE HOUR CURVE LEVEL AF FEET STORED DRAWDOWN OUTFLOW INFLOW + ____ ____ _____ _________ ________ _____ ______ ________ _______ ______ 971.50 968.56 150897.6 1 971.50 968.53 150816.3 -81.3 -41. 92. 51 2 971.50 968.55 150870.5 54.2 27. 38. 65 3 971.50 968.58 150951.8 81.3 41. 38. 79 4 971.50 968.54 150843.4 -108.4 -55. 92. 37 5 971.50 968.58 150951.8 108.4 55. 35. 90 6 971.50 968.61 151033.1 81.3 41. 38. 79 7 971.50 968.55 150870.5 -162.6 -82. 145. 63 8 971.50 968.53 150816.3 -54.2 -27. 92. 65 9 971.50 968.56 150897.6 81.3 41. 38. 79 10 971.50 968.92 151873.2 975.6 492. 38. 530 11 971.50 968.99 152062.9 189.7 96. 91. 187 12 971.50 969.01 152117.5 54.6 28. 91. 119 13 971.50 969.01 152117.5 0.0 0. 91. 91 14 971.50 969.00 152090.0 -27.5 -14. 91. 77 15 971.50 969.00 152090.0 0.0 0. 91. 91 16 971.50 969.04 152200.0 110.0 55. 38. 93 17 971.50 969.07 152282.5 82.5 42. 38. 80 18 971.50 969.06 152255.0 -27.5 -14. 91. 77 19 971.50 969.05 152227.5 -27.5 -14. 91. 77 20 971.50 969.06 152255.0 27.5 14. 91. 105 21 971.50 969.06 152255.0 0.0 0. 91. 91 22 971.50 969.15 152502.5 247.5 125. 91. 216 23 971.50 969.22 152695.0 192.5 97. 38. 135 24 971.50 969.27 152832.5 137.5 69. 38. 107 25 971.50 969.26 152805.0 -27.5 -14. 90. 76 26 971.50 969.24 152750.0 -55.0 -28. 91. 63 27 971.50 969.22 152695.0 -55.0 -28. 91. 63 28 971.50 969.26 152805.0 110.0 55. 38. 93 29 971.50 969.21 152667.5 -137.5 -69. 144. 75 30 971.50 969.26 152805.0 137.5 69. 38. 107 + ____________________________________________________________________________ TOTAL FOR MONTH................ 1907.4 1347. -386. 2200. 3161. NET CHANGE IN DAY-SECOND-FEET.. 962. 961. 961. AVERAGE FLOW IN C.F.S.......... 32. 73. 105. CHANGE IN CONTENTS FOR MO.(4).. 1907.4 (1) COMPUTATIONS BASED ON THE APRIL 1989 CAPACITY TABLE. (2) BY 24-HOUR CLOCK, TIME IS 2400(MIDN.) OF DAY INDICATED UNLESS OTHERWISE NOTED. AVERAGE FLOW OR CHANGE IN RESERVOIR CONTENTS ARE FOR PERIOD ENDING AT TIME INDICATED. (3) BASED ON PROJECT RECORDS. DOES NOT INCLUDE EVAPORATION LOSSES. (4) BASED ON TOTAL CONTENTS AT BEGINNING AND END OF MONTH. 1 RESERVOIR INFLOW COMPUTATIONS (1) SMITH RIVER, VA. PHILPOTT LAKE DECEMBER 1991 ELEVATION,NGVD29 TOTAL CHANGE IN CONTENTS FLOW, CFS + ________________ __________________ _________ (2) RULE RESERVOIR CONTENTS ACRE - DAY-SEC-FEET (3) DATE HOUR CURVE LEVEL AF FEET STORED DRAWDOWN OUTFLOW INFLOW + ____ ____ _____ _________ ________ _____ ______ ________ _______ ______ 971.50 969.26 152805.0 1 971.50 969.46 153355.0 550.0 277. 38. 315 2 971.50 969.61 153767.5 412.5 208. 91. 299 3 971.50 970.05 154979.5 1212.0 611. 91. 702 4 971.50 970.23 155481.7 502.2 253. 91. 344 5 971.50 970.30 155677.0 195.3 98. 90. 188 6 971.50 970.34 155788.6 111.6 56. 91. 147 7 971.50 970.40 155956.0 167.4 84. 38. 122 8 971.50 970.46 156123.4 167.4 84. 38. 122 9 971.50 970.52 156290.8 167.4 84. 90. 174 10 971.50 970.55 156374.5 83.7 42. 90. 132 11 971.50 970.56 156402.4 27.9 14. 90. 104 12 971.50 970.57 156430.3 27.9 14. 88. 102 13 971.50 970.60 156514.0 83.7 42. 86. 128 14 971.50 970.68 156737.2 223.2 113. 32. 145 15 971.50 970.72 156848.8 111.6 56. 32. 88 16 971.50 970.72 156848.8 0.0 0. 85. 85 17 971.50 970.73 156876.7 27.9 14. 85. 99 18 971.50 970.73 156876.7 0.0 0. 85. 85 19 971.50 970.72 156848.8 -27.9 -14. 85. 71 20 971.50 970.72 156848.8 0.0 0. 85. 85 21 971.50 970.76 156960.4 111.6 56. 32. 88 22 971.50 970.81 157099.9 139.5 70. 32. 102 23 971.50 970.83 157155.7 55.8 28. 85. 113 24 971.50 970.84 157183.6 27.9 14. 85. 99 25 971.50 970.84 157183.6 0.0 0. 85. 85 26 971.50 970.84 157183.6 0.0 0. 84. 84 27 971.50 970.84 157183.6 0.0 0. 85. 85 28 971.50 971.06 157798.6 615.0 310. 32. 342 29 971.50 971.44 158866.4 1067.8 538. 32. 570 30 971.50 971.52 159091.2 224.8 113. 85. 198 31 971.50 971.58 159259.8 168.6 85. 84. 169 + ____________________________________________________________________________ TOTAL FOR MONTH................ 6454.8 3264. -14. 2222. 5472. NET CHANGE IN DAY-SECOND-FEET.. 3254. 3250. 3250. AVERAGE FLOW IN C.F.S.......... 105. 72. 177. CHANGE IN CONTENTS FOR MO.(4).. 6454.8 (1) COMPUTATIONS BASED ON THE APRIL 1989 CAPACITY TABLE. (2) BY 24-HOUR CLOCK, TIME IS 2400(MIDN.) OF DAY INDICATED UNLESS OTHERWISE NOTED. AVERAGE FLOW OR CHANGE IN RESERVOIR CONTENTS ARE FOR PERIOD ENDING AT TIME INDICATED. (3) BASED ON PROJECT RECORDS. DOES NOT INCLUDE EVAPORATION LOSSES. (4) BASED ON TOTAL CONTENTS AT BEGINNING AND END OF MONTH. 1 RESERVOIR INFLOW COMPUTATIONS (1) SMITH RIVER, VA. PHILPOTT LAKE JANUARY 1992 ELEVATION,NGVD29 TOTAL CHANGE IN CONTENTS FLOW, CFS + ________________ __________________ _________ (2) RULE RESERVOIR CONTENTS ACRE - DAY-SEC-FEET (3) DATE HOUR CURVE LEVEL AF FEET STORED DRAWDOWN OUTFLOW INFLOW + ____ ____ _____ _________ ________ _____ ______ ________ _______ ______ 971.50 971.58 159259.8 1 971.50 971.61 159344.1 84.3 43. 85. 128 2 971.50 971.65 159456.5 112.4 57. 84. 141 3 971.50 972.75 162585.0 3128.5 1577. 84. 1661 4 971.50 974.27 166978.4 4393.4 2215. 693. 2908 5 971.50 973.75 165467.5 -1510.9 -762. 1380. 618 6 971.50 973.16 163762.4 -1705.1 -860. 1226. 366 7 971.50 972.82 162785.2 -977.2 -493. 772. 279 8 971.50 972.46 161755.6 -1029.6 -519. 771. 252 9 971.50 972.07 160640.2 -1115.4 -562. 771. 209 10 971.50 971.65 159456.5 -1183.7 -597. 772. 175 11 971.50 971.76 159765.6 309.1 156. 32. 188 12 971.50 971.85 160018.5 252.9 128. 32. 160 13 971.50 971.78 159821.8 -196.7 -99. 290. 191 14 971.50 971.74 159709.4 -112.4 -57. 291. 234 15 971.50 971.69 159568.9 -140.5 -71. 289. 218 16 971.50 971.59 159287.9 -281.0 -142. 290. 148 17 971.50 971.46 158922.6 -365.3 -184. 296. 112 18 971.50 971.56 159203.6 281.0 142. 32. 174 19 971.50 971.63 159400.3 196.7 99. 32. 131 20 971.50 971.60 159316.0 -84.3 -43. 191. 148 21 971.50 971.56 159203.6 -112.4 -57. 191. 134 22 971.50 971.52 159091.2 -112.4 -57. 191. 134 23 971.50 971.70 159597.0 505.8 255. 191. 446 24 971.50 971.83 159962.3 365.3 184. 191. 375 25 971.50 971.98 160383.8 421.5 213. 32. 245 26 971.50 972.10 160726.0 342.2 173. 32. 205 27 971.50 972.09 160697.4 -28.6 -14. 190. 176 28 971.50 972.08 160668.8 -28.6 -14. 191. 177 29 971.50 972.06 160611.6 -57.2 -29. 191. 162 30 971.50 972.04 160554.4 -57.2 -29. 191. 162 31 971.50 972.01 160468.6 -85.8 -43. 190. 147 + ____________________________________________________________________________ TOTAL FOR MONTH................ 1208.8 5242. -4632. 10194. 10804. NET CHANGE IN DAY-SECOND-FEET.. 609. 610. 610. AVERAGE FLOW IN C.F.S.......... 20. 329. 349. CHANGE IN CONTENTS FOR MO.(4).. 1208.8 (1) COMPUTATIONS BASED ON THE APRIL 1989 CAPACITY TABLE. (2) BY 24-HOUR CLOCK, TIME IS 2400(MIDN.) OF DAY INDICATED UNLESS OTHERWISE NOTED. AVERAGE FLOW OR CHANGE IN RESERVOIR CONTENTS ARE FOR PERIOD ENDING AT TIME INDICATED. (3) BASED ON PROJECT RECORDS. DOES NOT INCLUDE EVAPORATION LOSSES. (4) BASED ON TOTAL CONTENTS AT BEGINNING AND END OF MONTH. 1 RESERVOIR INFLOW COMPUTATIONS (1) SMITH RIVER, VA. PHILPOTT LAKE FEBRUARY 1992 ELEVATION,NGVD29 TOTAL CHANGE IN CONTENTS FLOW, CFS + ________________ __________________ _________ (2) RULE RESERVOIR CONTENTS ACRE - DAY-SEC-FEET (3) DATE HOUR CURVE LEVEL AF FEET STORED DRAWDOWN OUTFLOW INFLOW + ____ ____ _____ _________ ________ _____ ______ ________ _______ ______ 971.50 972.01 160468.6 1 971.53 972.09 160697.4 228.8 115. 32. 147 2 971.57 972.15 160869.0 171.6 87. 32. 119 3 971.60 972.12 160783.2 -85.8 -43. 191. 148 4 971.63 972.14 160840.4 57.2 29. 85. 114 5 971.67 972.18 160954.8 114.4 58. 85. 143 6 971.70 972.14 160840.4 -114.4 -58. 191. 133 7 971.73 972.09 160697.4 -143.0 -72. 191. 119 8 971.77 972.15 160869.0 171.6 87. 32. 119 9 971.80 972.20 161012.0 143.0 72. 32. 104 10 971.83 972.15 160869.0 -143.0 -72. 191. 119 11 971.87 972.10 160726.0 -143.0 -72. 191. 119 12 971.90 972.05 160583.0 -143.0 -72. 191. 119 13 971.93 972.01 160468.6 -114.4 -58. 191. 133 14 971.97 971.96 160327.6 -141.0 -71. 191. 120 15 972.00 972.12 160783.2 455.6 230. 32. 262 16 972.04 972.26 161183.6 400.4 202. 32. 234 17 972.07 972.25 161155.0 -28.6 -14. 191. 177 18 972.11 972.25 161155.0 0.0 0. 190. 190 19 972.14 972.23 161097.8 -57.2 -29. 191. 162 20 972.18 972.21 161040.6 -57.2 -29. 191. 162 21 972.21 972.17 160926.2 -114.4 -58. 191. 133 22 972.25 972.25 161155.0 228.8 115. 32. 147 23 972.29 972.36 161469.6 314.6 159. 32. 191 24 972.32 972.36 161469.6 0.0 0. 243. 243 25 972.36 972.53 161955.8 486.2 245. 243. 488 26 972.39 973.25 164022.5 2066.7 1042. 243. 1285 27 972.43 973.50 164745.0 722.5 364. 242. 606 28 972.46 973.64 165149.6 404.6 204. 188. 392 29 972.50 973.80 165612.0 462.4 233. 32. 265 + ____________________________________________________________________________ TOTAL FOR MONTH................ 5143.4 3242. -648. 4099. 6693. NET CHANGE IN DAY-SECOND-FEET.. 2593. 2594. 2594. AVERAGE FLOW IN C.F.S.......... 89. 141. 231. CHANGE IN CONTENTS FOR MO.(4).. 5143.4 (1) COMPUTATIONS BASED ON THE APRIL 1989 CAPACITY TABLE. (2) BY 24-HOUR CLOCK, TIME IS 2400(MIDN.) OF DAY INDICATED UNLESS OTHERWISE NOTED. AVERAGE FLOW OR CHANGE IN RESERVOIR CONTENTS ARE FOR PERIOD ENDING AT TIME INDICATED. (3) BASED ON PROJECT RECORDS. DOES NOT INCLUDE EVAPORATION LOSSES. (4) BASED ON TOTAL CONTENTS AT BEGINNING AND END OF MONTH. 1 RESERVOIR INFLOW COMPUTATIONS (1) SMITH RIVER, VA. PHILPOTT LAKE MARCH 1992 ELEVATION,NGVD29 TOTAL CHANGE IN CONTENTS FLOW, CFS + ________________ __________________ _________ (2) RULE RESERVOIR CONTENTS ACRE - DAY-SEC-FEET (3) DATE HOUR CURVE LEVEL AF FEET STORED DRAWDOWN OUTFLOW INFLOW + ____ ____ _____ _________ ________ _____ ______ ________ _______ ______ 972.50 973.80 165612.0 1 972.53 973.94 166016.6 404.6 204. 32. 236 2 972.57 973.68 165265.2 -751.4 -379. 607. 228 3 972.60 973.41 164484.9 -780.3 -393. 608. 215 4 972.63 973.12 163646.8 -838.1 -423. 609. 186 5 972.67 972.82 162785.2 -861.6 -434. 612. 178 6 972.70 972.64 162270.4 -514.8 -260. 612. 352 7 972.73 973.08 163531.2 1260.8 636. 32. 668 8 972.77 973.33 164253.7 722.5 364. 32. 396 9 972.80 973.40 164456.0 202.3 102. 189. 291 10 972.83 973.62 165091.8 635.8 321. 189. 510 11 972.87 973.96 166074.4 982.6 495. 189. 684 12 972.90 974.14 166598.8 524.4 264. 188. 452 13 972.93 974.22 166832.4 233.6 118. 188. 306 14 972.97 974.40 167358.0 525.6 265. 32. 297 15 973.00 974.52 167708.4 350.4 177. 32. 209 16 973.03 974.38 167299.6 -408.8 -206. 448. 242 17 973.06 974.22 166832.4 -467.2 -236. 448. 212 18 973.09 974.07 166394.4 -438.0 -221. 448. 227 19 973.13 973.93 165987.7 -406.7 -205. 449. 244 20 973.16 973.77 165525.3 -462.4 -233. 450. 217 21 973.19 973.87 165814.3 289.0 146. 32. 178 22 973.22 973.97 166103.3 289.0 146. 32. 178 23 973.25 973.85 165756.5 -346.8 -175. 345. 170 24 973.28 973.73 165409.7 -346.8 -175. 347. 172 25 973.31 973.63 165120.7 -289.0 -146. 346. 200 26 973.34 973.69 165294.1 173.4 87. 347. 434 27 973.38 973.63 165120.7 -173.4 -87. 346. 259 28 973.41 973.74 165438.6 317.9 160. 32. 192 29 973.44 973.86 165785.4 346.8 175. 32. 207 30 973.47 973.86 165785.4 0.0 0. 189. 189 31 973.50 973.86 165785.4 0.0 0. 189. 189 + ____________________________________________________________________________ TOTAL FOR MONTH................ 173.4 3660. -3573. 8631. 8718. NET CHANGE IN DAY-SECOND-FEET.. 87. 87. 87. AVERAGE FLOW IN C.F.S.......... 3. 278. 281. CHANGE IN CONTENTS FOR MO.(4).. 173.4 (1) COMPUTATIONS BASED ON THE APRIL 1989 CAPACITY TABLE. (2) BY 24-HOUR CLOCK, TIME IS 2400(MIDN.) OF DAY INDICATED UNLESS OTHERWISE NOTED. AVERAGE FLOW OR CHANGE IN RESERVOIR CONTENTS ARE FOR PERIOD ENDING AT TIME INDICATED. (3) BASED ON PROJECT RECORDS. DOES NOT INCLUDE EVAPORATION LOSSES. (4) BASED ON TOTAL CONTENTS AT BEGINNING AND END OF MONTH. 1 RESERVOIR INFLOW COMPUTATIONS (1) SMITH RIVER, VA. PHILPOTT LAKE APRIL 1992 ELEVATION,NGVD29 TOTAL CHANGE IN CONTENTS FLOW, CFS + ________________ __________________ _________ (2) RULE RESERVOIR CONTENTS ACRE - DAY-SEC-FEET (3) DATE HOUR CURVE LEVEL AF FEET STORED DRAWDOWN OUTFLOW INFLOW + ____ ____ _____ _________ ________ _____ ______ ________ _______ ______ 973.50 973.86 165785.4 1 973.50 973.85 165756.5 -28.9 -15. 189. 174 2 973.50 973.82 165669.8 -86.7 -44. 189. 145 3 973.50 973.82 165669.8 0.0 0. 189. 189 4 973.50 973.95 166045.5 375.7 189. 32. 221 5 973.50 974.04 166306.8 261.3 137.(5) 32. 169 6 973.50 973.96 166074.4 -232.4 -117. 293. 176 7 973.50 973.88 165843.2 -231.2 -117. 293. 176 8 973.50 973.79 165583.1 -260.1 -131. 293. 162 9 973.50 973.70 165323.0 -260.1 -131. 293. 162 10 973.50 973.62 165091.8 -231.2 -117. 293. 176 11 973.50 973.70 165323.0 231.2 117. 32. 149 12 973.50 973.78 165554.2 231.2 117. 32. 149 13 973.50 973.76 165496.4 -57.8 -29. 188. 159 14 973.50 973.72 165380.8 -115.6 -58. 189. 131 15 973.50 973.69 165294.1 -86.7 -44. 189. 145 16 973.50 973.66 165207.4 -86.7 -44. 189. 145 17 973.50 973.69 165294.1 86.7 44. 189. 233 18 973.50 973.78 165554.2 260.1 131. 32. 163 19 973.50 973.86 165785.4 231.2 117. 32. 149 20 973.50 973.96 166074.4 289.0 146. 188. 334 21 973.50 980.72 186530.8 20456.4 10313. 187. 10500 22 973.50 982.23 191332.9 4802.1 2421. 1014. 3435 23 973.50 979.85 183805.0 -7527.9 -3795. 4876. 1081 24 973.50 976.64 173990.0 -9815.0 -4948. 5738. 790 25 973.50 975.71 171211.6 -2778.4 -1401. 1927. 526 26 973.50 975.08 169346.8 -1864.8 -940. 1361. 421 27 973.50 974.80 168526.0 -820.8 -414. 814. 400 28 973.50 974.55 167796.0 -730.0 -368. 759. 391 29 973.50 974.25 166920.0 -876.0 -442. 758. 316 30 973.50 973.96 166074.4 -845.6 -426. 759. 333 + ____________________________________________________________________________ TOTAL FOR MONTH................ 289.0 13732. -13581. 21549. 21700. NET CHANGE IN DAY-SECOND-FEET.. 151. 151. 151. AVERAGE FLOW IN C.F.S.......... 5. 718. 723. CHANGE IN CONTENTS FOR MO.(4).. 289.0 (1) COMPUTATIONS BASED ON THE APRIL 1989 CAPACITY TABLE. (2) BY 24-HOUR CLOCK, TIME IS 2400(MIDN.) OF DAY INDICATED UNLESS OTHERWISE NOTED. AVERAGE FLOW OR CHANGE IN RESERVOIR CONTENTS ARE FOR PERIOD ENDING AT TIME INDICATED. (3) BASED ON PROJECT RECORDS. DOES NOT INCLUDE EVAPORATION LOSSES. (4) BASED ON TOTAL CONTENTS AT BEGINNING AND END OF MONTH. (5) ADJUSTED FOR 23-HOUR DAY (CONVERTING FROM EST TO EDT). 1 RESERVOIR INFLOW COMPUTATIONS (1) SMITH RIVER, VA. PHILPOTT LAKE MAY 1992 ELEVATION,NGVD29 TOTAL CHANGE IN CONTENTS FLOW, CFS + ________________ __________________ _________ (2) RULE RESERVOIR CONTENTS ACRE - DAY-SEC-FEET (3) DATE HOUR CURVE LEVEL AF FEET STORED DRAWDOWN OUTFLOW INFLOW + ____ ____ _____ _________ ________ _____ ______ ________ _______ ______ 973.50 973.96 166074.4 1 973.50 973.65 165178.5 -895.9 -452. 762. 310 2 973.50 973.82 165669.8 491.3 248. 32. 280 3 973.50 973.98 166132.2 462.4 233. 32. 265 4 973.50 973.95 166045.5 -86.7 -44. 292. 248 5 973.50 974.01 166219.2 173.7 88. 292. 380 6 973.50 974.06 166365.2 146.0 74. 292. 366 7 973.50 973.81 165640.9 -724.3 -365. 657. 292 8 973.50 973.75 165467.5 -173.4 -87. 658. 571 9 973.50 974.04 166306.8 839.3 423. 32. 455 10 973.50 974.26 166949.2 642.4 324. 32. 356 11 973.50 974.24 166890.8 -58.4 -29. 343. 314 12 973.50 974.20 166774.0 -116.8 -59. 343. 284 13 973.50 974.16 166657.2 -116.8 -59. 343. 284 14 973.50 973.89 165872.1 -785.1 -396. 654. 258 15 973.50 973.64 165149.6 -722.5 -364. 658. 294 16 973.50 974.01 166219.2 1069.6 539. 32. 571 17 973.50 975.01 169139.6 2920.4 1472. 32. 1504 18 973.50 974.91 168847.2 -292.4 -147. 602. 455 19 973.50 974.40 167358.0 -1489.2 -751. 1176. 425 20 973.50 974.10 166482.0 -876.0 -442. 758. 316 21 973.50 973.79 165583.1 -898.9 -453. 760. 307 22 973.50 973.44 164571.6 -1011.5 -510. 764. 254 23 973.50 973.59 165005.1 433.5 219. 32. 251 24 973.50 973.72 165380.8 375.7 189. 32. 221 25 973.50 973.86 165785.4 404.6 204. 32. 236 26 973.50 973.75 165467.5 -317.9 -160. 397. 237 27 973.50 973.65 165178.5 -289.0 -146. 398. 252 28 973.50 973.63 165120.7 -57.8 -29. 399. 370 29 973.50 973.60 165034.0 -86.7 -44. 503. 459 30 973.50 973.98 166132.2 1098.2 554. 32. 586 31 973.50 974.24 166890.8 758.6 382. 32. 414 + ____________________________________________________________________________ TOTAL FOR MONTH................ 816.4 4949. -4537. 11403. 11815. NET CHANGE IN DAY-SECOND-FEET.. 412. 412. 412. AVERAGE FLOW IN C.F.S.......... 13. 368. 381. CHANGE IN CONTENTS FOR MO.(4).. 816.4 (1) COMPUTATIONS BASED ON THE APRIL 1989 CAPACITY TABLE. (2) BY 24-HOUR CLOCK, TIME IS 2400(MIDN.) OF DAY INDICATED UNLESS OTHERWISE NOTED. AVERAGE FLOW OR CHANGE IN RESERVOIR CONTENTS ARE FOR PERIOD ENDING AT TIME INDICATED. (3) BASED ON PROJECT RECORDS. DOES NOT INCLUDE EVAPORATION LOSSES. (4) BASED ON TOTAL CONTENTS AT BEGINNING AND END OF MONTH. 1 RESERVOIR INFLOW COMPUTATIONS (1) SMITH RIVER, VA. PHILPOTT LAKE JUNE 1992 ELEVATION,NGVD29 TOTAL CHANGE IN CONTENTS FLOW, CFS + ________________ __________________ _________ (2) RULE RESERVOIR CONTENTS ACRE - DAY-SEC-FEET (3) DATE HOUR CURVE LEVEL AF FEET STORED DRAWDOWN OUTFLOW INFLOW + ____ ____ _____ _________ ________ _____ ______ ________ _______ ______ 973.50 974.24 166890.8 1 973.50 974.33 167153.6 262.8 132. 195. 327 2 973.50 974.18 166715.6 -438.0 -221. 500. 279 3 973.50 974.01 166219.2 -496.4 -250. 499. 249 4 973.50 975.21 169731.6 3512.4 1771. 579. 2350 5 973.50 977.16 175554.8 5823.2 2936. 846. 3782 6 973.50 977.23 175766.9 212.1 107. 1340. 1447 7 973.50 976.86 174650.0 -1116.9 -563. 1343. 780 8 973.50 976.79 174440.0 -210.0 -106. 1347. 1241 9 973.50 976.91 174800.0 360.0 182. 1350. 1532 10 973.50 976.07 172280.0 -2520.0 -1271. 2370. 1099 11 973.50 974.96 168993.2 -3286.8 -1657. 2411. 754 12 973.50 974.41 167387.2 -1606.0 -810. 1423. 613 13 973.50 973.86 165785.4 -1601.8 -808. 1318. 510 14 973.50 974.18 166715.6 930.2 469. 32. 501 15 973.50 974.46 167533.2 817.6 412. 396. 808 16 973.50 975.52 170649.2 3116.0 1571. 617. 2188 17 973.50 975.07 169317.2 -1332.0 -672. 1361. 689 18 973.50 974.51 167679.2 -1638.0 -826. 1370. 544 19 973.50 973.98 166132.2 -1547.0 -780. 1268. 488 20 973.50 974.24 166890.8 758.6 382. 32. 414 21 973.50 974.50 167650.0 759.2 383. 32. 415 22 973.50 974.40 167358.0 -292.0 -147. 499. 352 23 973.50 974.29 167036.8 -321.2 -162. 500. 338 24 973.50 974.19 166744.8 -292.0 -147. 500. 353 25 973.50 974.08 166423.6 -321.2 -162. 500. 338 26 973.50 974.19 166744.8 321.2 162. 500. 662 27 973.50 974.43 167445.6 700.8 353. 32. 385 28 973.50 974.62 168000.4 554.8 280. 32. 312 29 973.50 974.52 167708.4 -292.0 -147. 447. 300 30 973.50 974.28 167007.6 -700.8 -353. 656. 303 + ____________________________________________________________________________ TOTAL FOR MONTH................ 116.8 9140. -9082. 24295. 24353. NET CHANGE IN DAY-SECOND-FEET.. 59. 58. 58. AVERAGE FLOW IN C.F.S.......... 2. 810. 812. CHANGE IN CONTENTS FOR MO.(4).. 116.8 (1) COMPUTATIONS BASED ON THE APRIL 1989 CAPACITY TABLE. (2) BY 24-HOUR CLOCK, TIME IS 2400(MIDN.) OF DAY INDICATED UNLESS OTHERWISE NOTED. AVERAGE FLOW OR CHANGE IN RESERVOIR CONTENTS ARE FOR PERIOD ENDING AT TIME INDICATED. (3) BASED ON PROJECT RECORDS. DOES NOT INCLUDE EVAPORATION LOSSES. (4) BASED ON TOTAL CONTENTS AT BEGINNING AND END OF MONTH. 1 RESERVOIR INFLOW COMPUTATIONS (1) SMITH RIVER, VA. PHILPOTT LAKE JULY 1992 ELEVATION,NGVD29 TOTAL CHANGE IN CONTENTS FLOW, CFS + ________________ __________________ _________ (2) RULE RESERVOIR CONTENTS ACRE - DAY-SEC-FEET (3) DATE HOUR CURVE LEVEL AF FEET STORED DRAWDOWN OUTFLOW INFLOW + ____ ____ _____ _________ ________ _____ ______ ________ _______ ______ 973.50 974.28 167007.6 1 973.50 974.06 166365.2 -642.4 -324. 655. 331 2 973.50 973.81 165640.9 -724.3 -365. 656. 291 3 973.50 973.56 164918.4 -722.5 -364. 659. 295 4 973.50 973.71 165351.9 433.5 219. 32. 251 5 973.50 973.84 165727.6 375.7 189. 32. 221 6 973.50 973.84 165727.6 0.0 0. 292. 292 7 973.50 973.80 165612.0 -115.6 -58. 293. 235 8 973.50 973.76 165496.4 -115.6 -58. 293. 235 9 973.50 973.72 165380.8 -115.6 -58. 292. 234 10 973.50 973.67 165236.3 -144.5 -73. 293. 220 11 973.50 973.78 165554.2 317.9 160. 32. 192 12 973.50 973.89 165872.1 317.9 160. 32. 192 13 973.50 973.78 165554.2 -317.9 -160. 345. 185 14 973.50 973.68 165265.2 -289.0 -146. 345. 199 15 973.50 973.60 165034.0 -231.2 -117. 346. 229 16 973.50 973.58 164976.2 -57.8 -29. 344. 315 17 973.50 973.68 165265.2 289.0 146. 75. 221 18 973.50 973.80 165612.0 346.8 175. 33. 208 19 973.50 973.90 165901.0 289.0 146. 33. 179 20 973.50 973.81 165640.9 -260.1 -131. 293. 162 21 973.50 973.74 165438.6 -202.3 -102. 293. 191 22 973.50 973.78 165554.2 115.6 58. 293. 351 23 973.50 973.85 165756.5 202.3 102. 293. 395 24 973.50 973.95 166045.5 289.0 146. 293. 439 25 973.50 974.08 166423.6 378.1 191. 32. 223 26 973.50 974.20 166774.0 350.4 177. 32. 209 27 973.50 974.14 166598.8 -175.2 -88. 292. 204 28 973.50 974.06 166365.2 -233.6 -118. 292. 174 29 973.50 973.98 166132.2 -233.0 -117. 293. 176 30 973.50 973.88 165843.2 -289.0 -146. 294. 148 31 973.50 973.78 165554.2 -289.0 -146. 322. 176 + ____________________________________________________________________________ TOTAL FOR MONTH................ -1453.4 1869. -2600. 8104. 7373. NET CHANGE IN DAY-SECOND-FEET.. -733. -731. 731. AVERAGE FLOW IN C.F.S.......... -24. 261. 238. CHANGE IN CONTENTS FOR MO.(4).. -1453.4 (1) COMPUTATIONS BASED ON THE APRIL 1989 CAPACITY TABLE. (2) BY 24-HOUR CLOCK, TIME IS 2400(MIDN.) OF DAY INDICATED UNLESS OTHERWISE NOTED. AVERAGE FLOW OR CHANGE IN RESERVOIR CONTENTS ARE FOR PERIOD ENDING AT TIME INDICATED. (3) BASED ON PROJECT RECORDS. DOES NOT INCLUDE EVAPORATION LOSSES. (4) BASED ON TOTAL CONTENTS AT BEGINNING AND END OF MONTH. 1 RESERVOIR INFLOW COMPUTATIONS (1) SMITH RIVER, VA. PHILPOTT LAKE AUGUST 1992 ELEVATION,NGVD29 TOTAL CHANGE IN CONTENTS FLOW, CFS + ________________ __________________ _________ (2) RULE RESERVOIR CONTENTS ACRE - DAY-SEC-FEET (3) DATE HOUR CURVE LEVEL AF FEET STORED DRAWDOWN OUTFLOW INFLOW + ____ ____ _____ _________ ________ _____ ______ ________ _______ ______ 973.50 973.78 165554.2 1 973.47 973.84 165727.6 173.4 87. 60. 147 2 973.43 973.88 165843.2 115.6 58. 61. 119 3 973.40 973.78 165554.2 -289.0 -146. 299. 153 4 973.37 973.68 165265.2 -289.0 -146. 294. 148 5 973.33 973.59 165005.1 -260.1 -131. 294. 163 6 973.30 973.50 164745.0 -260.1 -131. 294. 163 7 973.27 973.41 164484.9 -260.1 -131. 294. 163 8 973.23 973.50 164745.0 260.1 131. 32. 163 9 973.20 973.59 165005.1 260.1 131. 32. 163 10 973.17 973.48 164687.2 -317.9 -160. 294. 134 11 973.13 973.38 164398.2 -289.0 -146. 294. 148 12 973.10 973.56 164918.4 520.2 262. 295. 557 13 973.07 973.69 165294.1 375.7 189. 293. 482 14 973.03 973.69 165294.1 0.0 0. 293. 293 15 973.00 973.82 165669.8 375.7 189. 32. 221 16 972.97 973.94 166016.6 346.8 175. 32. 207 17 972.94 973.76 165496.4 -520.2 -262. 449. 187 18 972.91 973.65 165178.5 -317.9 -160. 450. 290 19 972.88 973.51 164773.9 -404.6 -204. 451. 247 20 972.84 973.31 164195.9 -578.0 -291. 453. 162 21 972.81 973.10 163589.0 -606.9 -306. 454. 148 22 972.78 973.17 163791.3 202.3 102. 32. 134 23 972.75 973.25 164022.5 231.2 117. 32. 149 24 972.72 973.07 163502.3 -520.2 -262. 401. 139 25 972.69 972.89 162985.4 -516.9 -261. 402. 141 26 972.66 972.74 162556.4 -429.0 -216. 395. 179 27 972.63 972.58 162098.8 -457.6 -231. 401. 170 28 972.59 972.72 162499.2 400.4 202. 402. 604 29 972.56 972.86 162899.6 400.4 202. 32. 234 30 972.53 972.96 163185.6 286.0 144. 32. 176 31 972.50 972.89 162985.4 -200.2 -101. 243. 142 + ____________________________________________________________________________ TOTAL FOR MONTH................ -2568.8 1989. -3285. 7822. 6526. NET CHANGE IN DAY-SECOND-FEET.. -1295. -1296. 1296. AVERAGE FLOW IN C.F.S.......... -42. 252. 211. CHANGE IN CONTENTS FOR MO.(4).. -2568.8 (1) COMPUTATIONS BASED ON THE APRIL 1989 CAPACITY TABLE. (2) BY 24-HOUR CLOCK, TIME IS 2400(MIDN.) OF DAY INDICATED UNLESS OTHERWISE NOTED. AVERAGE FLOW OR CHANGE IN RESERVOIR CONTENTS ARE FOR PERIOD ENDING AT TIME INDICATED. (3) BASED ON PROJECT RECORDS. DOES NOT INCLUDE EVAPORATION LOSSES. (4) BASED ON TOTAL CONTENTS AT BEGINNING AND END OF MONTH.    RESERVOIR INFLOW COMPUTATIONS (1) SMITH RIVER, VA. PHILPOTT LAKE SEPTEMBER 1992 ELEVATION,NGVD29 TOTAL CHANGE IN CONTENTS FLOW, CFS ________________ __________________ _________ (2) NORMAL RESERVOIR CONTENTS ACRE - DAY-SEC-FEET (3) DATE HOUR LEVEL LEVEL AF FEET STORED DRAWDOWN OUTFLOW INFLOW ____ ____ _____ _________ ________ _____ ______ ________ _______ ______ 972.50 972.89 162985.4 1 972.47 972.82 162785.7 -199.7 -101. 243. 142 2 972.43 972.74 162556.9 -228.8 -115. 244. 129 3 972.40 972.67 162356.7 -200.2 -101. 243. 142 4 972.37 972.71 162471.2 114.5 58. 244. 302 5 972.33 973.53 164832.3 2361.1 1190. 32. 1222 6 972.30 973.72 165381.2 548.9 277. 32. 309 7 972.27 973.71 165352.5 -28.8 -14. 241. 227 8 972.23 973.60 165034.4 -318.0 -160. 609. 449 9 972.20 973.33 164254.3 -780.2 -393. 608. 215 10 972.17 973.07 163502.8 -751.4 -379. 611. 232 11 972.13 972.74 162556.9 -946.0 -477. 719. 242 12 972.10 972.82 162785.7 228.8 115. 32. 147 13 972.07 972.90 163014.6 228.8 115. 32. 147 14 972.03 972.69 162413.9 -600.7 -303. 455. 152 15 972.00 972.47 161784.6 -629.3 -317. 454. 137 16 971.97 972.24 161126.9 -657.7 -332. 455. 123 17 971.93 972.02 160497.8 -629.1 -317. 454. 137 18 971.90 971.79 159850.3 -647.4 -326. 454. 128 19 971.87 971.86 160047.1 196.7 99. 32. 131 20 971.83 971.93 160243.8 196.7 99. 32. 131 21 971.80 971.86 160047.1 -196.7 -99. 244. 145 22 971.77 971.79 159850.3 -196.7 -99. 243. 144 23 971.73 971.70 159597.5 -252.8 -127. 243. 116 24 971.70 971.61 159344.6 -253.0 -128. 243. 115 25 971.67 971.51 159063.6 -280.9 -142. 243. 101 26 971.63 971.57 159232.2 168.6 85. 32. 117 27 971.60 971.68 159541.3 309.1 156. 31. 187 28 971.57 971.65 159457.1 -84.2 -42. 240. 198 29 971.53 971.60 159316.4 -140.6 -71. 209. 138 30 971.50 971.28 158417.4 -899.1 -453. 546. 93 TOTAL FOR MONTH................ -4568.1 2194. -4496. 8500. 6198. NET CHANGE IN DAY-SECOND-FEET.. -2303. -2302. 2302. AVERAGE FLOW IN C.F.S.......... -77. 283. 207. CHANGE IN CONTENTS FOR MO.(4).. -4568.1 (1) COMPUTATIONS BASED ON THE APRIL 1989 CAPACITY TABLE. (2) BY 24-HOUR CLOCK, TIME IS 2400(MIDN.) OF DAY INDICATED UNLESS OTHERWISE NOTED. AVERAGE FLOW OR CHANGE IN RESERVOIR CONTENTS ARE FOR PERIOD ENDING AT TIME INDICATED. (3) BASED ON PROJECT RECORDS. DOES NOT INCLUDE EVAPORATION LOSSES. (4) BASED ON TOTAL CONTENTS AT BEGINNING AND END OF MONTH. 1 RESERVOIR INFLOW COMPUTATIONS (1) SMITH RIVER, VA. PHILPOTT LAKE OCTOBER 1992 ELEVATION,NGVD29 TOTAL CHANGE IN CONTENTS FLOW, CFS + ________________ __________________ _________ (2) RULE RESERVOIR CONTENTS ACRE - DAY-SEC-FEET (3) DATE HOUR CURVE LEVEL AF FEET STORED DRAWDOWN OUTFLOW INFLOW + ____ ____ _____ _________ ________ _____ ______ ________ _______ ______ 971.50 971.28 158416.8 1 971.50 971.19 158163.9 -252.9 -128. 240. 112 2 971.50 971.09 157882.9 -281.0 -142. 241. 99 3 971.50 971.15 158051.5 168.6 85. 32. 117 4 971.50 971.38 158697.8 646.3 326. 32. 358 5 971.50 971.47 158950.7 252.9 128. 187. 315 6 971.50 971.45 158894.5 -56.2 -28. 188. 160 7 971.50 971.42 158810.2 -84.3 -43. 188. 145 8 971.50 971.39 158725.9 -84.3 -43. 195. 152 9 971.50 971.52 159091.2 365.3 184. 200. 384 10 971.50 971.64 159428.4 337.2 170. 32. 202 11 971.50 971.73 159681.3 252.9 128. 32. 160 12 971.50 971.69 159568.9 -112.4 -57. 195. 138 13 971.50 971.65 159456.5 -112.4 -57. 195. 138 14 971.50 971.70 159597.0 140.5 71. 33. 104 15 971.50 971.57 159231.7 -365.3 -184. 294. 110 16 971.50 971.49 159006.9 -224.8 -113. 244. 131 17 971.50 971.54 159147.4 140.5 71. 32. 103 18 971.50 971.60 159316.0 168.6 85. 32. 117 19 971.50 971.52 159091.2 -224.8 -113. 191. 78 20 971.50 971.45 158894.5 -196.7 -99. 190. 91 21 971.50 971.40 158754.0 -140.5 -71. 191. 120 22 971.50 971.35 158613.5 -140.5 -71. 191. 120 23 971.50 971.29 158444.9 -168.6 -85. 191. 106 24 971.50 971.35 158613.5 168.6 85. 32. 117 25 971.50 971.41 158782.1 168.6 82.(5) 32. 114 26 971.50 971.35 158613.5 -168.6 -85. 191. 106 27 971.50 971.30 158473.0 -140.5 -71. 190. 119 28 971.50 971.25 158332.5 -140.5 -71. 191. 120 29 971.50 971.20 158192.0 -140.5 -71. 190. 119 30 971.50 971.19 158163.9 -28.1 -14. 191. 177 31 971.50 971.40 158754.0 590.1 298. 32. 330 + ____________________________________________________________________________ TOTAL FOR MONTH................ 337.2 1713. -1546. 4595. 4762. NET CHANGE IN DAY-SECOND-FEET.. 167. 167. 167. AVERAGE FLOW IN C.F.S.......... 5. 148. 154. CHANGE IN CONTENTS FOR MO.(4).. 337.2 (1) COMPUTATIONS BASED ON THE APRIL 1989 CAPACITY TABLE. (2) BY 24-HOUR CLOCK, TIME IS 2400(MIDN.) OF DAY INDICATED UNLESS OTHERWISE NOTED. AVERAGE FLOW OR CHANGE IN RESERVOIR CONTENTS ARE FOR PERIOD ENDING AT TIME INDICATED. (3) BASED ON PROJECT RECORDS. DOES NOT INCLUDE EVAPORATION LOSSES. (4) BASED ON TOTAL CONTENTS AT BEGINNING AND END OF MONTH. (5) ADJUSTED FOR 25-HOUR DAY (CONVERTING FROM EDT TO EST). 1 RESERVOIR INFLOW COMPUTATIONS (1) SMITH RIVER, VA. PHILPOTT LAKE NOVEMBER 1992 ELEVATION,NGVD29 TOTAL CHANGE IN CONTENTS FLOW, CFS + ________________ __________________ _________ (2) RULE RESERVOIR CONTENTS ACRE - DAY-SEC-FEET (3) DATE HOUR CURVE LEVEL AF FEET STORED DRAWDOWN OUTFLOW INFLOW + ____ ____ _____ _________ ________ _____ ______ ________ _______ ______ 971.50 971.40 158754.0 1 971.50 971.51 159063.1 309.1 156. 32. 188 2 971.50 971.70 159597.0 533.9 269. 190. 459 3 971.50 971.90 160159.0 562.0 283. 191. 474 4 971.50 972.07 160640.2 481.2 243. 190. 433 5 971.50 972.20 161012.0 371.8 187. 190. 377 6 971.50 972.25 161155.0 143.0 72. 190. 262 7 971.50 972.39 161555.4 400.4 202. 32. 234 8 971.50 972.50 161870.0 314.6 159. 32. 191 9 971.50 972.37 161498.2 -371.8 -187. 349. 162 10 971.50 972.24 161126.4 -371.8 -187. 349. 162 11 971.50 972.10 160726.0 -400.4 -202. 348. 146 12 971.50 972.90 163014.0 2288.0 1154. 348. 1502 13 971.50 973.35 164311.5 1297.5 654. 348. 1002 14 971.50 973.16 163762.4 -549.1 -277. 663. 386 15 971.50 973.34 164282.6 520.2 262. 32. 294 16 971.50 973.05 163444.5 -838.1 -423. 664. 241 17 971.50 972.75 162585.0 -859.5 -433. 667. 234 18 971.50 972.45 161727.0 -858.0 -433. 667. 234 19 971.50 972.11 160754.6 -972.4 -490. 667. 177 20 971.50 971.79 159849.9 -904.7 -456. 667. 211 21 971.50 972.01 160468.6 618.7 312. 32. 344 22 971.50 972.45 161727.0 1258.4 634. 32. 666 23 971.50 973.05 163444.5 1717.5 866. 349. 1215 24 971.50 973.21 163906.9 462.4 233. 349. 582 25 971.50 973.38 164398.2 491.3 248. 663. 911 26 971.50 973.45 164600.5 202.3 102. 661. 763 27 971.50 973.35 164311.5 -289.0 -146. 661. 515 28 971.50 973.60 165034.0 722.5 364. 32. 396 29 971.50 973.81 165640.9 606.9 306. 32. 338 30 971.50 973.56 164918.4 -722.5 -364. 659. 295 + ____________________________________________________________________________ TOTAL FOR MONTH................ 6164.4 6706. -3598. 10286. 13394. NET CHANGE IN DAY-SECOND-FEET.. 3108. 3108. 3108. AVERAGE FLOW IN C.F.S.......... 104. 343. 446. CHANGE IN CONTENTS FOR MO.(4).. 6164.4 (1) COMPUTATIONS BASED ON THE APRIL 1989 CAPACITY TABLE. (2) BY 24-HOUR CLOCK, TIME IS 2400(MIDN.) OF DAY INDICATED UNLESS OTHERWISE NOTED. AVERAGE FLOW OR CHANGE IN RESERVOIR CONTENTS ARE FOR PERIOD ENDING AT TIME INDICATED. (3) BASED ON PROJECT RECORDS. DOES NOT INCLUDE EVAPORATION LOSSES. (4) BASED ON TOTAL CONTENTS AT BEGINNING AND END OF MONTH. 1 RESERVOIR INFLOW COMPUTATIONS (1) SMITH RIVER, VA. PHILPOTT LAKE DECEMBER 1992 ELEVATION,NGVD29 TOTAL CHANGE IN CONTENTS FLOW, CFS + ________________ __________________ _________ (2) RULE RESERVOIR CONTENTS ACRE - DAY-SEC-FEET (3) DATE HOUR CURVE LEVEL AF FEET STORED DRAWDOWN OUTFLOW INFLOW + ____ ____ _____ _________ ________ _____ ______ ________ _______ ______ 971.50 973.56 164918.4 1 971.50 973.31 164195.9 -722.5 -364. 662. 298 2 971.50 973.03 163386.7 -809.2 -408. 665. 257 3 971.50 972.72 162499.2 -887.5 -447. 665. 218 4 971.50 972.40 161584.0 -915.2 -461. 667. 206 5 971.50 972.52 161927.2 343.2 173. 32. 205 6 971.50 972.65 162299.0 371.8 187. 32. 219 7 971.50 972.39 161555.4 -743.6 -375. 562. 187 8 971.50 972.15 160869.0 -686.4 -346. 555. 209 9 971.50 971.88 160102.8 -766.2 -386. 561. 175 10 971.50 971.84 159990.4 -112.4 -57. 562. 505 11 971.50 971.71 159625.1 -365.3 -184. 562. 378 12 971.50 971.89 160130.9 505.8 255. 32. 287 13 971.50 972.02 160497.2 366.3 185. 32. 217 14 971.50 972.06 160611.6 114.4 58. 187. 245 15 971.50 972.07 160640.2 28.6 14. 190. 204 16 971.50 972.10 160726.0 85.8 43. 191. 234 17 971.50 972.23 161097.8 371.8 187. 191. 378 18 971.50 972.32 161355.2 257.4 130. 191. 321 19 971.50 972.50 161870.0 514.8 260. 32. 292 20 971.50 972.67 162356.2 486.2 245. 32. 277 21 971.50 972.57 162070.2 -286.0 -144. 402. 258 22 971.50 972.45 161727.0 -343.2 -173. 403. 230 23 971.50 972.34 161412.4 -314.6 -159. 402. 243 24 971.50 972.20 161012.0 -400.4 -202. 403. 201 25 971.50 972.13 160811.8 -200.2 -101. 296. 195 26 971.50 972.27 161212.2 400.4 202. 32. 234 27 971.50 972.40 161584.0 371.8 187. 32. 219 28 971.50 972.34 161412.4 -171.6 -87. 456. 369 29 971.50 972.25 161155.0 -257.4 -130. 456. 326 30 971.50 972.16 160897.6 -257.4 -130. 403. 273 31 971.50 972.05 160583.0 -314.6 -159. 402. 243 + ____________________________________________________________________________ TOTAL FOR MONTH................ -4335.4 2126. -4313. 10290. 8103. NET CHANGE IN DAY-SECOND-FEET.. -2186. -2187. 2187. AVERAGE FLOW IN C.F.S.......... -71. 332. 261. CHANGE IN CONTENTS FOR MO.(4).. -4335.4 (1) COMPUTATIONS BASED ON THE APRIL 1989 CAPACITY TABLE. (2) BY 24-HOUR CLOCK, TIME IS 2400(MIDN.) OF DAY INDICATED UNLESS OTHERWISE NOTED. AVERAGE FLOW OR CHANGE IN RESERVOIR CONTENTS ARE FOR PERIOD ENDING AT TIME INDICATED. (3) BASED ON PROJECT RECORDS. DOES NOT INCLUDE EVAPORATION LOSSES. (4) BASED ON TOTAL CONTENTS AT BEGINNING AND END OF MONTH. RESERVOIR INFLOW COMPUTATIONS (1) SMITH RIVER, VA. PHILPOTT LAKE JANUARY 1993 ELEVATION,NGVD29 TOTAL CHANGE IN CONTENTS FLOW, CFS ________________ __________________ _________ (2) NORMAL RESERVOIR CONTENTS ACRE - DAY-SEC-FEET (3) DATE HOUR LEVEL LEVEL AF FEET STORED DRAWDOWN OUTFLOW INFLOW ____ ____ _____ _________ ________ _____ ______ ________ _______ ______ 971.50 972.05 160583.0 1 971.50 972.16 160898.0 315.0 159. 85. 244 2 971.50 972.29 161269.8 371.8 187. 32. 219 3 971.50 972.42 161641.7 371.8 187. 32. 219 4 971.50 972.32 161355.7 -285.9 -144. 508. 364 5 971.50 973.17 163791.8 2436.0 1228. 455. 1683 6 971.50 973.04 163416.0 -375.7 -189. 760. 571 7 971.50 972.83 162814.3 -601.7 -303. 771. 468 8 971.50 972.70 162442.5 -371.8 -187. 879. 692 9 971.50 973.12 163647.3 1204.8 607. 771. 1378 10 971.50 973.65 165179.1 1531.8 772. 32. 804 11 971.50 973.60 165034.4 -144.7 -73. 714. 641 12 971.50 973.49 164716.6 -317.8 -160. 818. 658 13 971.50 973.31 164196.4 -520.2 -262. 820. 558 14 971.50 973.09 163560.7 -635.7 -321. 769. 448 15 971.50 972.84 162843.0 -717.7 -362. 773. 411 16 971.50 973.08 163531.8 688.8 347. 32. 379 17 971.50 973.30 164167.5 635.7 321. 32. 353 18 971.50 973.10 163589.4 -578.0 -291. 611. 320 19 971.50 972.89 162985.9 -603.5 -304. 613. 309 20 971.50 972.63 162242.3 -743.6 -375. 666. 291 21 971.50 972.67 162356.7 114.3 58. 667. 725 22 971.50 972.73 162528.3 171.6 87. 561. 648 23 971.50 973.04 163416.0 887.8 448. 32. 480 24 971.50 973.39 164427.6 1011.6 510. 32. 542 25 971.50 973.33 164254.3 -173.4 -87. 559. 472 26 971.50 973.09 163560.7 -693.6 -350. 770. 420 27 971.50 972.82 162785.7 -775.0 -391. 771. 380 28 971.50 972.54 161984.8 -800.9 -404. 773. 369 29 971.50 972.23 161098.3 -886.6 -447. 773. 326 30 971.50 972.42 161641.7 543.4 274. 32. 306 31 971.50 972.60 162156.4 514.8 260. 32. 292 TOTAL FOR MONTH................ 1573.5 5445. -4650. 15175. 15970. NET CHANGE IN DAY-SECOND-FEET.. 793. 795. 795. AVERAGE FLOW IN C.F.S.......... 26. 490. 515. CHANGE IN CONTENTS FOR MO.(4).. 1573.5 (1) COMPUTATIONS BASED ON THE APRIL 1989 CAPACITY TABLE. (2) BY 24-HOUR CLOCK, TIME IS 2400(MIDN.) OF DAY INDICATED UNLESS OTHERWISE NOTED. AVERAGE FLOW OR CHANGE IN RESERVOIR CONTENTS ARE FOR PERIOD ENDING AT TIME INDICATED. (3) BASED ON PROJECT RECORDS. DOES NOT INCLUDE EVAPORATION LOSSES. (4) BASED ON TOTAL CONTENTS AT BEGINNING AND END OF MONTH. RESERVOIR INFLOW COMPUTATIONS (1) SMITH RIVER, VA. PHILPOTT LAKE FEBRUARY 1993 ELEVATION,NGVD29 TOTAL CHANGE IN CONTENTS FLOW, CFS ________________ __________________ _________ (2) NORMAL RESERVOIR CONTENTS ACRE - DAY-SEC-FEET (3) DATE HOUR LEVEL LEVEL AF FEET STORED DRAWDOWN OUTFLOW INFLOW ____ ____ _____ _________ ________ _____ ______ ________ _______ ______ 971.50 972.60 162155.9 1 971.53 972.48 161813.3 -342.7 -173. 456. 283 2 971.57 972.32 161355.7 -457.5 -231. 509. 278 3 971.60 972.16 160898.0 -457.7 -231. 514. 283 4 971.63 972.12 160783.7 -114.3 -58. 349. 291 5 971.67 972.05 160583.5 -200.2 -101. 349. 248 6 971.70 972.21 161041.2 457.7 231. 32. 263 7 971.73 972.36 161470.1 428.9 216. 32. 248 8 971.77 972.30 161298.5 -171.6 -87. 349. 262 9 971.80 972.23 161098.3 -200.2 -101. 350. 249 10 971.83 972.16 160898.0 -200.2 -101. 349. 248 11 971.87 972.12 160783.7 -114.3 -58. 348. 290 12 971.90 972.39 161555.9 772.3 389. 348. 737 13 971.93 972.29 161269.8 -286.1 -144. 555. 411 14 971.97 972.38 161527.3 257.5 130. 244. 374 15 972.00 972.49 161841.9 314.6 159. 189. 348 16 972.04 972.72 162499.6 657.7 332. 190. 522 17 972.08 972.65 162299.6 -200.0 -101. 560. 459 18 972.12 972.47 161784.6 -515.0 -260. 614. 354 19 972.15 972.32 161355.7 -428.9 -216. 561. 345 20 972.19 972.52 161927.8 572.0 288. 29. 317 21 972.23 973.24 163994.1 2066.3 1042. 30. 1072 22 972.27 973.48 164687.6 693.6 350. 452. 802 23 972.31 973.30 164167.5 -520.2 -262. 767. 505 24 972.35 973.06 163473.9 -693.6 -350. 770. 420 25 972.38 972.81 162757.1 -716.8 -361. 773. 412 26 972.42 972.57 162070.7 -686.4 -346. 774. 428 27 972.46 972.80 162728.5 657.8 332. 30. 362 28 972.50 973.01 163329.4 601.0 303. 30. 333 TOTAL FOR MONTH................ 1173.5 3772. -3181. 10553. 11144. NET CHANGE IN DAY-SECOND-FEET.. 592. 591. 591. AVERAGE FLOW IN C.F.S.......... 21. 377. 398. CHANGE IN CONTENTS FOR MO.(4).. 1173.5 (1) COMPUTATIONS BASED ON THE APRIL 1989 CAPACITY TABLE. (2) BY 24-HOUR CLOCK, TIME IS 2400(MIDN.) OF DAY INDICATED UNLESS OTHERWISE NOTED. AVERAGE FLOW OR CHANGE IN RESERVOIR CONTENTS ARE FOR PERIOD ENDING AT TIME INDICATED. (3) BASED ON PROJECT RECORDS. DOES NOT INCLUDE EVAPORATION LOSSES. (4) BASED ON TOTAL CONTENTS AT BEGINNING AND END OF MONTH. RESERVOIR INFLOW COMPUTATIONS (1) SMITH RIVER, VA. PHILPOTT LAKE MARCH 1993 ELEVATION,NGVD29 TOTAL CHANGE IN CONTENTS FLOW, CFS ________________ __________________ _________ (2) NORMAL RESERVOIR CONTENTS ACRE - DAY-SEC-FEET (3) DATE HOUR LEVEL LEVEL AF FEET STORED DRAWDOWN OUTFLOW INFLOW ____ ____ _____ _________ ________ _____ ______ ________ _______ ______ 972.50 973.01 163328.9 1 972.53 973.01 163329.4 .5 0. 349. 349 2 972.57 973.00 163300.5 -28.9 -15. 348. 333 3 972.60 973.11 163618.4 317.9 160. 348. 508 4 972.63 975.92 171833.7 8215.3 4142. 345. 4487 5 972.67 975.14 169524.9 -2308.7 -1164. 2333. 1169 6 972.70 974.24 166891.3 -2633.7 -1328. 2101. 773 7 972.73 974.12 166540.9 -350.4 -177. 760. 583 8 972.77 973.95 166046.0 -494.9 -249. 760. 511 9 972.80 973.76 165496.9 -549.1 -277. 761. 484 10 972.83 973.55 164890.0 -607.0 -306. 764. 458 11 972.87 973.30 164167.5 -722.5 -364. 767. 403 12 972.90 973.06 163473.9 -693.6 -350. 769. 419 13 972.93 973.54 164861.0 1387.1 699. 29. 728 14 972.97 973.78 165554.8 693.8 350. 29. 379 15 973.00 973.53 164832.3 -722.5 -364. 764. 400 16 973.03 973.60 165034.4 202.1 102. 293. 395 17 973.06 974.13 166570.1 1535.7 774. 293. 1067 18 973.09 974.26 166949.7 379.6 191. 761. 952 19 973.13 974.21 166803.8 -146.0 -74. 760. 686 20 973.16 974.60 167942.4 1138.7 574. 29. 603 21 973.19 975.09 169377.0 1434.6 723. 29. 752 22 973.22 974.99 169081.3 -295.7 -149. 980. 831 23 973.25 976.16 172550.4 3469.2 1749. 1364. 3113 24 973.28 977.63 176979.4 4429.0 2233. 1395. 3628 25 973.31 976.60 173870.4 -3109.0 -1567. 2797. 1230 26 973.34 975.16 169584.0 -4286.4 -2161. 3147. 986 27 973.38 975.94 171892.9 2308.9 1164. 1249. 2413 28 973.41 976.40 173270.6 1377.7 695. 859. 1554 29 973.44 976.20 172670.5 -600.0 -303. 1357. 1054 30 973.47 975.87 171685.7 -984.8 -497. 1359. 862 31 973.50 975.53 170679.4 -1006.3 -507. 1360. 853 TOTAL FOR MONTH................ 7350.5 13556. -9852. 29259. 32963. NET CHANGE IN DAY-SECOND-FEET.. 3706. 3704. 3704. AVERAGE FLOW IN C.F.S.......... 119. 944. 1063. CHANGE IN CONTENTS FOR MO.(4).. 7350.5 (1) COMPUTATIONS BASED ON THE APRIL 1989 CAPACITY TABLE. (2) BY 24-HOUR CLOCK, TIME IS 2400(MIDN.) OF DAY INDICATED UNLESS OTHERWISE NOTED. AVERAGE FLOW OR CHANGE IN RESERVOIR CONTENTS ARE FOR PERIOD ENDING AT TIME INDICATED. (3) BASED ON PROJECT RECORDS. DOES NOT INCLUDE EVAPORATION LOSSES. (4) BASED ON TOTAL CONTENTS AT BEGINNING AND END OF MONTH. RESERVOIR INFLOW COMPUTATIONS (1) SMITH RIVER, VA. PHILPOTT LAKE APRIL 1993 ELEVATION,NGVD29 TOTAL CHANGE IN CONTENTS FLOW, CFS ________________ __________________ _________ (2) NORMAL RESERVOIR CONTENTS ACRE - DAY-SEC-FEET (3) DATE HOUR LEVEL LEVEL AF FEET STORED DRAWDOWN OUTFLOW INFLOW ____ ____ _____ _________ ________ _____ ______ ________ _______ ______ 973.50 975.53 170678.9 1 973.50 975.16 169584.0 -1094.9 -552. 1359. 807 2 973.50 974.73 168322.0 -1262.0 -636. 1364. 728 3 973.50 974.30 167066.5 -1255.6 -633. 1264. 631 4 973.50 974.68 168176.1 1109.6 584.(5) 29. 613 5 973.50 974.70 168234.5 58.5 29. 760. 789 6 973.50 974.77 168439.0 204.4 103. 760. 863 7 973.50 974.79 168497.2 58.3 29. 759. 788 8 973.50 974.75 168380.5 -116.7 -59. 759. 700 9 973.50 974.75 168380.5 .0 0. 758. 758 10 973.50 974.98 169052.0 671.5 339. 808. 1147 11 973.50 974.61 167971.7 -1080.4 -545. 1337. 792 12 973.50 974.28 167008.2 -963.5 -486. 1176. 690 13 973.50 974.20 166774.5 -233.7 -118. 759. 641 14 973.50 974.09 166453.4 -321.2 -162. 758. 596 15 973.50 973.97 166103.7 -349.7 -176. 758. 582 16 973.50 973.97 166103.7 .0 0. 760. 760 17 973.50 974.32 167124.9 1021.2 515. 29. 544 18 973.50 974.67 168146.8 1021.9 515. 29. 544 19 973.50 974.57 167854.9 -291.9 -147. 654. 507 20 973.50 974.41 167387.6 -467.3 -236. 758. 522 21 973.50 974.27 166979.0 -408.7 -206. 759. 553 22 973.50 974.08 166424.2 -554.8 -280. 758. 478 23 973.50 973.89 165872.6 -551.5 -278. 759. 481 24 973.50 974.17 166686.8 814.2 410. 29. 439 25 973.50 974.46 167533.8 846.9 427. 29. 456 26 973.50 974.51 167679.7 146.0 74. 550. 624 27 973.50 974.46 167533.8 -146.0 -74. 551. 477 28 973.50 974.38 167300.1 -233.7 -118. 550. 432 29 973.50 974.30 167066.5 -233.6 -118. 551. 433 30 973.50 974.21 166803.8 -262.7 -132. 550. 418 TOTAL FOR MONTH................ -3875.1 3025. -4956. 20724. 18793. NET CHANGE IN DAY-SECOND-FEET.. -1931. -1931. 1931. AVERAGE FLOW IN C.F.S.......... -64. 691. 626. CHANGE IN CONTENTS FOR MO.(4).. -3875.1 (1) COMPUTATIONS BASED ON THE APRIL 1989 CAPACITY TABLE. (2) BY 24-HOUR CLOCK, TIME IS 2400(MIDN.) OF DAY INDICATED UNLESS OTHERWISE NOTED. AVERAGE FLOW OR CHANGE IN RESERVOIR CONTENTS ARE FOR PERIOD ENDING AT TIME INDICATED. (3) BASED ON PROJECT RECORDS. DOES NOT INCLUDE EVAPORATION LOSSES. (4) BASED ON TOTAL CONTENTS AT BEGINNING AND END OF MONTH. (5) ADJUSTED FOR 23-HOUR DAY (CONVERTING FROM EST TO EDT). RESERVOIR INFLOW COMPUTATIONS (1) SMITH RIVER, VA. PHILPOTT LAKE MAY 1993 ELEVATION,NGVD29 TOTAL CHANGE IN CONTENTS FLOW, CFS ________________ __________________ _________ (2) NORMAL RESERVOIR CONTENTS ACRE - DAY-SEC-FEET (3) DATE HOUR LEVEL LEVEL AF FEET STORED DRAWDOWN OUTFLOW INFLOW ____ ____ _____ _________ ________ _____ ______ ________ _______ ______ 973.50 974.21 166803.3 1 973.50 974.47 167562.8 759.5 383. 29. 412 2 973.50 974.73 168322.0 759.2 383. 29. 412 3 973.50 974.56 167825.7 -496.4 -250. 655. 405 4 973.50 974.53 167738.2 -87.5 -44. 655. 611 5 973.50 974.51 167679.7 -58.5 -29. 655. 626 6 973.50 974.39 167329.3 -350.4 -177. 654. 477 7 973.50 974.22 166832.8 -496.5 -250. 655. 405 8 973.50 974.48 167592.0 759.2 383. 29. 412 9 973.50 974.74 168351.3 759.2 383. 29. 412 10 973.50 974.42 167416.8 -934.4 -471. 862. 391 11 973.50 974.05 166336.5 -1080.4 -545. 909. 364 12 973.50 973.72 165381.2 -955.3 -482. 918. 436 13 973.50 973.43 164543.2 -838.0 -423. 921. 498 14 973.50 973.21 163907.5 -635.7 -321. 925. 604 15 973.50 973.47 164658.7 751.3 379. 29. 408 16 973.50 973.71 165352.5 693.8 350. 29. 379 17 973.50 973.82 165670.3 317.9 160. 187. 347 18 973.50 973.87 165814.8 144.5 73. 395. 468 19 973.50 973.91 165930.3 115.5 58. 394. 452 20 973.50 973.88 165843.7 -86.6 -44. 393. 349 21 973.50 973.83 165699.3 -144.5 -73. 395. 322 22 973.50 974.03 166278.2 578.9 292. 29. 321 23 973.50 974.21 166803.8 525.6 265. 29. 294 24 973.50 974.11 166511.7 -292.1 -147. 446. 299 25 973.50 974.04 166307.2 -204.4 -103. 446. 343 26 973.50 973.97 166103.7 -203.5 -103. 448. 345 27 973.50 973.87 165814.8 -288.9 -146. 447. 301 28 973.50 973.75 165468.0 -346.8 -175. 449. 274 29 973.50 973.93 165988.2 520.2 262. 29. 291 30 973.50 974.08 166424.2 436.0 220. 29. 249 31 973.50 973.91 165930.3 -493.8 -249. 550. 301 TOTAL FOR MONTH................ -872.9 3591. -4032. 12649. 12208. NET CHANGE IN DAY-SECOND-FEET.. -440. -441. 441. AVERAGE FLOW IN C.F.S.......... -14. 408. 394. CHANGE IN CONTENTS FOR MO.(4).. -872.9 (1) COMPUTATIONS BASED ON THE APRIL 1989 CAPACITY TABLE. (2) BY 24-HOUR CLOCK, TIME IS 2400(MIDN.) OF DAY INDICATED UNLESS OTHERWISE NOTED. AVERAGE FLOW OR CHANGE IN RESERVOIR CONTENTS ARE FOR PERIOD ENDING AT TIME INDICATED. (3) BASED ON PROJECT RECORDS. DOES NOT INCLUDE EVAPORATION LOSSES. (4) BASED ON TOTAL CONTENTS AT BEGINNING AND END OF MONTH. RESERVOIR INFLOW COMPUTATIONS (1) SMITH RIVER, VA. PHILPOTT LAKE JUNE 1993 ELEVATION,NGVD29 TOTAL CHANGE IN CONTENTS FLOW, CFS ________________ __________________ _________ (2) NORMAL RESERVOIR CONTENTS ACRE - DAY-SEC-FEET (3) DATE HOUR LEVEL LEVEL AF FEET STORED DRAWDOWN OUTFLOW INFLOW ____ ____ _____ _________ ________ _____ ______ ________ _______ ______ 973.50 973.91 165929.8 1 973.50 973.71 165352.5 -577.4 -291. 552. 261 2 973.50 973.50 164745.5 -607.0 -306. 553. 247 3 973.50 973.30 164167.5 -578.0 -291. 555. 264 4 973.50 973.20 163878.5 -288.9 -146. 560. 414 5 973.50 973.37 164369.8 491.3 248. 29. 277 6 973.50 973.52 164803.4 433.6 219. 29. 248 7 973.50 973.52 164803.4 .0 0. 240. 240 8 973.50 973.53 164832.3 28.9 15. 240. 255 9 973.50 973.45 164601.0 -231.3 -117. 345. 228 10 973.50 973.44 164572.1 -28.9 -15. 240. 225 11 973.50 973.42 164514.3 -57.9 -29. 241. 212 12 973.50 973.55 164890.0 375.7 189. 29. 218 13 973.50 973.84 165728.2 838.2 423. 30. 453 14 973.50 973.88 165843.7 115.5 58. 239. 297 15 973.50 973.88 165843.7 .0 0. 239. 239 16 973.50 973.88 165843.7 .0 0. 239. 239 17 973.50 973.95 166046.0 202.3 102. 134. 236 18 973.50 973.96 166075.0 28.9 15. 238. 253 19 973.50 974.09 166453.4 378.4 191. 29. 220 20 973.50 974.21 166803.8 350.4 177. 29. 206 21 973.50 974.12 166540.9 -262.9 -133. 343. 210 22 973.50 974.03 166278.2 -262.7 -132. 340. 208 23 973.50 973.92 165959.3 -318.9 -161. 340. 179 24 973.50 973.81 165641.4 -317.9 -160. 344. 184 25 973.50 973.68 165265.7 -375.7 -189. 344. 155 26 973.50 973.81 165641.4 375.7 189. 29. 218 27 973.50 973.91 165930.3 288.9 146. 29. 175 28 973.50 973.87 165814.8 -115.5 -58. 240. 182 29 973.50 973.87 165814.8 .0 0. 238. 238 30 973.50 973.84 165728.2 -86.6 -44. 239. 195 TOTAL FOR MONTH................ -201.7 1972. -2072. 7276. 7176. NET CHANGE IN DAY-SECOND-FEET.. -102. -100. 100. AVERAGE FLOW IN C.F.S.......... -3. 243. 239. CHANGE IN CONTENTS FOR MO.(4).. -201.7 (1) COMPUTATIONS BASED ON THE APRIL 1989 CAPACITY TABLE. (2) BY 24-HOUR CLOCK, TIME IS 2400(MIDN.) OF DAY INDICATED UNLESS OTHERWISE NOTED. AVERAGE FLOW OR CHANGE IN RESERVOIR CONTENTS ARE FOR PERIOD ENDING AT TIME INDICATED. (3) BASED ON PROJECT RECORDS. DOES NOT INCLUDE EVAPORATION LOSSES. (4) BASED ON TOTAL CONTENTS AT BEGINNING AND END OF MONTH. RESERVOIR INFLOW COMPUTATIONS (1) SMITH RIVER, VA. PHILPOTT LAKE JULY 1993 ELEVATION,NGVD29 TOTAL CHANGE IN CONTENTS FLOW, CFS ________________ __________________ _________ (2) NORMAL RESERVOIR CONTENTS ACRE - DAY-SEC-FEET (3) DATE HOUR LEVEL LEVEL AF FEET STORED DRAWDOWN OUTFLOW INFLOW ____ ____ _____ _________ ________ _____ ______ ________ _______ ______ 973.50 973.84 165727.7 1 973.50 973.96 166075.0 347.3 175. 73. 248 2 973.50 974.11 166511.7 436.7 220. 85. 305 3 973.50 974.33 167154.2 642.5 324. 29. 353 4 973.50 974.69 168205.3 1051.2 530. 29. 559 5 973.50 974.75 168380.5 175.2 88. 186. 274 6 973.50 974.65 168088.6 -291.9 -147. 342. 195 7 973.50 974.30 167066.5 -1022.1 -515. 708. 193 8 973.50 973.94 166017.1 -1049.4 -529. 706. 177 9 973.50 973.56 164918.9 -1098.2 -554. 708. 154 10 973.50 973.65 165179.1 260.2 131. 29. 160 11 973.50 973.80 165612.5 433.4 219. 31. 250 12 973.50 973.81 165641.4 28.9 15. 291. 306 13 973.50 973.75 165468.0 -173.4 -87. 343. 256 14 973.50 973.63 165121.2 -346.8 -175. 344. 169 15 973.50 973.59 165005.7 -115.5 -58. 291. 233 16 973.50 973.52 164803.4 -202.3 -102. 292. 190 17 973.50 973.60 165034.4 231.1 116. 29. 145 18 973.50 973.68 165265.7 231.3 117. 29. 146 19 973.50 973.54 164861.0 -404.6 -204. 500. 296 20 973.50 973.64 165150.1 289.1 146. 23. 169 21 973.50 973.71 165352.5 202.3 102. 30. 132 22 973.50 973.49 164716.6 -635.9 -321. 449. 128 23 973.50 973.27 164080.9 -635.7 -321. 450. 129 24 973.50 973.34 164283.2 202.3 102. 29. 131 25 973.50 973.45 164601.0 317.9 160. 30. 190 26 973.50 973.37 164369.8 -231.3 -117. 294. 177 27 973.50 973.27 164080.9 -288.9 -146. 293. 147 28 973.50 973.15 163734.1 -346.8 -175. 293. 118 29 973.50 973.02 163358.4 -375.7 -189. 294. 105 30 973.50 972.84 162843.0 -515.4 -260. 347. 87 31 973.50 972.88 162957.3 114.3 58. 30. 88 TOTAL FOR MONTH................ -2770.4 2503. -3900. 7607. 6210. NET CHANGE IN DAY-SECOND-FEET.. -1397. -1397. 1397. AVERAGE FLOW IN C.F.S.......... -45. 245. 200. CHANGE IN CONTENTS FOR MO.(4).. -2770.4 (1) COMPUTATIONS BASED ON THE APRIL 1989 CAPACITY TABLE. (2) BY 24-HOUR CLOCK, TIME IS 2400(MIDN.) OF DAY INDICATED UNLESS OTHERWISE NOTED. AVERAGE FLOW OR CHANGE IN RESERVOIR CONTENTS ARE FOR PERIOD ENDING AT TIME INDICATED. (3) BASED ON PROJECT RECORDS. DOES NOT INCLUDE EVAPORATION LOSSES. (4) BASED ON TOTAL CONTENTS AT BEGINNING AND END OF MONTH. RESERVOIR INFLOW COMPUTATIONS (1) SMITH RIVER, VA. PHILPOTT LAKE AUGUST 1993 ELEVATION,NGVD29 TOTAL CHANGE IN CONTENTS FLOW, CFS ________________ __________________ _________ (2) NORMAL RESERVOIR CONTENTS ACRE - DAY-SEC-FEET (3) DATE HOUR LEVEL LEVEL AF FEET STORED DRAWDOWN OUTFLOW INFLOW ____ ____ _____ _________ ________ _____ ______ ________ _______ ______ 973.50 972.88 162956.8 1 973.50 972.92 163071.7 114.8 58. 30. 88 2 973.50 972.78 162671.4 -400.3 -202. 294. 92 3 973.50 972.65 162299.6 -371.8 -187. 294. 107 4 973.50 972.53 161956.4 -343.2 -173. 294. 121 5 973.50 972.41 161613.0 -343.4 -173. 294. 121 6 973.50 972.43 161670.3 57.3 29. 294. 323 7 973.50 972.51 161899.1 228.8 115. 29. 144 8 973.50 972.58 162099.3 200.2 101. 30. 131 9 973.50 972.46 161756.2 -343.2 -173. 295. 122 10 973.50 972.33 161384.3 -371.8 -187. 294. 107 11 973.50 972.22 161069.6 -314.7 -159. 294. 135 12 973.50 972.11 160755.1 -314.5 -159. 294. 135 13 973.50 972.20 161012.5 257.5 130. 294. 424 14 973.50 972.34 161413.0 400.5 202. 29. 231 15 973.50 972.42 161641.7 228.7 115. 29. 144 16 973.50 972.30 161298.5 -343.2 -173. 294. 121 17 973.50 972.17 160926.7 -371.8 -187. 294. 107 18 973.50 972.05 160583.5 -343.2 -173. 294. 121 19 973.50 971.91 160187.5 -395.9 -200. 294. 94 20 973.50 971.81 159906.6 -280.9 -142. 294. 152 21 973.50 971.85 160018.9 112.3 57. 29. 86 22 973.50 971.88 160103.3 84.4 43. 29. 72 23 973.50 971.75 159738.0 -365.3 -184. 294. 110 24 973.50 971.60 159316.4 -421.6 -213. 294. 81 25 973.50 971.46 158923.2 -393.3 -198. 297. 99 26 973.50 971.44 158866.9 -56.3 -28. 296. 268 27 973.50 971.34 158586.0 -280.9 -142. 297. 155 28 973.50 971.35 158613.9 28.0 14. 33. 47 29 973.50 971.35 158613.9 .0 0. 33. 33 30 973.50 971.52 159091.8 477.8 241. 244. 485 31 973.50 971.32 158529.7 -562.0 -283. 244. -39 TOTAL FOR MONTH................ -4427.1 1105. -3336. 6648. 4417. NET CHANGE IN DAY-SECOND-FEET.. -2232. -2231. 2231. AVERAGE FLOW IN C.F.S.......... -72. 214. 142. CHANGE IN CONTENTS FOR MO.(4).. -4427.1 (1) COMPUTATIONS BASED ON THE APRIL 1989 CAPACITY TABLE. (2) BY 24-HOUR CLOCK, TIME IS 2400(MIDN.) OF DAY INDICATED UNLESS OTHERWISE NOTED. AVERAGE FLOW OR CHANGE IN RESERVOIR CONTENTS ARE FOR PERIOD ENDING AT TIME INDICATED. (3) BASED ON PROJECT RECORDS. DOES NOT INCLUDE EVAPORATION LOSSES. (4) BASED ON TOTAL CONTENTS AT BEGINNING AND END OF MONTH. RESERVOIR INFLOW COMPUTATIONS (1) SMITH RIVER, VA. PHILPOTT LAKE SEPTEMBER 1993 ELEVATION,NGVD29 TOTAL CHANGE IN CONTENTS FLOW, CFS ________________ __________________ _________ (2) NORMAL RESERVOIR CONTENTS ACRE - DAY-SEC-FEET (3) DATE HOUR LEVEL LEVEL AF FEET STORED DRAWDOWN OUTFLOW INFLOW ____ ____ _____ _________ ________ _____ ______ ________ _______ ______ 973.50 971.32 158529.2 1 973.50 971.20 158192.5 -336.7 -170. 244. 74 2 973.50 971.05 157771.0 -421.6 -213. 309. 96 3 973.50 970.60 156514.4 -1256.5 -634. 701. 67 4 973.50 970.66 156681.8 167.4 84. 34. 118 5 973.50 970.71 156821.5 139.6 70. 34. 104 6 973.50 970.60 156514.4 -307.0 -155. 245. 90 7 973.50 970.52 156291.4 -223.1 -112. 246. 134 8 973.50 970.47 156151.7 -139.6 -70. 245. 175 9 973.50 970.41 155984.3 -167.4 -84. 246. 162 10 973.50 970.30 155677.5 -306.9 -155. 247. 92 11 973.50 970.32 155733.3 55.9 28. 33. 61 12 973.50 970.35 155816.9 83.6 42. 33. 75 13 973.50 970.23 155482.1 -334.8 -169. 246. 77 14 973.50 970.10 155119.4 -362.7 -183. 246. 63 15 973.50 969.99 154813.0 -306.5 -155. 247. 92 16 973.50 970.02 154896.4 83.4 42. 246. 288 17 973.50 970.04 154952.0 55.7 28. 246. 274 18 973.50 970.30 155677.5 725.4 366. 33. 399 19 973.50 970.38 155900.7 223.3 113. 33. 146 20 973.50 970.29 155649.5 -251.2 -127. 245. 118 21 973.50 970.21 155426.5 -223.1 -112. 246. 134 22 973.50 970.10 155119.4 -307.0 -155. 246. 91 23 973.50 970.00 154840.5 -278.9 -141. 247. 106 24 973.50 969.88 154510.5 -330.0 -166. 246. 80 25 973.50 969.95 154703.0 192.5 97. 33. 130 26 973.50 970.01 154868.4 165.4 83. 33. 116 27 973.50 969.92 154620.5 -248.0 -125. 242. 117 28 973.50 969.82 154345.5 -274.9 -139. 242. 103 29 973.50 969.69 153988.0 -357.5 -180. 244. 64 30 973.50 969.56 153630.5 -357.5 -180. 248. 68 TOTAL FOR MONTH................ -4898.7 953. -3425. 6186. 3714. NET CHANGE IN DAY-SECOND-FEET.. -2470. -2472. 2472. AVERAGE FLOW IN C.F.S.......... -82. 206. 124. CHANGE IN CONTENTS FOR MO.(4).. -4898.7 (1) COMPUTATIONS BASED ON THE APRIL 1989 CAPACITY TABLE. (2) BY 24-HOUR CLOCK, TIME IS 2400(MIDN.) OF DAY INDICATED UNLESS OTHERWISE NOTED. AVERAGE FLOW OR CHANGE IN RESERVOIR CONTENTS ARE FOR PERIOD ENDING AT TIME INDICATED. (3) BASED ON PROJECT RECORDS. DOES NOT INCLUDE EVAPORATION LOSSES. (4) BASED ON TOTAL CONTENTS AT BEGINNING AND END OF MONTH. RESERVOIR INFLOW COMPUTATIONS (1) SMITH RIVER, VA. PHILPOTT LAKE OCTOBER 1993 ELEVATION,NGVD29 TOTAL CHANGE IN CONTENTS FLOW, CFS ________________ __________________ _________ (2) NORMAL RESERVOIR CONTENTS ACRE - DAY-SEC-FEET (3) DATE HOUR LEVEL LEVEL AF FEET STORED DRAWDOWN OUTFLOW INFLOW ____ ____ _____ _________ ________ _____ ______ ________ _______ ______ 973.50 969.56 153630.0 1 973.50 969.43 153273.0 -357.0 -180. 248. 68 2 973.50 969.48 153410.5 137.5 69. 33. 102 3 973.50 969.51 153493.0 82.6 42. 33. 75 4 973.50 969.42 153245.5 -247.6 -125. 199. 74 5 973.50 969.33 152998.0 -247.4 -125. 199. 74 6 973.50 969.25 152778.0 -220.0 -111. 199. 88 7 973.50 969.16 152530.4 -247.6 -125. 199. 74 8 973.50 969.08 152310.5 -219.9 -111. 199. 88 9 973.50 969.13 152448.0 137.5 69. 33. 102 10 973.50 969.17 152558.0 109.9 55. 33. 88 11 973.50 969.10 152365.4 -192.5 -97. 199. 102 12 973.50 969.06 152255.5 -109.9 -55. 199. 144 13 973.50 968.99 152063.4 -192.1 -97. 199. 102 14 973.50 968.91 151846.5 -216.8 -109. 199. 90 15 973.50 968.81 151575.6 -270.9 -137. 197. 60 16 973.50 968.85 151683.9 108.3 55. 33. 88 17 973.50 968.91 151846.5 162.6 82. 33. 115 18 973.50 968.83 151629.8 -216.7 -109. 194. 85 19 973.50 968.76 151440.1 -189.7 -96. 194. 98 20 973.50 968.68 151223.3 -216.8 -109. 196. 87 21 973.50 968.61 151033.6 -189.7 -96. 196. 100 22 973.50 968.53 150816.9 -216.7 -109. 195. 86 23 973.50 968.57 150925.2 108.3 55. 33. 88 24 973.50 968.60 151006.4 81.2 41. 33. 74 25 973.50 968.51 150762.6 -243.8 -123. 195. 72 26 973.50 968.42 150518.7 -244.0 -123. 196. 73 27 973.50 968.34 150302.0 -216.7 -109. 197. 88 28 973.50 968.26 150085.1 -216.8 -109. 196. 87 29 973.50 968.16 149814.0 -271.1 -137. 196. 59 30 973.50 968.35 150328.9 514.9 260. 33. 293 31 973.50 968.42 150518.7 189.7 92.(5) 33. 125 TOTAL FOR MONTH................ -3111.3 820. -2392. 4521. 2949. NET CHANGE IN DAY-SECOND-FEET.. -1572. -1572. 1572. AVERAGE FLOW IN C.F.S.......... -51. 146. 95. CHANGE IN CONTENTS FOR MO.(4).. -3111.3 (1) COMPUTATIONS BASED ON THE APRIL 1989 CAPACITY TABLE. (2) BY 24-HOUR CLOCK, TIME IS 2400(MIDN.) OF DAY INDICATED UNLESS OTHERWISE NOTED. AVERAGE FLOW OR CHANGE IN RESERVOIR CONTENTS ARE FOR PERIOD ENDING AT TIME INDICATED. (3) BASED ON PROJECT RECORDS. DOES NOT INCLUDE EVAPORATION LOSSES. (4) BASED ON TOTAL CONTENTS AT BEGINNING AND END OF MONTH. (5) ADJUSTED FOR 25-HOUR DAY (CONVERTING FROM EDT TO EST). RESERVOIR INFLOW COMPUTATIONS (1) SMITH RIVER, VA. PHILPOTT LAKE NOVEMBER 1993 ELEVATION,NGVD29 TOTAL CHANGE IN CONTENTS FLOW, CFS ________________ __________________ _________ (2) NORMAL RESERVOIR CONTENTS ACRE - DAY-SEC-FEET (3) DATE HOUR LEVEL LEVEL AF FEET STORED DRAWDOWN OUTFLOW INFLOW ____ ____ _____ _________ ________ _____ ______ ________ _______ ______ 973.50 968.42 150518.2 1 973.50 968.34 150302.0 -216.2 -109. 196. 87 2 973.50 968.26 150085.1 -216.8 -109. 196. 87 3 973.50 968.19 149895.4 -189.7 -96. 196. 100 4 973.50 968.11 149678.6 -216.8 -109. 196. 87 5 973.50 968.07 149570.2 -108.3 -55. 196. 141 6 973.50 968.12 149705.7 135.5 68. 33. 101 7 973.50 968.18 149868.3 162.6 82. 33. 115 8 973.50 968.18 149868.3 .0 0. 88. 88 9 973.50 968.18 149868.3 .0 0. 86. 86 10 973.50 968.19 149895.4 27.1 14. 87. 101 11 973.50 968.18 149868.3 -27.1 -14. 88. 74 12 973.50 968.18 149868.3 .0 0. 87. 87 13 973.50 968.22 149976.6 108.3 55. 33. 88 14 973.50 968.28 150139.4 162.8 82. 33. 115 15 973.50 968.28 150139.4 .0 0. 88. 88 16 973.50 968.29 150166.3 27.0 14. 87. 101 17 973.50 968.32 150247.7 81.4 41. 87. 128 18 973.50 968.34 150302.0 54.3 27. 88. 115 19 973.50 968.35 150328.9 27.0 14. 88. 102 20 973.50 968.38 150410.3 81.4 41. 33. 74 21 973.50 968.42 150518.7 108.3 55. 33. 88 22 973.50 968.41 150491.5 -27.1 -14. 87. 73 23 973.50 968.41 150491.5 .0 0. 87. 87 24 973.50 968.41 150491.5 .0 0. 87. 87 25 973.50 968.44 150572.9 81.4 41. 33. 74 26 973.50 968.44 150572.9 .0 0. 87. 87 27 973.50 969.03 152173.1 1600.2 807. 33. 840 28 973.50 969.36 153080.5 907.4 457. 33. 490 29 973.50 969.43 153273.0 192.5 97. 87. 184 30 973.50 969.43 153273.0 .0 0. 143. 143 TOTAL FOR MONTH................ 2754.8 1895. -506. 2729. 4118. NET CHANGE IN DAY-SECOND-FEET.. 1389. 1389. 1389. AVERAGE FLOW IN C.F.S.......... 46. 91. 137. CHANGE IN CONTENTS FOR MO.(4).. 2754.8 (1) COMPUTATIONS BASED ON THE APRIL 1989 CAPACITY TABLE. (2) BY 24-HOUR CLOCK, TIME IS 2400(MIDN.) OF DAY INDICATED UNLESS OTHERWISE NOTED. AVERAGE FLOW OR CHANGE IN RESERVOIR CONTENTS ARE FOR PERIOD ENDING AT TIME INDICATED. (3) BASED ON PROJECT RECORDS. DOES NOT INCLUDE EVAPORATION LOSSES. (4) BASED ON TOTAL CONTENTS AT BEGINNING AND END OF MONTH. (5) ADJUSTED FOR 25-HOUR DAY (CONVERTING FROM EDT TO EST). RESERVOIR INFLOW COMPUTATIONS (1) SMITH RIVER, VA. PHILPOTT LAKE DECEMBER 1993 ELEVATION,NGVD29 TOTAL CHANGE IN CONTENTS FLOW, CFS ________________ __________________ _________ (2) NORMAL RESERVOIR CONTENTS ACRE - DAY-SEC-FEET (3) DATE HOUR LEVEL LEVEL AF FEET STORED DRAWDOWN OUTFLOW INFLOW ____ ____ _____ _________ ________ _____ ______ ________ _______ ______ 971.50 969.43 153272.5 1 971.50 969.46 153355.6 83.1 42. 86. 128 2 971.50 969.48 153410.5 54.9 28. 87. 115 3 971.50 969.50 153465.5 55.0 28. 87. 115 4 971.50 969.80 154290.5 825.0 416. 33. 449 5 971.50 971.15 158052.1 3761.6 1896. 33. 1929 6 971.50 971.35 158613.9 561.9 283. 86. 369 7 971.50 971.48 158979.3 365.3 184. 86. 270 8 971.50 971.56 159204.1 224.8 113. 86. 199 9 971.50 971.61 159344.6 140.5 71. 86. 157 10 971.50 971.66 159485.0 140.5 71. 86. 157 11 971.50 971.72 159653.6 168.6 85. 33. 118 12 971.50 971.81 159906.6 253.0 128. 33. 161 13 971.50 971.76 159766.1 -140.5 -71. 191. 120 14 971.50 971.70 159597.5 -168.6 -85. 191. 106 15 971.50 971.86 160047.1 449.5 227. 192. 419 16 971.50 971.91 160187.5 140.5 71. 191. 262 17 971.50 971.91 160187.5 .0 0. 192. 192 18 971.50 972.02 160497.8 310.2 156. 33. 189 19 971.50 972.10 160726.4 228.7 115. 33. 148 20 971.50 972.14 160840.9 114.5 58. 192. 250 21 971.50 972.14 160840.9 .0 0. 192. 192 22 971.50 972.10 160726.4 -114.5 -58. 191. 133 23 971.50 972.06 160612.1 -114.3 -58. 191. 133 24 971.50 972.06 160612.1 .0 0. 138. 138 25 971.50 972.12 160783.7 171.6 87. 33. 120 26 971.50 972.18 160955.3 171.6 87. 33. 120 27 971.50 971.99 160412.4 -542.9 -274. 403. 129 28 971.50 971.78 159822.4 -590.0 -297. 455. 158 29 971.50 971.61 159344.6 -477.8 -241. 403. 162 30 971.50 971.39 158726.4 -618.1 -312. 403. 91 31 971.50 971.18 158136.3 -590.2 -298. 403. 105 TOTAL FOR MONTH................ 4863.8 4146. -1694. 4882. 7334. NET CHANGE IN DAY-SECOND-FEET.. 2452. 2452. 2452. AVERAGE FLOW IN C.F.S.......... 79. 157. 237. CHANGE IN CONTENTS FOR MO.(4).. 4863.8 (1) COMPUTATIONS BASED ON THE APRIL 1989 CAPACITY TABLE. (2) BY 24-HOUR CLOCK, TIME IS 2400(MIDN.) OF DAY INDICATED UNLESS OTHERWISE NOTED. AVERAGE FLOW OR CHANGE IN RESERVOIR CONTENTS ARE FOR PERIOD ENDING AT TIME INDICATED. (3) BASED ON PROJECT RECORDS. DOES NOT INCLUDE EVAPORATION LOSSES. (4) BASED ON TOTAL CONTENTS AT BEGINNING AND END OF MONTH. (5) ADJUSTED FOR 25-HOUR DAY (CONVERTING FROM EDT TO EST). RESERVOIR INFLOW COMPUTATIONS (1) SMITH RIVER, VA. PHILPOTT LAKE JANUARY 1994 ELEVATION,NGVD29 TOTAL CHANGE IN CONTENTS FLOW, CFS ________________ __________________ _________ (2) NORMAL RESERVOIR CONTENTS ACRE - DAY-SEC-FEET (3) DATE HOUR LEVEL LEVEL AF FEET STORED DRAWDOWN OUTFLOW INFLOW ____ ____ _____ _________ ________ _____ ______ ________ _______ ______ 971.50 971.18 158135.8 1 971.50 971.24 158304.9 169.1 85. 33. 118 2 971.50 971.33 158557.8 253.0 128. 33. 161 3 971.50 971.36 158642.1 84.2 42. 192. 234 4 971.50 971.76 159766.1 1124.1 567. 192. 759 5 971.50 971.74 159709.9 -56.3 -28. 350. 322 6 971.50 971.66 159485.0 -224.8 -113. 350. 237 7 971.50 971.62 159372.7 -112.3 -57. 350. 293 8 971.50 971.92 160215.7 843.0 425. 33. 458 9 971.50 972.10 160726.4 510.8 258. 33. 291 10 971.50 972.11 160755.1 28.6 14. 192. 206 11 971.50 972.15 160869.6 114.5 58. 192. 250 12 971.50 972.96 163186.2 2316.6 1168. 86. 1254 13 971.50 973.27 164080.9 894.7 451. 86. 537 14 971.50 972.99 163271.9 -809.0 -408. 770. 362 15 971.50 973.14 163705.1 433.3 218. 33. 251 16 971.50 973.08 163531.8 -173.4 -87. 244. 157 17 971.50 972.82 162785.7 -746.0 -376. 773. 397 18 971.50 972.55 162013.5 -772.3 -389. 774. 385 19 971.50 972.08 160669.3 -1344.1 -678. 828. 150 20 971.50 971.64 159428.9 -1240.4 -625. 828. 203 21 971.50 971.30 158473.5 -955.5 -482. 669. 187 22 971.50 971.42 158810.7 337.2 170. 33. 203 23 971.50 971.55 159176.0 365.3 184. 33. 217 24 971.50 971.56 159204.1 28.1 14. 192. 206 25 971.50 971.58 159260.3 56.3 28. 192. 220 26 971.50 971.61 159344.6 84.2 42. 191. 233 27 971.50 971.68 159541.3 196.7 99. 188. 287 28 971.50 972.51 161899.1 2357.8 1189. 190. 1379 29 971.50 972.98 163243.3 1344.1 678. 33. 711 30 971.50 973.26 164051.9 808.7 408. 32. 440 31 971.50 973.14 163705.1 -346.8 -175. 503. 328 TOTAL FOR MONTH................ 5569.4 6226. -3418. 8628. 11436. NET CHANGE IN DAY-SECOND-FEET.. 2808. 2808. 2808. AVERAGE FLOW IN C.F.S.......... 91. 278. 369. CHANGE IN CONTENTS FOR MO.(4).. 5569.4 (1) COMPUTATIONS BASED ON THE APRIL 1989 CAPACITY TABLE. (2) BY 24-HOUR CLOCK, TIME IS 2400(MIDN.) OF DAY INDICATED UNLESS OTHERWISE NOTED. AVERAGE FLOW OR CHANGE IN RESERVOIR CONTENTS ARE FOR PERIOD ENDING AT TIME INDICATED. (3) BASED ON PROJECT RECORDS. DOES NOT INCLUDE EVAPORATION LOSSES. (4) BASED ON TOTAL CONTENTS AT BEGINNING AND END OF MONTH. RESERVOIR INFLOW COMPUTATIONS (1) SMITH RIVER, VA. PHILPOTT LAKE FEBRUARY 1994 ELEVATION,NGVD29 TOTAL CHANGE IN CONTENTS FLOW, CFS ________________ __________________ _________ (2) NORMAL RESERVOIR CONTENTS ACRE - DAY-SEC-FEET (3) DATE HOUR LEVEL LEVEL AF FEET STORED DRAWDOWN OUTFLOW INFLOW ____ ____ _____ _________ ________ _____ ______ ________ _______ ______ 971.50 973.14 163704.6 1 971.53 972.67 162356.7 -1348.0 -680. 974. 294 2 971.57 972.48 161813.3 -543.4 -274. 510. 236 3 971.60 972.51 161899.1 85.9 43. 192. 235 4 971.63 972.52 161927.8 28.6 14. 192. 206 5 971.67 972.65 162299.6 371.8 187. 33. 220 6 971.70 972.77 162642.8 343.2 173. 33. 206 7 971.73 972.62 162213.7 -429.1 -216. 403. 187 8 971.77 972.48 161813.3 -400.4 -202. 404. 202 9 971.80 972.43 161670.3 -143.0 -72. 402. 330 10 971.83 972.38 161527.3 -143.0 -72. 407. 335 11 971.87 972.64 162270.9 743.6 375. 434. 809 12 971.90 973.03 163387.3 1116.3 563. 29. 592 13 971.93 973.32 164225.3 838.0 423. 29. 452 14 971.97 973.53 164832.3 607.0 306. 196. 502 15 972.00 973.31 164196.4 -635.9 -321. 769. 448 16 972.04 973.10 163589.4 -607.0 -306. 769. 463 17 972.08 972.85 162871.4 -718.0 -362. 770. 408 18 972.12 972.58 162099.3 -772.1 -389. 771. 382 19 972.15 972.81 162757.1 657.8 332. 33. 365 20 972.19 973.03 163387.3 630.2 318. 33. 351 21 972.23 973.05 163445.0 57.7 29. 296. 325 22 972.27 973.06 163473.9 28.9 15. 296. 311 23 972.31 973.94 166017.1 2543.2 1282. 296. 1578 24 972.35 974.20 166774.5 757.4 382. 762. 1144 25 972.38 974.09 166453.4 -321.2 -162. 761. 599 26 972.42 973.91 165930.3 -523.0 -264. 762. 498 27 972.46 974.14 166599.3 669.0 337. 32. 369 28 972.50 973.86 165785.9 -813.5 -410. 764. 354 TOTAL FOR MONTH................ 2081.2 4779. -3730. 11352. 12401. NET CHANGE IN DAY-SECOND-FEET.. 1049. 1049. 1049. AVERAGE FLOW IN C.F.S.......... 37. 405. 443. CHANGE IN CONTENTS FOR MO.(4).. 2081.2 (1) COMPUTATIONS BASED ON THE APRIL 1989 CAPACITY TABLE. (2) BY 24-HOUR CLOCK, TIME IS 2400(MIDN.) OF DAY INDICATED UNLESS OTHERWISE NOTED. AVERAGE FLOW OR CHANGE IN RESERVOIR CONTENTS ARE FOR PERIOD ENDING AT TIME INDICATED. (3) BASED ON PROJECT RECORDS. DOES NOT INCLUDE EVAPORATION LOSSES. (4) BASED ON TOTAL CONTENTS AT BEGINNING AND END OF MONTH. RESERVOIR INFLOW COMPUTATIONS (1) SMITH RIVER, VA. PHILPOTT LAKE MARCH 1994 ELEVATION,NGVD29 TOTAL CHANGE IN CONTENTS FLOW, CFS ________________ __________________ _________ (2) NORMAL RESERVOIR CONTENTS ACRE - DAY-SEC-FEET (3) DATE HOUR LEVEL LEVEL AF FEET STORED DRAWDOWN OUTFLOW INFLOW ____ ____ _____ _________ ________ _____ ______ ________ _______ ______ 972.50 973.86 165785.4 1 972.53 973.66 165207.8 -577.5 -291. 762. 471 2 972.57 974.11 166511.7 1303.8 657. 652. 1309 3 972.60 974.09 166453.4 -58.3 -29. 944. 915 4 972.63 973.77 165525.9 -927.5 -468. 1227. 759 5 972.67 973.47 164658.7 -867.1 -437. 1260. 823 6 972.70 973.85 165756.9 1098.2 554. 32. 586 7 972.73 973.56 164918.9 -838.0 -423. 943. 520 8 972.77 973.50 164745.5 -173.4 -87. 563. 476 9 972.80 973.45 164601.0 -144.5 -73. 557. 484 10 972.83 973.58 164976.8 375.7 189. 557. 746 11 972.87 973.55 164890.0 -86.8 -44. 558. 514 12 972.90 973.82 165670.3 780.4 393. 32. 425 13 972.93 974.06 166365.7 695.4 351. 32. 383 14 972.97 974.07 166394.9 29.2 15. 344. 359 15 973.00 974.06 166365.7 -29.2 -15. 339. 324 16 973.03 974.24 166891.3 525.6 265. 30. 295 17 973.06 974.12 166540.9 -350.4 -177. 500. 323 18 973.09 973.99 166161.6 -379.3 -191. 501. 310 19 973.13 974.13 166570.1 408.5 206. 32. 238 20 973.16 974.29 167037.2 467.1 236. 32. 268 21 973.19 974.23 166862.0 -175.2 -88. 449. 361 22 973.22 974.11 166511.7 -350.4 -177. 448. 271 23 973.25 974.19 166745.3 233.7 118. 136. 254 24 973.28 973.96 166075.0 -670.3 -338. 604. 266 25 973.31 973.78 165554.8 -520.2 -262. 607. 345 26 973.34 973.93 165988.2 433.4 219. 32. 251 27 973.38 975.04 169228.8 3240.7 1634. 32. 1666 28 973.41 977.38 176221.9 6993.1 3526. 444. 3970 29 973.44 977.36 176161.3 -60.7 -31. 1818. 1787 30 973.47 976.57 173780.5 -2380.7 -1200. 2120. 920 31 973.50 976.11 172400.5 -1380.1 -696. 1381. 685 TOTAL FOR MONTH................ 6615.1 8363. -5027. 17968. 21304. NET CHANGE IN DAY-SECOND-FEET.. 3335. 3336. 3336. AVERAGE FLOW IN C.F.S.......... 108. 580. 687. CHANGE IN CONTENTS FOR MO.(4).. 6615.1 (1) COMPUTATIONS BASED ON THE APRIL 1989 CAPACITY TABLE. (2) BY 24-HOUR CLOCK, TIME IS 2400(MIDN.) OF DAY INDICATED UNLESS OTHERWISE NOTED. AVERAGE FLOW OR CHANGE IN RESERVOIR CONTENTS ARE FOR PERIOD ENDING AT TIME INDICATED. (3) BASED ON PROJECT RECORDS. DOES NOT INCLUDE EVAPORATION LOSSES. (4) BASED ON TOTAL CONTENTS AT BEGINNING AND END OF MONTH. RESERVOIR INFLOW COMPUTATIONS (1) SMITH RIVER, VA. PHILPOTT LAKE APRIL 1994 ELEVATION,NGVD29 TOTAL CHANGE IN CONTENTS FLOW, CFS ________________ __________________ _________ (2) NORMAL RESERVOIR CONTENTS ACRE - DAY-SEC-FEET (3) DATE HOUR LEVEL LEVEL AF FEET STORED DRAWDOWN OUTFLOW INFLOW ____ ____ _____ _________ ________ _____ ______ ________ _______ ______ 973.50 976.11 172400.0 1 973.50 975.58 170827.3 -1572.6 -793. 1375. 582 2 973.50 975.05 169258.5 -1568.9 -791. 1274. 483 3 973.50 975.32 170057.7 799.3 420.(5) 32. 452 4 973.50 974.98 169052.0 -1005.7 -507. 966. 459 5 973.50 974.62 168000.9 -1051.2 -530. 917. 387 6 973.50 974.41 167387.6 -613.3 -309. 759. 450 7 973.50 974.15 166628.6 -759.0 -383. 759. 376 8 973.50 973.87 165814.8 -813.8 -410. 760. 350 9 973.50 974.08 166424.2 609.4 307. 32. 339 10 973.50 974.34 167183.4 759.2 383. 32. 415 11 973.50 974.15 166628.6 -554.8 -280. 656. 376 12 973.50 973.94 166017.1 -611.5 -308. 657. 349 13 973.50 973.81 165641.4 -375.7 -189. 657. 468 14 973.50 973.60 165034.4 -607.0 -306. 658. 352 15 973.50 973.38 164398.7 -635.7 -321. 661. 340 16 973.50 973.59 165005.7 607.0 306. 32. 338 17 973.50 973.77 165525.9 520.2 262. 32. 294 18 973.50 973.78 165554.8 28.9 15. 292. 307 19 973.50 973.78 165554.8 .0 0. 294. 294 20 973.50 973.76 165496.9 -57.9 -29. 293. 264 21 973.50 973.75 165468.0 -28.9 -15. 294. 279 22 973.50 973.74 165439.1 -28.9 -15. 294. 279 23 973.50 973.89 165872.6 433.6 219. 32. 251 24 973.50 974.04 166307.2 434.6 219. 32. 251 25 973.50 973.91 165930.3 -376.9 -190. 448. 258 26 973.50 973.77 165525.9 -404.5 -204. 449. 245 27 973.50 973.67 165236.8 -289.1 -146. 449. 303 28 973.50 973.54 164861.0 -375.7 -189. 451. 262 29 973.50 973.45 164601.0 -260.0 -131. 452. 321 30 973.50 973.61 165063.4 462.3 233. 32. 265 TOTAL FOR MONTH................ -7336.6 2364. -6046. 14071. 10389. NET CHANGE IN DAY-SECOND-FEET.. -3682. -3682. 3682. AVERAGE FLOW IN C.F.S.......... -123. 469. 346. CHANGE IN CONTENTS FOR MO.(4).. -7336.6 (1) COMPUTATIONS BASED ON THE APRIL 1989 CAPACITY TABLE. (2) BY 24-HOUR CLOCK, TIME IS 2400(MIDN.) OF DAY INDICATED UNLESS OTHERWISE NOTED. AVERAGE FLOW OR CHANGE IN RESERVOIR CONTENTS ARE FOR PERIOD ENDING AT TIME INDICATED. (3) BASED ON PROJECT RECORDS. DOES NOT INCLUDE EVAPORATION LOSSES. (4) BASED ON TOTAL CONTENTS AT BEGINNING AND END OF MONTH. (5) ADJUSTED FOR 23-HOUR DAY (CONVERTING FROM EST TO EDT). RESERVOIR INFLOW COMPUTATIONS (1) SMITH RIVER, VA. PHILPOTT LAKE MAY 1994 ELEVATION,NGVD29 TOTAL CHANGE IN CONTENTS FLOW, CFS ________________ __________________ _________ (2) NORMAL RESERVOIR CONTENTS ACRE - DAY-SEC-FEET (3) DATE HOUR LEVEL LEVEL AF FEET STORED DRAWDOWN OUTFLOW INFLOW ____ ____ _____ _________ ________ _____ ______ ________ _______ ______ 973.50 973.61 165062.9 1 973.50 973.75 165468.0 405.1 204. 32. 236 2 973.50 973.70 165323.5 -144.5 -73. 293. 220 3 973.50 973.71 165352.5 28.9 15. 294. 309 4 973.50 973.79 165583.5 231.1 116. 291. 407 5 973.50 973.78 165554.8 -28.8 -14. 293. 279 6 973.50 973.76 165496.9 -57.9 -29. 293. 264 7 973.50 973.91 165930.3 433.4 219. 32. 251 8 973.50 974.09 166453.4 523.0 264. 32. 296 9 973.50 973.93 165988.2 -465.2 -235. 448. 213 10 973.50 973.79 165583.5 -404.6 -204. 449. 245 11 973.50 973.62 165092.3 -491.3 -248. 450. 202 12 973.50 973.45 164601.0 -491.3 -248. 452. 204 13 973.50 973.27 164080.9 -520.2 -262. 453. 191 14 973.50 973.38 164398.7 317.9 160. 33. 193 15 973.50 973.55 164890.0 491.3 248. 32. 280 16 973.50 973.55 164890.0 .0 0. 294. 294 17 973.50 973.46 164630.0 -260.0 -131. 295. 164 18 973.50 973.39 164427.6 -202.3 -102. 295. 193 19 973.50 973.30 164167.5 -260.2 -131. 296. 165 20 973.50 973.23 163965.1 -202.3 -102. 295. 193 21 973.50 973.34 164283.2 318.0 160. 33. 193 22 973.50 973.43 164543.2 260.0 131. 33. 164 23 973.50 973.41 164485.3 -57.8 -29. 190. 161 24 973.50 973.40 164456.6 -28.8 -14. 195. 181 25 973.50 973.41 164485.3 28.8 14. 191. 205 26 973.50 973.44 164572.1 86.8 44. 191. 235 27 973.50 973.44 164572.1 .0 0. 190. 190 28 973.50 973.52 164803.4 231.3 117. 32. 149 29 973.50 973.60 165034.4 231.1 116. 33. 149 30 973.50 973.57 164947.8 -86.6 -44. 190. 146 31 973.50 973.47 164658.7 -289.1 -146. 294. 148 TOTAL FOR MONTH................ -404.1 1808. -2012. 6924. 6720. NET CHANGE IN DAY-SECOND-FEET.. -204. -204. 204. AVERAGE FLOW IN C.F.S.......... -7. 223. 217. CHANGE IN CONTENTS FOR MO.(4).. -404.1 (1) COMPUTATIONS BASED ON THE APRIL 1989 CAPACITY TABLE. (2) BY 24-HOUR CLOCK, TIME IS 2400(MIDN.) OF DAY INDICATED UNLESS OTHERWISE NOTED. AVERAGE FLOW OR CHANGE IN RESERVOIR CONTENTS ARE FOR PERIOD ENDING AT TIME INDICATED. (3) BASED ON PROJECT RECORDS. DOES NOT INCLUDE EVAPORATION LOSSES. (4) BASED ON TOTAL CONTENTS AT BEGINNING AND END OF MONTH. RESERVOIR INFLOW COMPUTATIONS (1) SMITH RIVER, VA. PHILPOTT LAKE JUNE 1994 ELEVATION,NGVD29 TOTAL CHANGE IN CONTENTS FLOW, CFS ________________ __________________ _________ (2) NORMAL RESERVOIR CONTENTS ACRE - DAY-SEC-FEET (3) DATE HOUR LEVEL LEVEL AF FEET STORED DRAWDOWN OUTFLOW INFLOW ____ ____ _____ _________ ________ _____ ______ ________ _______ ______ 973.50 973.47 164658.2 1 973.50 973.37 164369.8 -288.4 -145. 295. 150 2 973.50 973.29 164138.5 -231.3 -117. 242. 125 3 973.50 973.25 164023.0 -115.5 -58. 191. 133 4 973.50 973.32 164225.3 202.3 102. 33. 135 5 973.50 973.40 164456.6 231.3 117. 33. 150 6 973.50 973.53 164832.3 375.7 189. 243. 432 7 973.50 973.51 164774.4 -57.9 -29. 240. 211 8 973.50 973.60 165034.4 260.0 131. 243. 374 9 973.50 973.56 164918.9 -115.5 -58. 254. 196 10 973.50 973.29 164138.5 -780.4 -393. 244. -149 11 973.50 973.39 164427.6 289.1 146. 33. 179 12 973.50 973.48 164687.6 260.0 131. 32. 163 13 973.50 973.42 164514.3 -173.4 -87. 240. 153 14 973.50 973.35 164311.9 -202.3 -102. 242. 140 15 973.50 973.28 164109.8 -202.1 -102. 246. 144 16 973.50 973.19 163849.6 -260.2 -131. 244. 113 17 973.50 973.10 163589.4 -260.2 -131. 249. 118 18 973.50 973.16 163762.8 173.4 87. 33. 120 19 973.50 973.21 163907.5 144.6 73. 33. 106 20 973.50 973.11 163618.4 -289.1 -146. 249. 103 21 973.50 973.01 163329.4 -288.9 -146. 248. 102 22 973.50 972.91 163043.0 -286.4 -144. 248. 104 23 973.50 972.91 163043.0 .0 0. 249. 249 24 973.50 972.82 162785.7 -257.3 -130. 248. 118 25 973.50 972.87 162928.7 143.0 72. 33. 105 26 973.50 972.96 163186.2 257.5 130. 33. 163 27 973.50 973.22 163936.2 750.1 378. 248. 626 28 973.50 973.16 163762.8 -173.4 -87. 248. 161 29 973.50 973.10 163589.4 -173.4 -87. 249. 162 30 973.50 973.03 163387.3 -202.1 -102. 249. 147 TOTAL FOR MONTH................ -1270.9 1556. -2195. 5672. 5033. NET CHANGE IN DAY-SECOND-FEET.. -641. -639. 639. AVERAGE FLOW IN C.F.S.......... -21. 189. 168. CHANGE IN CONTENTS FOR MO.(4).. -1270.9 (1) COMPUTATIONS BASED ON THE APRIL 1989 CAPACITY TABLE. (2) BY 24-HOUR CLOCK, TIME IS 2400(MIDN.) OF DAY INDICATED UNLESS OTHERWISE NOTED. AVERAGE FLOW OR CHANGE IN RESERVOIR CONTENTS ARE FOR PERIOD ENDING AT TIME INDICATED. (3) BASED ON PROJECT RECORDS. DOES NOT INCLUDE EVAPORATION LOSSES. (4) BASED ON TOTAL CONTENTS AT BEGINNING AND END OF MONTH. RESERVOIR INFLOW COMPUTATIONS (1) SMITH RIVER, VA. PHILPOTT LAKE JULY 1994 ELEVATION,NGVD29 TOTAL CHANGE IN CONTENTS FLOW, CFS ________________ __________________ _________ (2) NORMAL RESERVOIR CONTENTS ACRE - DAY-SEC-FEET (3) DATE HOUR LEVEL LEVEL AF FEET STORED DRAWDOWN OUTFLOW INFLOW ____ ____ _____ _________ ________ _____ ______ ________ _______ ______ 973.50 973.03 163386.8 1 973.50 972.94 163128.9 -257.9 -130. 250. 120 2 973.50 972.99 163271.9 143.0 72. 39. 111 3 973.50 973.09 163560.7 288.8 146. 33. 179 4 973.50 973.14 163705.1 144.5 73. 139. 212 5 973.50 973.02 163358.4 -346.8 -175. 349. 174 6 973.50 972.85 162871.4 -486.9 -245. 349. 104 7 973.50 972.68 162385.3 -486.2 -245. 350. 105 8 973.50 972.53 161956.4 -428.9 -216. 297. 81 9 973.50 972.58 162099.3 143.0 72. 33. 105 10 973.50 972.61 162185.1 85.7 43. 33. 76 11 973.50 972.48 161813.3 -371.8 -187. 297. 110 12 973.50 972.35 161441.4 -371.8 -187. 297. 110 13 973.50 972.23 161098.3 -343.2 -173. 297. 124 14 973.50 972.12 160783.7 -314.6 -159. 297. 138 15 973.50 971.99 160412.4 -371.3 -187. 297. 110 16 973.50 972.02 160497.8 85.4 43. 33. 76 17 973.50 972.21 161041.2 543.4 274. 33. 307 18 973.50 972.12 160783.7 -257.5 -130. 297. 167 19 973.50 972.02 160497.8 -285.9 -144. 297. 153 20 973.50 971.96 160328.2 -169.6 -86. 298. 212 21 973.50 972.18 160955.3 627.1 316. 298. 614 22 973.50 972.23 161098.3 143.0 72. 297. 369 23 973.50 972.45 161727.5 629.3 317. 33. 350 24 973.50 972.61 162185.1 457.5 231. 33. 264 25 973.50 972.51 161899.1 -285.9 -144. 297. 153 26 973.50 972.74 162556.9 657.8 332. 297. 629 27 973.50 972.99 163271.9 715.0 360. 297. 657 28 973.50 973.97 166103.7 2831.8 1428. 294. 1722 29 973.50 974.20 166774.5 670.8 338. 604. 942 30 973.50 974.29 167037.2 262.7 132. 450. 582 31 973.50 974.52 167709.0 671.7 339. 32. 371 TOTAL FOR MONTH................ 4322.2 4588. -2408. 7247. 9427. NET CHANGE IN DAY-SECOND-FEET.. 2179. 2180. 2180. AVERAGE FLOW IN C.F.S.......... 70. 234. 304. CHANGE IN CONTENTS FOR MO.(4).. 4322.2 (1) COMPUTATIONS BASED ON THE APRIL 1989 CAPACITY TABLE. (2) BY 24-HOUR CLOCK, TIME IS 2400(MIDN.) OF DAY INDICATED UNLESS OTHERWISE NOTED. AVERAGE FLOW OR CHANGE IN RESERVOIR CONTENTS ARE FOR PERIOD ENDING AT TIME INDICATED. (3) BASED ON PROJECT RECORDS. DOES NOT INCLUDE EVAPORATION LOSSES. (4) BASED ON TOTAL CONTENTS AT BEGINNING AND END OF MONTH. RESERVOIR INFLOW COMPUTATIONS (1) SMITH RIVER, VA. PHILPOTT LAKE AUGUST 1994 ELEVATION,NGVD29 TOTAL CHANGE IN CONTENTS FLOW, CFS ________________ __________________ _________ (2) NORMAL RESERVOIR CONTENTS ACRE - DAY-SEC-FEET (3) DATE HOUR LEVEL LEVEL AF FEET STORED DRAWDOWN OUTFLOW INFLOW ____ ____ _____ _________ ________ _____ ______ ________ _______ ______ 973.50 974.52 167708.5 1 973.47 974.46 167533.8 -174.7 -88. 552. 464 2 973.43 974.40 167358.6 -175.2 -88. 553. 465 3 973.40 974.23 166862.0 -496.5 -250. 553. 303 4 973.37 974.04 166307.2 -554.8 -280. 553. 273 5 973.33 973.83 165699.3 -608.0 -307. 553. 246 6 973.30 973.94 166017.1 317.9 160. 32. 192 7 973.27 974.03 166278.2 261.1 132. 32. 164 8 973.23 973.81 165641.4 -636.8 -321. 502. 181 9 973.20 973.57 164947.8 -693.6 -350. 504. 154 10 973.17 973.33 164254.3 -693.6 -350. 505. 155 11 973.13 973.08 163531.8 -722.5 -364. 507. 143 12 973.10 972.82 162785.7 -746.0 -376. 509. 133 13 973.07 972.89 162985.9 200.2 101. 32. 133 14 973.03 972.98 163243.3 257.3 130. 33. 163 15 973.00 972.87 162928.7 -314.6 -159. 301. 142 16 972.97 972.96 163186.2 257.5 130. 297. 427 17 972.94 975.46 170472.2 7286.0 3673. 293. 3966 18 972.91 975.42 170353.7 -118.5 -60. 915. 855 19 972.88 974.85 168672.4 -1681.2 -848. 1281. 433 20 972.84 974.29 167037.2 -1635.2 -824. 1179. 355 21 972.81 974.49 167621.3 584.0 294. 32. 326 22 972.78 974.15 166628.6 -992.7 -500. 761. 261 23 972.75 973.79 165583.5 -1045.0 -527. 762. 235 24 972.72 973.40 164456.6 -1127.0 -568. 765. 197 25 972.69 973.02 163358.4 -1098.2 -554. 770. 216 26 972.66 972.62 162213.7 -1144.7 -577. 773. 196 27 972.63 972.71 162471.2 257.5 130. 33. 163 28 972.59 972.82 162785.7 314.6 159. 32. 191 29 972.56 972.73 162528.3 -257.5 -130. 299. 169 30 972.53 972.63 162242.3 -285.9 -144. 298. 154 31 972.50 972.55 162013.5 -228.8 -115. 286. 171 TOTAL FOR MONTH................ -5695.0 4909. -7780. 14497. 11626. NET CHANGE IN DAY-SECOND-FEET.. -2871. -2871. 2871. AVERAGE FLOW IN C.F.S.......... -93. 468. 375. CHANGE IN CONTENTS FOR MO.(4).. -5695.0 (1) COMPUTATIONS BASED ON THE APRIL 1989 CAPACITY TABLE. (2) BY 24-HOUR CLOCK, TIME IS 2400(MIDN.) OF DAY INDICATED UNLESS OTHERWISE NOTED. AVERAGE FLOW OR CHANGE IN RESERVOIR CONTENTS ARE FOR PERIOD ENDING AT TIME INDICATED. (3) BASED ON PROJECT RECORDS. DOES NOT INCLUDE EVAPORATION LOSSES. (4) BASED ON TOTAL CONTENTS AT BEGINNING AND END OF MONTH. RESERVOIR INFLOW COMPUTATIONS (1) SMITH RIVER, VA. PHILPOTT LAKE SEPTEMBER 1994 ELEVATION,NGVD29 TOTAL CHANGE IN CONTENTS FLOW, CFS ________________ __________________ _________ (2) NORMAL RESERVOIR CONTENTS ACRE - DAY-SEC-FEET (3) DATE HOUR LEVEL LEVEL AF FEET STORED DRAWDOWN OUTFLOW INFLOW ____ ____ _____ _________ ________ _____ ______ ________ _______ ______ 972.50 972.55 162013.0 1 972.47 972.50 161870.5 -142.5 -72. 297. 225 2 972.43 972.41 161613.0 -257.5 -130. 297. 167 3 972.40 972.48 161813.3 200.2 101. 33. 134 4 972.37 972.55 162013.5 200.2 101. 33. 134 5 972.33 972.47 161784.6 -228.9 -115. 245. 130 6 972.30 972.41 161613.0 -171.6 -87. 242. 155 7 972.27 972.32 161355.7 -257.3 -130. 241. 111 8 972.23 972.24 161126.9 -228.8 -115. 242. 127 9 972.20 972.16 160898.0 -228.9 -115. 239. 124 10 972.17 972.22 161069.6 171.6 87. 33. 120 11 972.13 972.28 161241.4 171.8 87. 33. 120 12 972.10 972.19 160983.9 -257.5 -130. 239. 109 13 972.07 972.10 160726.4 -257.5 -130. 238. 108 14 972.03 972.01 160469.1 -257.3 -130. 238. 108 15 972.00 971.91 160187.5 -281.6 -142. 241. 99 16 971.97 971.81 159906.6 -280.9 -142. 239. 97 17 971.93 971.89 160131.4 224.8 113. 33. 146 18 971.90 971.96 160328.2 196.7 99. 33. 132 19 971.87 971.86 160047.1 -281.1 -142. 239. 97 20 971.83 971.76 159766.1 -280.9 -142. 240. 98 21 971.80 971.66 159485.0 -281.1 -142. 237. 95 22 971.77 971.56 159204.1 -280.9 -142. 240. 98 23 971.73 971.45 158895.0 -309.1 -156. 240. 84 24 971.70 971.52 159091.8 196.7 99. 33. 132 25 971.67 971.64 159428.9 337.2 170. 33. 203 26 971.63 971.59 159288.5 -140.5 -71. 245. 174 27 971.60 971.50 159035.5 -253.0 -128. 243. 115 28 971.57 971.39 158726.4 -309.1 -156. 244. 88 29 971.53 971.28 158417.4 -309.1 -156. 244. 88 30 971.50 971.17 158108.2 -309.2 -156. 243. 87 TOTAL FOR MONTH................ -3904.8 857. -2829. 5677. 3705. NET CHANGE IN DAY-SECOND-FEET.. -1969. -1972. 1972. AVERAGE FLOW IN C.F.S.......... -66. 189. 124. CHANGE IN CONTENTS FOR MO.(4).. -3904.8 (1) COMPUTATIONS BASED ON THE APRIL 1989 CAPACITY TABLE. (2) BY 24-HOUR CLOCK, TIME IS 2400(MIDN.) OF DAY INDICATED UNLESS OTHERWISE NOTED. AVERAGE FLOW OR CHANGE IN RESERVOIR CONTENTS ARE FOR PERIOD ENDING AT TIME INDICATED. (3) BASED ON PROJECT RECORDS. DOES NOT INCLUDE EVAPORATION LOSSES. (4) BASED ON TOTAL CONTENTS AT BEGINNING AND END OF MONTH. RESERVOIR INFLOW COMPUTATIONS (1) SMITH RIVER, VA. PHILPOTT LAKE OCTOBER 1994 ELEVATION,NGVD29 TOTAL CHANGE IN CONTENTS FLOW, CFS ________________ __________________ _________ (2) NORMAL RESERVOIR CONTENTS ACRE - DAY-SEC-FEET (3) DATE HOUR LEVEL LEVEL AF FEET STORED DRAWDOWN OUTFLOW INFLOW ____ ____ _____ _________ ________ _____ ______ ________ _______ ______ 971.50 971.17 158107.7 1 971.50 971.21 158220.7 113.0 57. 33. 90 2 971.50 971.25 158333.0 112.3 57. 33. 90 3 971.50 971.18 158136.3 -196.7 -99. 191. 92 4 971.50 971.11 157939.6 -196.7 -99. 192. 93 5 971.50 971.03 157714.9 -224.7 -113. 192. 79 6 971.50 970.96 157519.0 -195.9 -99. 192. 93 7 971.50 970.89 157323.6 -195.3 -98. 192. 94 8 971.50 970.92 157407.3 83.6 42. 33. 75 9 971.50 970.98 157574.6 167.4 84. 33. 117 10 971.50 970.91 157379.3 -195.3 -98. 191. 93 11 971.50 970.83 157156.3 -223.1 -112. 192. 80 12 971.50 970.75 156933.0 -223.3 -113. 191. 78 13 971.50 970.70 156793.5 -139.5 -70. 192. 122 14 971.50 970.70 156793.5 .0 0. 193. 193 15 971.50 970.77 156988.9 195.3 98. 33. 131 16 971.50 970.81 157100.4 111.5 56. 33. 89 17 971.50 970.74 156905.1 -195.3 -98. 192. 94 18 971.50 970.67 156709.8 -195.3 -98. 192. 94 19 971.50 970.63 156598.2 -111.5 -56. 199. 143 20 971.50 970.58 156458.8 -139.5 -70. 191. 121 21 971.50 970.51 156263.4 -195.3 -98. 193. 95 22 971.50 970.57 156430.8 167.4 84. 33. 117 23 971.50 970.80 157072.5 641.6 323. 33. 356 24 971.50 970.77 156988.9 -83.6 -42. 192. 150 25 971.50 970.71 156821.5 -167.4 -84. 192. 108 26 971.50 970.68 156737.7 -83.8 -42. 192. 150 27 971.50 970.62 156570.3 -167.4 -84. 193. 109 28 971.50 970.55 156375.0 -195.3 -98. 193. 95 29 971.50 970.60 156514.4 139.5 70. 33. 103 30 971.50 970.66 156681.8 167.4 81.(5) 33. 114 31 971.50 970.61 156542.4 -139.5 -70. 192. 122 TOTAL FOR MONTH................ -1565.3 952. -1741. 4369. 3580. NET CHANGE IN DAY-SECOND-FEET.. -789. -789. 789. AVERAGE FLOW IN C.F.S.......... -25. 141. 115. CHANGE IN CONTENTS FOR MO.(4).. -1565.3 (1) COMPUTATIONS BASED ON THE APRIL 1989 CAPACITY TABLE. (2) BY 24-HOUR CLOCK, TIME IS 2400(MIDN.) OF DAY INDICATED UNLESS OTHERWISE NOTED. AVERAGE FLOW OR CHANGE IN RESERVOIR CONTENTS ARE FOR PERIOD ENDING AT TIME INDICATED. (3) BASED ON PROJECT RECORDS. DOES NOT INCLUDE EVAPORATION LOSSES. (4) BASED ON TOTAL CONTENTS AT BEGINNING AND END OF MONTH. (5) ADJUSTED FOR 25-HOUR DAY (CONVERTING FROM EDT TO EST). RESERVOIR INFLOW COMPUTATIONS (1) SMITH RIVER, VA. PHILPOTT LAKE NOVEMBER 1994 ELEVATION,NGVD29 TOTAL CHANGE IN CONTENTS FLOW, CFS ________________ __________________ _________ (2) NORMAL RESERVOIR CONTENTS ACRE - DAY-SEC-FEET (3) DATE HOUR LEVEL LEVEL AF FEET STORED DRAWDOWN OUTFLOW INFLOW ____ ____ _____ _________ ________ _____ ______ ________ _______ ______ 971.50 970.61 156541.9 1 971.50 970.65 156654.1 112.2 57. 193. 250 2 971.50 970.59 156486.7 -167.4 -84. 190. 106 3 971.50 970.53 156319.3 -167.4 -84. 190. 106 4 971.50 970.47 156151.7 -167.6 -84. 194. 110 5 971.50 970.52 156291.4 139.6 70. 33. 103 6 971.50 970.58 156458.8 167.4 84. 33. 117 7 971.50 970.52 156291.4 -167.4 -84. 194. 110 8 971.50 970.44 156068.1 -223.3 -113. 193. 80 9 971.50 970.37 155872.8 -195.3 -98. 193. 95 10 971.50 970.37 155872.8 .0 0. 194. 194 11 971.50 970.32 155733.3 -139.5 -70. 193. 123 12 971.50 970.37 155872.8 139.5 70. 33. 103 13 971.50 970.42 156012.3 139.5 70. 33. 103 14 971.50 970.36 155844.9 -167.4 -84. 192. 108 15 971.50 970.30 155677.5 -167.4 -84. 193. 109 16 971.50 970.22 155454.2 -223.3 -113. 193. 80 17 971.50 970.15 155259.1 -195.2 -98. 194. 96 18 971.50 970.10 155119.4 -139.6 -70. 194. 124 19 971.50 970.15 155259.1 139.6 70. 33. 103 20 971.50 970.19 155370.6 111.5 56. 33. 89 21 971.50 970.34 155789.2 418.6 211. 194. 405 22 971.50 970.35 155816.9 27.8 14. 195. 209 23 971.50 970.33 155761.3 -55.7 -28. 194. 166 24 971.50 970.23 155482.1 -279.1 -141. 194. 53 25 971.50 970.18 155342.7 -139.5 -70. 194. 124 26 971.50 970.23 155482.1 139.5 70. 33. 103 27 971.50 970.34 155789.2 307.0 155. 33. 188 28 971.50 970.34 155789.2 .0 0. 193. 193 29 971.50 970.29 155649.5 -139.6 -70. 193. 123 30 971.50 970.25 155538.0 -111.5 -56. 193. 137 TOTAL FOR MONTH................ -1003.9 927. -1431. 4514. 4010. NET CHANGE IN DAY-SECOND-FEET.. -506. -504. 504. AVERAGE FLOW IN C.F.S.......... -17. 150. 134. CHANGE IN CONTENTS FOR MO.(4).. -1003.9 (1) COMPUTATIONS BASED ON THE APRIL 1989 CAPACITY TABLE. (2) BY 24-HOUR CLOCK, TIME IS 2400(MIDN.) OF DAY INDICATED UNLESS OTHERWISE NOTED. AVERAGE FLOW OR CHANGE IN RESERVOIR CONTENTS ARE FOR PERIOD ENDING AT TIME INDICATED. (3) BASED ON PROJECT RECORDS. DOES NOT INCLUDE EVAPORATION LOSSES. (4) BASED ON TOTAL CONTENTS AT BEGINNING AND END OF MONTH. RESERVOIR INFLOW COMPUTATIONS (1) SMITH RIVER, VA. PHILPOTT LAKE DECEMBER 1994 ELEVATION,NGVD29 TOTAL CHANGE IN CONTENTS FLOW, CFS ________________ __________________ _________ (2) NORMAL RESERVOIR CONTENTS ACRE - DAY-SEC-FEET (3) DATE HOUR LEVEL LEVEL AF FEET STORED DRAWDOWN OUTFLOW INFLOW ____ ____ _____ _________ ________ _____ ______ ________ _______ ______ 971.50 970.25 155537.5 1 971.50 970.20 155398.5 -139.0 -70. 194. 124 2 971.50 970.14 155231.1 -167.4 -84. 194. 110 3 971.50 970.20 155398.5 167.4 84. 33. 117 4 971.50 970.38 155900.7 502.2 253. 33. 286 5 971.50 970.72 156849.2 948.5 478. 193. 671 6 971.50 970.79 157044.5 195.3 98. 192. 290 7 971.50 970.81 157100.4 55.9 28. 193. 221 8 971.50 970.86 157239.9 139.5 70. 86. 156 9 971.50 970.92 157407.3 167.4 84. 86. 170 10 971.50 971.10 157911.4 504.2 254. 33. 287 11 971.50 971.34 158586.0 674.5 340. 33. 373 12 971.50 971.37 158670.2 84.2 42. 191. 233 13 971.50 971.38 158698.3 28.1 14. 192. 206 14 971.50 971.41 158782.5 84.2 42. 192. 234 15 971.50 971.45 158895.0 112.5 57. 191. 248 16 971.50 971.45 158895.0 .0 0. 191. 191 17 971.50 971.56 159204.1 309.1 156. 33. 189 18 971.50 971.66 159485.0 280.9 142. 33. 175 19 971.50 971.64 159428.9 -56.1 -28. 191. 163 20 971.50 971.61 159344.6 -84.4 -43. 192. 149 21 971.50 971.57 159232.2 -112.3 -57. 192. 135 22 971.50 971.54 159147.8 -84.4 -43. 192. 149 23 971.50 971.50 159035.5 -112.3 -57. 192. 135 24 971.50 971.58 159260.3 224.8 113. 33. 146 25 971.50 971.62 159372.7 112.3 57. 32. 89 26 971.50 971.57 159232.2 -140.5 -71. 192. 121 27 971.50 971.48 158979.3 -253.0 -128. 245. 117 28 971.50 971.39 158726.4 -252.8 -127. 246. 119 29 971.50 971.30 158473.5 -253.0 -128. 244. 116 30 971.50 971.20 158192.5 -280.9 -142. 246. 104 31 971.50 971.35 158613.9 421.4 212. 33. 245 TOTAL FOR MONTH................ 3076.4 2524. -978. 4523. 6069. NET CHANGE IN DAY-SECOND-FEET.. 1551. 1546. 1546. AVERAGE FLOW IN C.F.S.......... 50. 146. 196. CHANGE IN CONTENTS FOR MO.(4).. 3076.4 (1) COMPUTATIONS BASED ON THE APRIL 1989 CAPACITY TABLE. (2) BY 24-HOUR CLOCK, TIME IS 2400(MIDN.) OF DAY INDICATED UNLESS OTHERWISE NOTED. AVERAGE FLOW OR CHANGE IN RESERVOIR CONTENTS ARE FOR PERIOD ENDING AT TIME INDICATED. (3) BASED ON PROJECT RECORDS. DOES NOT INCLUDE EVAPORATION LOSSES. (4) BASED ON TOTAL CONTENTS AT BEGINNING AND END OF MONTH. RESERVOIR INFLOW COMPUTATIONS (1) SMITH RIVER, VA. PHILPOTT LAKE January 1995 ELEVATION,NGVD29 TOTAL CHANGE IN CONTENTS FLOW, CFS ________________ __________________ _________ (2) NORMAL RESERVOIR CONTENTS ACRE - DAY-SEC-FEET (3) DATE HOUR LEVEL LEVEL AF FEET STORED DRAWDOWN OUTFLOW INFLOW ____ ____ _____ _________ ________ _____ ______ ________ _______ ______ 971.50 971.35 158613.4 1 971.50 971.51 159063.6 450.2 227. 33. 260 2 971.50 971.50 159035.5 -28.1 -14. 193. 179 3 971.50 971.47 158951.1 -84.4 -43. 191. 148 4 971.50 971.41 158782.5 -168.6 -85. 192. 107 5 971.50 971.33 158557.8 -224.7 -113. 245. 132 6 971.50 971.36 158642.1 84.2 42. 245. 287 7 971.50 971.71 159625.7 983.6 496. 33. 529 8 971.50 971.91 160187.5 561.9 283. 33. 316 9 971.50 971.95 160300.0 112.5 57. 192. 249 10 971.50 971.95 160300.0 .0 0. 192. 192 11 971.50 971.96 160328.2 28.1 14. 192. 206 12 971.50 971.91 160187.5 -140.6 -71. 297. 226 13 971.50 971.88 160103.3 -84.2 -42. 245. 203 14 971.50 972.42 161641.7 1538.3 776. 33. 809 15 971.50 975.05 169258.5 7616.8 3840. 202. 4042 16 971.50 975.03 169199.4 -59.1 -30. 1097. 1067 17 971.50 974.44 167475.3 -1724.1 -869. 1459. 590 18 971.50 973.72 165381.2 -2094.1 -1056. 1466. 410 19 971.50 973.18 163820.7 -1560.5 -787. 1351. 564 20 971.50 973.25 164023.0 202.3 102. 768. 870 21 971.50 973.55 164890.0 867.0 437. 33. 470 22 971.50 973.78 165554.8 664.8 335. 32. 367 23 971.50 973.56 164918.9 -635.9 -321. 660. 339 24 971.50 973.30 164167.5 -751.4 -379. 662. 283 25 971.50 973.04 163416.0 -751.4 -379. 664. 285 26 971.50 972.79 162699.8 -716.2 -361. 615. 254 27 971.50 972.50 161870.5 -829.3 -418. 669. 251 28 971.50 972.73 162528.3 657.8 332. 33. 365 29 971.50 972.91 163043.0 514.8 260. 32. 292 30 971.50 972.81 162757.1 -285.9 -144. 457. 313 31 971.50 972.67 162356.7 -400.4 -202. 457. 255 TOTAL FOR MONTH................ 3743.2 7201. -5314. 12973. 14860. NET CHANGE IN DAY-SECOND-FEET.. 1887. 1887. 1887. AVERAGE FLOW IN C.F.S.......... 61. 418. 479. CHANGE IN CONTENTS FOR MO.(4).. 3743.2 (1) COMPUTATIONS BASED ON THE APRIL 1989 CAPACITY TABLE. (2) BY 24-HOUR CLOCK, TIME IS 2400(MIDN.) OF DAY INDICATED UNLESS OTHERWISE NOTED. AVERAGE FLOW OR CHANGE IN RESERVOIR CONTENTS ARE FOR PERIOD ENDING AT TIME INDICATED. (3) BASED ON PROJECT RECORDS. DOES NOT INCLUDE EVAPORATION LOSSES. (4) BASED ON TOTAL CONTENTS AT BEGINNING AND END OF MONTH. RESERVOIR INFLOW COMPUTATIONS (1) SMITH RIVER, VA. PHILPOTT LAKE February 1995 ELEVATION,NGVD29 TOTAL CHANGE IN CONTENTS FLOW, CFS ________________ __________________ _________ (2) NORMAL RESERVOIR CONTENTS ACRE - DAY-SEC-FEET (3) DATE HOUR LEVEL LEVEL AF FEET STORED DRAWDOWN OUTFLOW INFLOW ____ ____ _____ _________ ________ _____ ______ ________ _______ ______ 972.50 972.67 162356.2 1 972.53 972.55 162013.5 -342.7 -173. 457. 284 2 972.57 972.43 161670.3 -343.2 -173. 456. 283 3 972.60 972.31 161327.1 -343.2 -173. 457. 284 4 972.63 972.52 161927.8 600.7 303. 33. 336 5 972.67 972.70 162442.5 514.8 260. 32. 292 6 972.70 972.60 162156.4 -286.1 -144. 350. 206 7 972.73 972.52 161927.8 -228.7 -115. 350. 235 8 972.77 972.43 161670.3 -257.5 -130. 351. 221 9 972.80 972.25 161155.5 -514.8 -260. 456. 196 10 972.83 972.17 160926.7 -228.8 -115. 350. 235 11 972.87 972.29 161269.8 343.2 173. 33. 206 12 972.90 972.41 161613.0 343.2 173. 33. 206 13 972.93 972.33 161384.3 -228.7 -115. 297. 182 14 972.97 972.33 161384.3 .0 0. 191. 191 15 973.00 972.39 161555.9 171.6 87. 298. 385 16 973.04 972.49 161841.9 285.9 144. 298. 442 17 973.08 972.55 162013.5 171.6 87. 297. 384 18 973.12 972.75 162585.5 572.0 288. 33. 321 19 973.15 972.94 163128.9 543.4 274. 33. 307 20 973.19 972.93 163100.3 -28.6 -14. 297. 283 21 973.23 972.87 162928.7 -171.6 -87. 297. 210 22 973.27 972.85 162871.4 -57.3 -29. 298. 269 23 973.31 972.79 162699.8 -171.6 -87. 297. 210 24 973.35 972.74 162556.9 -143.0 -72. 297. 225 25 973.38 972.85 162871.4 314.6 159. 33. 192 26 973.42 972.98 163243.3 371.8 187. 33. 220 27 973.46 972.99 163271.9 28.6 14. 297. 311 28 973.50 973.08 163531.8 259.9 131. 297. 428 TOTAL FOR MONTH................ 1175.6 2280. -1687. 6951. 7544. NET CHANGE IN DAY-SECOND-FEET.. 593. 593. 593. AVERAGE FLOW IN C.F.S.......... 21. 248. 269. CHANGE IN CONTENTS FOR MO.(4).. 1175.6 (1) COMPUTATIONS BASED ON THE APRIL 1989 CAPACITY TABLE. (2) BY 24-HOUR CLOCK, TIME IS 2400(MIDN.) OF DAY INDICATED UNLESS OTHERWISE NOTED. AVERAGE FLOW OR CHANGE IN RESERVOIR CONTENTS ARE FOR PERIOD ENDING AT TIME INDICATED. (3) BASED ON PROJECT RECORDS. DOES NOT INCLUDE EVAPORATION LOSSES. (4) BASED ON TOTAL CONTENTS AT BEGINNING AND END OF MONTH. RESERVOIR INFLOW COMPUTATIONS (1) SMITH RIVER, VA. PHILPOTT LAKE MARCH 1995 ELEVATION,NGVD29 CHANGE IN CONTENTS FLOW, CFS ---------------- TOTAL --------------------- -------------- (2) GUIDE RESERVOIR CONTENTS ACRE - DAY-SEC-FEET (3) DATE HOUR CURVE LEVEL AF FEET STORED DRAWDOWN OUTFLOW INFLOW ---- ---- ----- ------ -- ---- ------ -------- ------- ------ 972.50 973.08 163531.3 1 972.53 973.14 163705.1 173.9 88. 296. 384 2 972.57 973.15 163734.1 28.9 15. 295. 310 3 972.60 973.16 163762.8 28.8 14. 296. 310 4 972.63 973.33 164254.3 491.4 248. 33. 281 5 972.67 973.50 164745.5 491.3 248. 32. 280 6 972.70 973.41 164485.3 -260.2 -131. 399. 268 7 972.73 973.31 164196.4 -288.9 -146. 399. 253 8 972.77 973.50 164745.5 549.1 277. 400. 677 9 972.80 973.69 165294.6 549.1 277. 399. 676 10 972.83 973.69 165294.6 0 0. 400. 400 11 972.87 973.90 165901.6 607 306. 32. 338 12 972.90 974.09 166453.4 551.8 278. 32. 310 13 972.93 973.94 166017.1 -436.3 -220. 501. 281 14 972.97 973.79 165583.5 -433.6 -219. 502. 283 15 973.00 973.61 165063.4 -520.2 -262. 510. 248 16 973.03 973.44 164572.1 -491.3 -248. 504. 256 17 973.06 973.25 164023.0 -549.1 -277. 505. 228 18 973.09 973.38 164398.7 375.7 189. 33. 222 19 973.13 973.50 164745.5 346.8 175. 32. 207 20 973.16 973.41 164485.3 -260.2 -131. 348. 217 21 973.19 973.51 164774.4 289.1 146. 88. 234 22 973.22 973.42 164514.3 -260.2 -131. 348. 217 23 973.25 973.32 164225.3 -288.9 -146. 348. 202 24 973.28 973.22 163936.2 -289.1 -146. 348. 202 25 973.31 973.31 164196.4 260.2 131. 32. 163 26 973.34 973.42 164514.3 317.9 160. 32. 192 27 973.38 973.43 164543.2 28.9 15. 189. 204 28 973.41 973.49 164716.6 173.4 87. 85. 172 29 973.44 973.48 164687.6 -28.9 -15. 190. 175 30 973.47 973.40 164456.6 -231.1 -116. 295. 179 31 973.50 973.39 164427.6 -28.9 -15. 190. 175 ---------------------------------------------------------------------------- TOTAL FOR MONTH................ 896.4 2654. -2203. 8093. 8544. NET CHANGE IN DAY-SECOND-FEET.. 452. 451. 451. AVERAGE FLOW IN C.F.S.......... 15. 261. 276. CHANGE IN CONTENTS FOR MO.(4).. 896.4 (1) COMPUTATIONS BASED ON THE APRIL 1989 CAPACITY TABLE. (2) BY 24-HOUR CLOCK, TIME IS 2400(MIDN.) OF DAY INDICATED UNLESS OTHERWISE NOTED. AVERAGE FLOW OR CHANGE IN RESERVOIR CONTENTS ARE FOR PERIOD ENDING AT TIME INDICATED. (3) BASED ON PROJECT RECORDS. DOES NOT INCLUDE EVAPORATION LOSSES. (4) BASED ON TOTAL CONTENTS AT BEGINNING AND END OF MONTH. RESERVOIR INFLOW COMPUTATIONS (1) SMITH RIVER, VA. PHILPOTT LAKE APRIL 1995 ELEVATION,NGVD29 TOTAL CHANGE IN CONTENTS FLOW, CFS ________________ __________________ _________ (2) NORMAL RESERVOIR CONTENTS ACRE - DAY-SEC-FEET (3) DATE HOUR LEVEL LEVEL AF FEET STORED DRAWDOWN OUTFLOW INFLOW ____ ____ _____ _________ ________ _____ ______ ________ _______ ______ 973.50 973.39 164427.1 1 973.50 973.49 164716.6 289.4 146. 33. 179 2 973.50 973.57 164947.8 231.3 122.(5) 32. 154 3 973.50 973.55 164890.0 -57.9 -29. 189. 160 4 973.50 973.52 164803.4 -86.6 -44. 191. 147 5 973.50 973.51 164774.4 -28.9 -15. 189. 174 6 973.50 973.49 164716.6 -57.8 -29. 189. 160 7 973.50 973.48 164687.6 -28.9 -15. 190. 175 8 973.50 973.56 164918.9 231.3 117. 33. 150 9 973.50 973.64 165150.1 231.3 117. 32. 149 10 973.50 973.62 165092.3 -57.9 -29. 190. 161 11 973.50 973.61 165063.4 -28.9 -15. 190. 175 12 973.50 973.64 165150.1 86.8 44. 189. 233 13 973.50 973.64 165150.1 .0 0. 190. 190 14 973.50 973.64 165150.1 .0 0. 190. 190 15 973.50 973.71 165352.5 202.3 102. 32. 134 16 973.50 973.79 165583.5 231.1 116. 32. 148 17 973.50 973.77 165525.9 -57.7 -29. 189. 160 18 973.50 973.75 165468.0 -57.9 -29. 190. 161 19 973.50 973.72 165381.2 -86.8 -44. 190. 146 20 973.50 973.70 165323.5 -57.7 -29. 190. 161 21 973.50 973.67 165236.8 -86.8 -44. 190. 146 22 973.50 973.73 165410.1 173.4 87. 32. 119 23 973.50 973.83 165699.3 289.1 146. 32. 178 24 973.50 973.83 165699.3 .0 0. 190. 190 25 973.50 973.81 165641.4 -57.9 -29. 188. 159 26 973.50 973.78 165554.8 -86.6 -44. 190. 146 27 973.50 973.75 165468.0 -86.8 -44. 189. 145 28 973.50 973.70 165323.5 -144.5 -73. 189. 116 29 973.50 973.76 165496.9 173.4 87. 32. 119 30 973.50 973.85 165756.9 260.0 131. 32. 163 TOTAL FOR MONTH................ 1329.8 1215. -541. 4114. 4788. NET CHANGE IN DAY-SECOND-FEET.. 670. 674. 674. AVERAGE FLOW IN C.F.S.......... 22. 137. 159. CHANGE IN CONTENTS FOR MO.(4).. 1329.8 (1) COMPUTATIONS BASED ON THE APRIL 1989 CAPACITY TABLE. (2) BY 24-HOUR CLOCK, TIME IS 2400(MIDN.) OF DAY INDICATED UNLESS OTHERWISE NOTED. AVERAGE FLOW OR CHANGE IN RESERVOIR CONTENTS ARE FOR PERIOD ENDING AT TIME INDICATED. (3) BASED ON PROJECT RECORDS. DOES NOT INCLUDE EVAPORATION LOSSES. (4) BASED ON TOTAL CONTENTS AT BEGINNING AND END OF MONTH. (5) ADJUSTED FOR 23-HOUR DAY (CONVERTING FROM EST TO EDT). RESERVOIR INFLOW COMPUTATIONS (1) SMITH RIVER, VA. PHILPOTT LAKE MAY 1995 ELEVATION,NGVD29 TOTAL CHANGE IN CONTENTS FLOW, CFS ________________ __________________ _________ (2) NORMAL RESERVOIR CONTENTS ACRE - DAY-SEC-FEET (3) DATE HOUR LEVEL LEVEL AF FEET STORED DRAWDOWN OUTFLOW INFLOW ____ ____ _____ _________ ________ _____ ______ ________ _______ ______ 973.50 973.85 165756.4 1 973.50 973.89 165872.6 116.2 59. 189. 248 2 973.50 973.96 166075.0 202.3 102. 448. 550 3 973.50 973.81 165641.4 -433.6 -219. 450. 231 4 973.50 973.64 165150.1 -491.3 -248. 451. 203 5 973.50 973.45 164601.0 -549.1 -277. 452. 175 6 973.50 973.54 164861.0 260.0 131. 33. 164 7 973.50 973.61 165063.4 202.3 102. 32. 134 8 973.50 973.57 164947.8 -115.5 -58. 190. 132 9 973.50 973.57 164947.8 .0 0. 188. 188 10 973.50 973.79 165583.5 635.7 321. 190. 511 11 973.50 973.99 166161.6 578.0 291. 190. 481 12 973.50 974.02 166249.0 87.4 44. 194. 238 13 973.50 974.16 166657.6 408.7 206. 32. 238 14 973.50 974.28 167008.2 350.6 177. 32. 209 15 973.50 974.22 166832.8 -175.4 -88. 292. 204 16 973.50 974.13 166570.1 -262.7 -132. 293. 161 17 973.50 974.05 166336.5 -233.6 -118. 292. 174 18 973.50 973.96 166075.0 -261.5 -132. 286. 154 19 973.50 973.91 165930.3 -144.6 -73. 292. 219 20 973.50 973.99 166161.6 231.3 117. 32. 149 21 973.50 974.05 166336.5 174.9 88. 32. 120 22 973.50 973.94 166017.1 -319.4 -161. 293. 132 23 973.50 973.82 165670.3 -346.8 -175. 293. 118 24 973.50 973.71 165352.5 -317.9 -160. 294. 134 25 973.50 973.59 165005.7 -346.8 -175. 294. 119 26 973.50 973.49 164716.6 -289.1 -146. 299. 153 27 973.50 973.59 165005.7 289.1 146. 32. 178 28 973.50 973.69 165294.6 288.9 146. 32. 178 29 973.50 973.69 165294.6 .0 0. 189. 189 30 973.50 973.64 165150.1 -144.5 -73. 189. 116 31 973.50 973.58 164976.8 -173.4 -87. 190. 103 TOTAL FOR MONTH................ -779.7 1930. -2322. 6695. 6303. NET CHANGE IN DAY-SECOND-FEET.. -393. -392. 392. AVERAGE FLOW IN C.F.S.......... -13. 216. 203. CHANGE IN CONTENTS FOR MO.(4).. -779.7 (1) COMPUTATIONS BASED ON THE APRIL 1989 CAPACITY TABLE. (2) BY 24-HOUR CLOCK, TIME IS 2400(MIDN.) OF DAY INDICATED UNLESS OTHERWISE NOTED. AVERAGE FLOW OR CHANGE IN RESERVOIR CONTENTS ARE FOR PERIOD ENDING AT TIME INDICATED. (3) BASED ON PROJECT RECORDS. DOES NOT INCLUDE EVAPORATION LOSSES. (4) BASED ON TOTAL CONTENTS AT BEGINNING AND END OF MONTH. RESERVOIR INFLOW COMPUTATIONS (1) SMITH RIVER, VA. PHILPOTT LAKE JUNE 1995 ELEVATION,NGVD29 TOTAL CHANGE IN CONTENTS FLOW, CFS ________________ __________________ _________ (2) NORMAL RESERVOIR CONTENTS ACRE - DAY-SEC-FEET (3) DATE HOUR LEVEL LEVEL AF FEET STORED DRAWDOWN OUTFLOW INFLOW ____ ____ _____ _________ ________ _____ ______ ________ _______ ______ 973.50 973.58 164976.3 1 973.50 973.55 164890.0 -86.3 -44. 190. 146 2 973.50 973.61 165063.4 173.4 87. 190. 277 3 973.50 973.76 165496.9 433.6 219. 32. 251 4 973.50 973.84 165728.2 231.3 117. 32. 149 5 973.50 973.78 165554.8 -173.4 -87. 240. 153 6 973.50 973.72 165381.2 -173.6 -88. 242. 154 7 973.50 973.65 165179.1 -202.1 -102. 242. 140 8 973.50 973.56 164918.9 -260.2 -131. 242. 111 9 973.50 973.49 164716.6 -202.3 -102. 242. 140 10 973.50 973.95 166046.0 1329.5 670. 31. 701 11 973.50 974.15 166628.6 582.5 294. 32. 326 12 973.50 974.11 166511.7 -116.9 -59. 241. 182 13 973.50 973.98 166132.6 -379.0 -191. 345. 154 14 973.50 973.81 165641.4 -491.3 -248. 345. 97 15 973.50 973.65 165179.1 -462.3 -233. 346. 113 16 973.50 973.51 164774.4 -404.7 -204. 347. 143 17 973.50 973.57 164947.8 173.4 87. 32. 119 18 973.50 973.61 165063.4 115.5 58. 32. 90 19 973.50 973.53 164832.3 -231.1 -117. 242. 125 20 973.50 973.47 164658.7 -173.6 -88. 242. 154 21 973.50 973.37 164369.8 -288.9 -146. 242. 96 22 973.50 973.59 165005.7 635.9 321. 244. 565 23 973.50 973.69 165294.6 288.9 146. 242. 388 24 973.50 973.90 165901.6 607.0 306. 31. 337 25 973.50 973.89 165872.6 -28.9 -15. 32. 17 26 973.50 974.30 167066.5 1193.8 602. 240. 842 27 973.50 974.41 167387.6 321.2 162. 240. 402 28 973.50 974.68 168176.1 788.5 398. 444. 842 29 973.50 975.02 169169.8 993.7 501. 446. 947 30 973.50 974.77 168439.0 -730.8 -368. 765. 397 TOTAL FOR MONTH................ 3462.7 3968. -2223. 6813. 8558. NET CHANGE IN DAY-SECOND-FEET.. 1746. 1745. 1745. AVERAGE FLOW IN C.F.S.......... 58. 227. 285. CHANGE IN CONTENTS FOR MO.(4).. 3462.7 (1) COMPUTATIONS BASED ON THE APRIL 1989 CAPACITY TABLE. (2) BY 24-HOUR CLOCK, TIME IS 2400(MIDN.) OF DAY INDICATED UNLESS OTHERWISE NOTED. AVERAGE FLOW OR CHANGE IN RESERVOIR CONTENTS ARE FOR PERIOD ENDING AT TIME INDICATED. (3) BASED ON PROJECT RECORDS. DOES NOT INCLUDE EVAPORATION LOSSES. (4) BASED ON TOTAL CONTENTS AT BEGINNING AND END OF MONTH. RESERVOIR INFLOW COMPUTATIONS (1) SMITH RIVER, VA. PHILPOTT LAKE JULY 1995 ELEVATION,NGVD29 TOTAL CHANGE IN CONTENTS FLOW, CFS ________________ __________________ _________ (2) NORMAL RESERVOIR CONTENTS ACRE - DAY-SEC-FEET (3) DATE HOUR LEVEL LEVEL AF FEET STORED DRAWDOWN OUTFLOW INFLOW ____ ____ _____ _________ ________ _____ ______ ________ _______ ______ 973.50 974.77 168438.5 1 973.50 974.47 167562.8 -875.6 -441. 761. 320 2 973.50 974.58 167884.2 321.3 162. 32. 194 3 973.50 974.39 167329.3 -554.8 -280. 449. 169 4 973.50 974.21 166803.8 -525.6 -265. 449. 184 5 973.50 974.02 166249.0 -554.8 -280. 450. 170 6 973.50 973.82 165670.3 -578.6 -292. 449. 157 7 973.50 973.61 165063.4 -607.0 -306. 451. 145 8 973.50 973.66 165207.8 144.5 73. 32. 105 9 973.50 973.71 165352.5 144.6 73. 32. 105 10 973.50 973.59 165005.7 -346.8 -175. 294. 119 11 973.50 973.47 164658.7 -347.0 -175. 291. 116 12 973.50 973.33 164254.3 -404.5 -204. 292. 88 13 973.50 973.20 163878.5 -375.7 -189. 291. 102 14 973.50 973.07 163502.8 -375.7 -189. 292. 103 15 973.50 973.11 163618.4 115.5 58. 32. 90 16 973.50 973.28 164109.8 491.4 248. 32. 280 17 973.50 973.21 163907.5 -202.3 -102. 296. 194 18 973.50 973.09 163560.7 -346.8 -175. 297. 122 19 973.50 972.95 163157.5 -403.1 -203. 297. 94 20 973.50 972.80 162728.5 -429.1 -216. 297. 81 21 973.50 972.66 162328.0 -400.5 -202. 298. 96 22 973.50 972.69 162413.9 85.9 43. 32. 75 23 973.50 972.73 162528.3 114.3 58. 33. 91 24 973.50 972.66 162328.0 -200.2 -101. 296. 195 25 973.50 972.61 162185.1 -143.0 -72. 300. 228 26 973.50 972.59 162128.0 -57.1 -29. 297. 268 27 973.50 972.45 161727.5 -400.5 -202. 297. 95 28 973.50 972.37 161498.7 -228.8 -115. 298. 183 29 973.50 972.44 161698.9 200.2 101. 33. 134 30 973.50 972.49 161841.9 143.0 72. 33. 105 31 973.50 972.35 161441.4 -400.4 -202. 297. 95 TOTAL FOR MONTH................ -6997.0 888. -4415. 8030. 4503. NET CHANGE IN DAY-SECOND-FEET.. -3528. -3527. 3527. AVERAGE FLOW IN C.F.S.......... -114. 259. 145. CHANGE IN CONTENTS FOR MO.(4).. -6997.0 (1) COMPUTATIONS BASED ON THE APRIL 1989 CAPACITY TABLE. (2) BY 24-HOUR CLOCK, TIME IS 2400(MIDN.) OF DAY INDICATED UNLESS OTHERWISE NOTED. AVERAGE FLOW OR CHANGE IN RESERVOIR CONTENTS ARE FOR PERIOD ENDING AT TIME INDICATED. (3) BASED ON PROJECT RECORDS. DOES NOT INCLUDE EVAPORATION LOSSES. (4) BASED ON TOTAL CONTENTS AT BEGINNING AND END OF MONTH. RESERVOIR INFLOW COMPUTATIONS (1) SMITH RIVER, VA. PHILPOTT LAKE AUGUST 1995 ELEVATION,NGVD29 TOTAL CHANGE IN CONTENTS FLOW, CFS ________________ __________________ _________ (2) NORMAL RESERVOIR CONTENTS ACRE - DAY-SEC-FEET (3) DATE HOUR LEVEL LEVEL AF FEET STORED DRAWDOWN OUTFLOW INFLOW ____ ____ _____ _________ ________ _____ ______ ________ _______ ______ 973.50 972.35 161440.9 1 973.47 972.20 161012.5 -428.4 -216. 297. 81 2 973.43 972.04 160554.8 -457.7 -231. 297. 66 3 973.40 971.88 160103.3 -451.5 -228. 297. 69 4 973.37 971.72 159653.6 -449.7 -227. 297. 70 5 973.33 971.73 159681.8 28.1 14. 33. 47 6 973.30 971.75 159738.0 56.3 28. 33. 61 7 973.27 971.67 159513.2 -224.8 -113. 191. 78 8 973.23 971.55 159176.0 -337.2 -170. 244. 74 9 973.20 971.34 158586.0 -590.0 -297. 350. 53 10 973.17 971.14 158023.9 -562.0 -283. 349. 66 11 973.13 970.93 157435.2 -588.8 -297. 350. 53 12 973.10 970.95 157491.0 55.9 28. 33. 61 13 973.07 970.96 157519.0 27.9 14. 33. 47 14 973.03 970.78 157016.8 -502.2 -253. 297. 44 15 973.00 970.60 156514.4 -502.3 -253. 298. 45 16 972.97 970.41 155984.3 -530.1 -267. 299. 32 17 972.94 970.22 155454.2 -530.1 -267. 299. 32 18 972.91 970.04 154952.0 -502.2 -253. 301. 48 19 972.88 969.97 154757.9 -194.1 -98. 33. -65 20 972.84 969.90 154565.6 -192.4 -97. 33. -64 21 972.81 969.84 154400.6 -165.0 -83. 301. 218 22 972.78 969.65 153878.1 -522.5 -263. 301. 38 23 972.75 969.45 153328.0 -550.0 -277. 301. 24 24 972.72 969.25 152778.0 -550.0 -277. 301. 24 25 972.69 969.05 152228.0 -550.0 -277. 301. 24 26 972.66 969.06 152255.5 27.5 14. 33. 47 27 972.63 969.20 152640.5 385.0 194. 33. 227 28 972.59 969.09 152338.1 -302.5 -152. 300. 148 29 972.56 968.91 151846.5 -491.5 -248. 301. 53 30 972.53 968.72 151331.6 -514.9 -260. 302. 42 31 972.50 968.54 150843.8 -487.8 -246. 303. 57 TOTAL FOR MONTH................ -10597.1 292. -5633. 7141. 1800. NET CHANGE IN DAY-SECOND-FEET.. -5343. -5341. 5341. AVERAGE FLOW IN C.F.S.......... -172. 230. 58. CHANGE IN CONTENTS FOR MO.(4).. -10597.1 (1) COMPUTATIONS BASED ON THE APRIL 1989 CAPACITY TABLE. (2) BY 24-HOUR CLOCK, TIME IS 2400(MIDN.) OF DAY INDICATED UNLESS OTHERWISE NOTED. AVERAGE FLOW OR CHANGE IN RESERVOIR CONTENTS ARE FOR PERIOD ENDING AT TIME INDICATED. (3) BASED ON PROJECT RECORDS. DOES NOT INCLUDE EVAPORATION LOSSES. (4) BASED ON TOTAL CONTENTS AT BEGINNING AND END OF MONTH. RESERVOIR INFLOW COMPUTATIONS (1) SMITH RIVER, VA. PHILPOTT LAKE SEPTEMBER 1995 ELEVATION,NGVD29 TOTAL CHANGE IN CONTENTS FLOW, CFS ________________ __________________ _________ (2) NORMAL RESERVOIR CONTENTS ACRE - DAY-SEC-FEET (3) DATE HOUR LEVEL LEVEL AF FEET STORED DRAWDOWN OUTFLOW INFLOW ____ ____ _____ _________ ________ _____ ______ ________ _______ ______ 972.50 968.54 150843.3 1 972.47 968.50 150735.5 -107.8 -54. 312. 258 2 972.43 968.57 150925.2 189.7 96. 33. 129 3 972.40 968.59 150979.5 54.3 27. 33. 60 4 972.37 968.43 150545.8 -433.7 -219. 249. 30 5 972.33 968.28 150139.4 -406.4 -205. 250. 45 6 972.30 968.13 149732.8 -406.6 -205. 250. 45 7 972.27 967.98 149326.8 -406.0 -205. 251. 46 8 972.23 967.82 148898.1 -428.7 -216. 250. 34 9 972.20 967.83 148925.0 26.8 14. 33. 47 10 972.17 967.84 148951.8 26.8 14. 33. 47 11 972.13 967.69 148549.7 -402.1 -203. 242. 39 12 972.10 967.54 148147.6 -402.1 -203. 246. 43 13 972.07 967.39 147745.7 -401.9 -203. 247. 44 14 972.03 967.23 147316.8 -428.9 -216. 247. 31 15 972.00 967.08 146915.0 -401.9 -203. 248. 45 16 971.97 967.20 147236.5 321.6 162. 33. 195 17 971.93 967.33 147585.0 348.4 176. 33. 209 18 971.90 967.20 147236.5 -348.4 -176. 247. 71 19 971.87 967.08 146915.0 -321.6 -162. 248. 86 20 971.83 966.94 146542.1 -372.8 -188. 248. 60 21 971.80 966.80 146172.5 -369.6 -186. 249. 63 22 971.77 966.69 145882.1 -290.4 -146. 249. 103 23 971.73 966.73 145987.7 105.5 53. 33. 86 24 971.70 966.76 146066.9 79.3 40. 33. 73 25 971.67 966.63 145723.7 -343.2 -173. 249. 76 26 971.63 966.51 145406.9 -316.8 -160. 249. 89 27 971.60 966.37 145037.3 -369.6 -186. 249. 63 28 971.57 966.22 144641.2 -396.1 -200. 249. 49 29 971.53 966.06 144218.9 -422.3 -213. 250. 37 30 971.50 966.07 144245.3 26.4 13. 33. 46 TOTAL FOR MONTH................ -6598.0 595. -3922. 5576. 2249. NET CHANGE IN DAY-SECOND-FEET.. -3327. -3327. 3327. AVERAGE FLOW IN C.F.S.......... -111. 186. 75. CHANGE IN CONTENTS FOR MO.(4).. -6598.0 (1) COMPUTATIONS BASED ON THE APRIL 1989 CAPACITY TABLE. (2) BY 24-HOUR CLOCK, TIME IS 2400(MIDN.) OF DAY INDICATED UNLESS OTHERWISE NOTED. AVERAGE FLOW OR CHANGE IN RESERVOIR CONTENTS ARE FOR PERIOD ENDING AT TIME INDICATED. (3) BASED ON PROJECT RECORDS. DOES NOT INCLUDE EVAPORATION LOSSES. (4) BASED ON TOTAL CONTENTS AT BEGINNING AND END OF MONTH. RESERVOIR INFLOW COMPUTATIONS (1) SMITH RIVER, VA. PHILPOTT LAKE OCTOBER 1995 ELEVATION,NGVD29 TOTAL CHANGE IN CONTENTS FLOW, CFS ________________ __________________ _________ (2) NORMAL RESERVOIR CONTENTS ACRE - DAY-SEC-FEET (3) DATE HOUR LEVEL LEVEL AF FEET STORED DRAWDOWN OUTFLOW INFLOW ____ ____ _____ _________ ________ _____ ______ ________ _______ ______ 971.50 966.07 144244.8 1 971.50 966.09 144298.2 53.4 27. 33. 60 2 971.50 965.98 144008.3 -289.9 -146. 199. 53 3 971.50 965.86 143695.1 -313.2 -158. 200. 42 4 971.50 965.98 144008.3 313.2 158. 200. 358 5 971.50 966.55 145512.5 1504.2 758. 199. 957 6 971.50 966.61 145670.9 158.4 80. 197. 277 7 971.50 966.70 145908.5 237.7 120. 33. 153 8 971.50 966.76 146066.9 158.4 80. 33. 113 9 971.50 966.67 145829.3 -237.7 -120. 198. 78 10 971.50 966.58 145591.8 -237.5 -120. 198. 78 11 971.50 966.49 145354.1 -237.7 -120. 198. 78 12 971.50 966.39 145090.1 -263.9 -133. 198. 65 13 971.50 966.30 144852.5 -237.7 -120. 198. 78 14 971.50 966.40 145116.6 264.1 133. 33. 166 15 971.50 966.45 145248.5 132.0 67. 33. 100 16 971.50 966.39 145090.1 -158.4 -80. 143. 63 17 971.50 966.33 144931.8 -158.4 -80. 153. 73 18 971.50 966.27 144773.3 -158.4 -80. 147. 67 19 971.50 966.20 144588.5 -184.8 -93. 158. 65 20 971.50 966.20 144588.5 .0 0. 144. 144 21 971.50 966.34 144958.2 369.6 186. 33. 219 22 971.50 966.40 145116.6 158.4 80. 33. 113 23 971.50 966.41 145142.8 26.3 13. 88. 101 24 971.50 966.41 145142.8 .0 0. 88. 88 25 971.50 966.40 145116.6 -26.3 -13. 88. 75 26 971.50 966.37 145037.3 -79.3 -40. 88. 48 27 971.50 966.43 145195.7 158.4 80. 88. 168 28 971.50 966.49 145354.1 158.4 80. 33. 113 29 971.50 966.52 145433.3 79.3 38.(5) 33. 71 30 971.50 966.51 145406.9 -26.4 -13. 88. 75 31 971.50 966.51 145406.9 .0 0. 88. 88 TOTAL FOR MONTH................ 1162.1 1900. -1316. 3643. 4227. NET CHANGE IN DAY-SECOND-FEET.. 584. 584. 584. AVERAGE FLOW IN C.F.S.......... 19. 118. 136. CHANGE IN CONTENTS FOR MO.(4).. 1162.1 (1) COMPUTATIONS BASED ON THE APRIL 1989 CAPACITY TABLE. (2) BY 24-HOUR CLOCK, TIME IS 2400(MIDN.) OF DAY INDICATED UNLESS OTHERWISE NOTED. AVERAGE FLOW OR CHANGE IN RESERVOIR CONTENTS ARE FOR PERIOD ENDING AT TIME INDICATED. (3) BASED ON PROJECT RECORDS. DOES NOT INCLUDE EVAPORATION LOSSES. (4) BASED ON TOTAL CONTENTS AT BEGINNING AND END OF MONTH. (5) ADJUSTED FOR 25-HOUR DAY (CONVERTING FROM EDT TO EST). RESERVOIR INFLOW COMPUTATIONS (1) SMITH RIVER, VA. PHILPOTT LAKE November 1995 ELEVATION,NGVD29 TOTAL CHANGE IN CONTENTS FLOW, CFS ________________ __________________ _________ (2) NORMAL RESERVOIR CONTENTS ACRE - DAY-SEC-FEET (3) DATE HOUR LEVEL LEVEL AF FEET STORED DRAWDOWN OUTFLOW INFLOW ____ ____ _____ _________ ________ _____ ______ ________ _______ ______ 971.50 966.51 145406.4 1 971.50 966.54 145486.0 79.6 40. 88. 128 2 971.50 966.57 145565.3 79.3 40. 88. 128 3 971.50 966.61 145670.9 105.5 53. 88. 141 4 971.50 966.65 145776.6 105.7 53. 33. 86 5 971.50 966.69 145882.1 105.5 53. 33. 86 6 971.50 966.69 145882.1 .0 0. 88. 88 7 971.50 966.80 146172.5 290.4 146. 88. 234 8 971.50 966.88 146383.7 211.3 107. 88. 195 9 971.50 966.90 146436.6 52.8 27. 92. 119 10 971.50 966.91 146462.8 26.3 13. 93. 106 11 971.50 967.58 148255.0 1792.1 904. 33. 937 12 971.50 968.07 149570.2 1315.3 663. 33. 696 13 971.50 968.20 149922.5 352.3 178. 89. 267 14 971.50 968.30 150193.5 270.9 137. 87. 224 15 971.50 968.34 150302.0 108.5 55. 88. 143 16 971.50 968.39 150437.4 135.5 68. 87. 155 17 971.50 968.41 150491.5 54.1 27. 87. 114 18 971.50 968.49 150708.4 216.8 109. 33. 142 19 971.50 968.56 150898.1 189.7 96. 33. 129 20 971.50 968.58 150952.3 54.3 27. 87. 114 21 971.50 968.59 150979.5 27.1 14. 87. 101 22 971.50 968.60 151006.4 27.0 14. 87. 101 23 971.50 968.61 151033.6 27.1 14. 87. 101 24 971.50 968.62 151060.7 27.1 14. 87. 101 25 971.50 968.67 151196.2 135.5 68. 33. 101 26 971.50 968.71 151304.7 108.5 55. 33. 88 27 971.50 968.72 151331.6 27.0 14. 87. 101 28 971.50 968.78 151494.4 162.8 82. 86. 168 29 971.50 968.95 151955.0 460.7 232. 87. 319 30 971.50 968.99 152063.4 108.3 55. 87. 142 TOTAL FOR MONTH................ 6657.0 3358. 0. 2197. 5555. NET CHANGE IN DAY-SECOND-FEET.. 3356. 3358. 3358. AVERAGE FLOW IN C.F.S.......... 112. 73. 185. CHANGE IN CONTENTS FOR MO.(4).. 6657.0 (1) COMPUTATIONS BASED ON THE APRIL 1989 CAPACITY TABLE. (2) BY 24-HOUR CLOCK, TIME IS 2400(MIDN.) OF DAY INDICATED UNLESS OTHERWISE NOTED. AVERAGE FLOW OR CHANGE IN RESERVOIR CONTENTS ARE FOR PERIOD ENDING AT TIME INDICATED. (3) BASED ON PROJECT RECORDS. DOES NOT INCLUDE EVAPORATION LOSSES. (4) BASED ON TOTAL CONTENTS AT BEGINNING AND END OF MONTH. RESERVOIR INFLOW COMPUTATIONS (1) SMITH RIVER, VA. PHILPOTT LAKE December 1995 ELEVATION,NGVD29 TOTAL CHANGE IN CONTENTS FLOW, CFS ________________ __________________ _________ (2) NORMAL RESERVOIR CONTENTS ACRE - DAY-SEC-FEET (3) DATE HOUR LEVEL LEVEL AF FEET STORED DRAWDOWN OUTFLOW INFLOW ____ ____ _____ _________ ________ _____ ______ ________ _______ ______ 971.50 968.99 152062.9 1 971.50 969.03 152173.1 110.2 56. 86. 142 2 971.50 969.09 152338.1 165.0 83. 33. 116 3 971.50 969.15 152503.1 165.0 83. 33. 116 4 971.50 969.16 152530.4 27.4 14. 85. 99 5 971.50 969.17 152558.0 27.5 14. 87. 101 6 971.50 969.19 152613.0 55.0 28. 86. 114 7 971.50 969.22 152695.4 82.4 42. 87. 129 8 971.50 969.23 152723.0 27.5 14. 86. 100 9 971.50 969.32 152970.5 247.6 125. 33. 158 10 971.50 969.35 153052.9 82.4 42. 33. 75 11 971.50 969.36 153080.5 27.5 14. 86. 100 12 971.50 969.37 153108.0 27.5 14. 86. 100 13 971.50 969.39 153163.0 55.1 28. 85. 113 14 971.50 969.40 153190.6 27.5 14. 87. 101 15 971.50 969.42 153245.5 54.9 28. 86. 114 16 971.50 969.49 153438.0 192.5 97. 33. 130 17 971.50 969.53 153548.1 110.1 56. 33. 89 18 971.50 969.57 153658.0 109.9 55. 86. 141 19 971.50 969.69 153988.0 330.0 166. 88. 254 20 971.50 969.76 154180.5 192.5 97. 86. 183 21 971.50 969.81 154318.0 137.5 69. 87. 156 22 971.50 969.83 154373.0 55.0 28. 87. 115 23 971.50 969.88 154510.5 137.5 69. 33. 102 24 971.50 969.93 154648.0 137.5 69. 33. 102 25 971.50 969.93 154648.0 .0 0. 86. 86 26 971.50 969.95 154703.0 55.0 28. 86. 114 27 971.50 969.96 154730.6 27.5 14. 87. 101 28 971.50 969.96 154730.6 .0 0. 86. 86 29 971.50 969.96 154730.6 .0 0. 86. 86 30 971.50 970.01 154868.4 137.9 70. 33. 103 31 971.50 970.08 155063.8 195.3 98. 33. 131 TOTAL FOR MONTH................ 3000.9 1515. 0. 2142. 3657. NET CHANGE IN DAY-SECOND-FEET.. 1513. 1515. 1515. AVERAGE FLOW IN C.F.S.......... 49. 69. 118. CHANGE IN CONTENTS FOR MO.(4).. 3000.9 (1) COMPUTATIONS BASED ON THE APRIL 1989 CAPACITY TABLE. (2) BY 24-HOUR CLOCK, TIME IS 2400(MIDN.) OF DAY INDICATED UNLESS OTHERWISE NOTED. AVERAGE FLOW OR CHANGE IN RESERVOIR CONTENTS ARE FOR PERIOD ENDING AT TIME INDICATED. (3) BASED ON PROJECT RECORDS. DOES NOT INCLUDE EVAPORATION LOSSES. (4) BASED ON TOTAL CONTENTS AT BEGINNING AND END OF MONTH. RESERVOIR INFLOW COMPUTATIONS (1) SMITH RIVER, VA. PHILPOTT LAKE January 1996 ELEVATION,NGVD29 TOTAL CHANGE IN CONTENTS FLOW, CFS ________________ __________________ _________ (2) NORMAL RESERVOIR CONTENTS ACRE - DAY-SEC-FEET (3) DATE HOUR LEVEL LEVEL AF FEET STORED DRAWDOWN OUTFLOW INFLOW ____ ____ _____ _________ ________ _____ ______ ________ _______ ______ 971.50 970.08 155063.3 1 971.50 970.09 155091.7 28.4 14. 87. 101 2 971.50 970.13 155203.2 111.5 56. 87. 143 3 971.50 970.16 155286.8 83.6 42. 86. 128 4 971.50 970.17 155314.8 27.9 14. 87. 101 5 971.50 970.19 155370.6 55.9 28. 86. 114 6 971.50 970.30 155677.5 306.9 155. 33. 188 7 971.50 970.41 155984.3 306.9 155. 33. 188 8 971.50 970.36 155844.9 -139.5 -70. 193. 123 9 971.50 970.30 155677.5 -167.4 -84. 193. 109 10 971.50 970.27 155593.9 -83.6 -42. 193. 151 11 971.50 970.27 155593.9 .0 0. 140. 140 12 971.50 970.28 155621.8 27.9 14. 140. 154 13 971.50 970.35 155816.9 195.2 98. 33. 131 14 971.50 970.44 156068.1 251.2 127. 33. 160 15 971.50 970.50 156235.5 167.4 84. 193. 277 16 971.50 970.63 156598.2 362.7 183. 193. 376 17 971.50 970.71 156821.5 223.3 113. 193. 306 18 971.50 971.23 158276.8 1455.3 734. 192. 926 19 971.50 974.60 167942.4 9665.7 4873. 191. 5064 20 971.50 974.78 168468.2 525.8 265. 604. 869 21 971.50 974.25 166920.5 -1547.7 -780. 1283. 503 22 971.50 973.91 165930.3 -990.2 -499. 867. 368 23 971.50 973.60 165034.4 -895.9 -452. 769. 317 24 971.50 973.45 164601.0 -433.4 -219. 766. 547 25 971.50 973.19 163849.6 -751.4 -379. 768. 389 26 971.50 972.96 163186.2 -663.5 -334. 772. 438 27 971.50 975.43 170383.3 7197.1 3629. 357. 3986 28 971.50 975.04 169228.8 -1154.5 -582. 1449. 867 29 971.50 974.00 166190.5 -3038.3 -1532. 2072. 540 30 971.50 973.36 164340.9 -1849.6 -933. 1383. 450 31 971.50 972.75 162585.5 -1755.4 -885. 1275. 390 TOTAL FOR MONTH................ 7522.3 10584. -6791. 14751. 18544. NET CHANGE IN DAY-SECOND-FEET.. 3792. 3793. 3793. AVERAGE FLOW IN C.F.S.......... 122. 476. 598. CHANGE IN CONTENTS FOR MO.(4).. 7522.3 (1) COMPUTATIONS BASED ON THE APRIL 1989 CAPACITY TABLE. (2) BY 24-HOUR CLOCK, TIME IS 2400(MIDN.) OF DAY INDICATED UNLESS OTHERWISE NOTED. AVERAGE FLOW OR CHANGE IN RESERVOIR CONTENTS ARE FOR PERIOD ENDING AT TIME INDICATED. (3) BASED ON PROJECT RECORDS. DOES NOT INCLUDE EVAPORATION LOSSES. (4) BASED ON TOTAL CONTENTS AT BEGINNING AND END OF MONTH. RESERVOIR INFLOW COMPUTATIONS (1) SMITH RIVER, VA. PHILPOTT LAKE FEBRUARY 1996 ELEVATION,NGVD29 TOTAL CHANGE IN CONTENTS FLOW, CFS ________________ __________________ _________ (2) NORMAL RESERVOIR CONTENTS ACRE - DAY-SEC-FEET (3) DATE HOUR LEVEL LEVEL AF FEET STORED DRAWDOWN OUTFLOW INFLOW ____ ____ _____ _________ ________ _____ ______ ________ _______ ______ 971.54 972.75 162585.0 1 971.57 972.44 161698.0 -887.0 -447. 773. 326 2 971.61 972.29 161269.0 -429.0 -216. 774. 558 3 971.64 972.50 161870.0 601.0 303. 33. 336 4 971.67 972.64 162270.0 400.0 202. 33. 235 5 971.71 972.25 161155.0 -1115.0 -562. 774. 212 6 971.74 972.14 160840.0 -315.0 -159. 403. 244 7 971.77 972.12 160783.0 -57.0 -29. 298. 269 8 971.81 972.26 161184.0 401.0 202. 139. 341 9 971.84 972.75 162585.0 1401.0 706. 138. 844 10 971.87 973.18 163820.0 1235.0 623. 33. 656 11 971.91 973.49 164716.0 896.0 452. 33. 485 12 971.94 973.65 165178.0 462.0 233. 190. 423 13 971.97 973.73 165410.0 232.0 117. 189. 306 14 972.01 973.83 165699.0 289.0 146. 189. 335 15 972.04 973.72 165381.0 -318.0 -160. 450. 290 16 972.07 973.65 165178.0 -203.0 -102. 451. 349 17 972.11 973.80 165612.0 434.0 219. 32. 251 18 972.14 973.93 165988.0 376.0 190. 32. 222 19 972.17 973.72 165381.0 -607.0 -306. 554. 248 20 972.20 973.63 165121.0 -260.0 -131. 555. 424 21 972.24 973.37 164369.0 -752.0 -379. 766. 387 22 972.27 973.06 163473.0 -896.0 -452. 769. 317 23 972.30 972.76 162614.0 -859.0 -433. 772. 339 24 972.34 972.95 163157.0 543.0 274. 32. 306 25 972.37 973.11 163618.0 461.0 232. 33. 265 26 972.40 973.01 163329.0 -289.0 -146. 401. 255 27 972.43 972.92 163071.0 -258.0 -130. 401. 271 28 972.47 972.83 162814.0 -257.0 -130. 399. 269 29 972.50 972.69 162413.0 -401.0 -202. 400. 198 TOTAL FOR MONTH................ -172.0 3899. -3984. 10046. 9961. NET CHANGE IN DAY-SECOND-FEET.. -87. -85. 85. AVERAGE FLOW IN C.F.S.......... -3. 346. 343. CHANGE IN CONTENTS FOR MO.(4).. -172.0 (1) COMPUTATIONS BASED ON THE APRIL 1989 CAPACITY TABLE. (2) BY 24-HOUR CLOCK, TIME IS 2400(MIDN.) OF DAY INDICATED UNLESS OTHERWISE NOTED. AVERAGE FLOW OR CHANGE IN RESERVOIR CONTENTS ARE FOR PERIOD ENDING AT TIME INDICATED. (3) BASED ON PROJECT RECORDS. DOES NOT INCLUDE EVAPORATION LOSSES. (4) BASED ON TOTAL CONTENTS AT BEGINNING AND END OF MONTH. RESERVOIR INFLOW COMPUTATIONS (1) SMITH RIVER, VA. PHILPOTT LAKE MARCH 1996 ELEVATION,NGVD29 CHANGE IN CONTENTS FLOW, CFS ________________ __________________ _________ TOTAL (2) GUIDE RESERVOIR CONTENTS ACRE - DAY-SEC-FEET (3) DATE HOUR CURVE LEVEL AF FEET STORED DRAWDOWN OUTFLOW INFLOW __________________________________________________________________________ 972.50 972.69 162413.0 1 972.53 972.56 162042.0 -371.0 -187. 401. 214 2 972.56 972.70 162442.0 400.0 202. 33. 235 3 972.60 972.81 162757.0 315.0 159. 33. 192 4 972.63 972.77 162642.0 -115.0 -58. 246. 188 5 972.66 972.75 162585.0 -57.0 -29. 236. 207 6 972.69 972.75 162585.0 .0 0. 238. 238 7 972.72 972.79 162699.0 114.0 57. 238. 295 8 972.76 972.73 162528.0 -171.0 -86. 240. 154 9 972.79 972.86 162900.0 372.0 188. 32. 220 10 972.82 972.97 163214.0 314.0 158. 33. 191 11 972.85 972.97 163214.0 .0 0. 191. 191 12 972.88 972.96 163186.0 -28.0 -14. 190. 176 13 972.92 972.96 163186.0 .0 0. 191. 191 14 972.95 972.96 163186.0 .0 0. 190. 190 15 972.98 973.00 163300.0 114.0 57. 190. 247 16 973.01 973.22 163936.0 636.0 321. 33. 354 17 973.04 973.51 164774.0 838.0 422. 33. 455 18 973.08 973.57 164947.0 173.0 87. 190. 277 19 973.11 974.36 167241.0 2294.0 1157. 188. 1345 20 973.14 974.40 167358.0 117.0 59. 764. 823 21 973.17 974.21 166803.0 -555.0 -280. 761. 481 22 973.21 973.93 165988.0 -815.0 -411. 761. 350 23 973.24 973.84 165728.0 -260.0 -131. 450. 319 24 973.27 974.01 166219.0 491.0 248. 32. 280 25 973.30 973.90 165901.0 -318.0 -160. 449. 289 26 973.34 973.79 165583.0 -318.0 -160. 449. 289 27 973.37 973.65 165178.0 -405.0 -204. 450. 246 28 973.40 973.83 165699.0 521.0 263. 451. 714 29 973.43 973.88 165843.0 144.0 73. 450. 523 30 973.47 974.15 166628.0 785.0 396. 32. 428 31 973.50 974.41 167387.0 759.0 383. 32. 415 __________________________________________________________________________ TOTAL FOR MONTH................ 4974.0 4230. -1720. 8207. 10717. NET CHANGE IN DAY-SECOND-FEET.. 2508. 2510. 2510. AVERAGE FLOW IN C.F.S.......... 81. 265. 346. CHANGE IN CONTENTS FOR MO.(4).. 4974.0 (1) COMPUTATIONS BASED ON THE APRIL 1989 CAPACITY TABLE. (2) BY 24-HOUR CLOCK, TIME IS 2400(MIDN.) OF DAY INDICATED UNLESS OTHERWISE NOTED. AVERAGE FLOW OR CHANGE IN RESERVOIR CONTENTS ARE FOR PERIOD ENDING AT TIME INDICATED. (3) BASED ON PROJECT RECORDS. DOES NOT INCLUDE EVAPORATION LOSSES. (4) BASED ON TOTAL CONTENTS AT BEGINNING AND END OF MONTH. RESERVOIR INFLOW COMPUTATIONS (1) SMITH RIVER, VA. PHILPOTT LAKE APRIL 1996 ELEVATION,NGVD29 CHANGE IN CONTENTS FLOW, CFS ________________ __________________ _________ TOTAL (2) GUIDE RESERVOIR CONTENTS ACRE - DAY-SEC-FEET (3) DATE HOUR CURVE LEVEL AF FEET STORED DRAWDOWN OUTFLOW INFLOW __________________________________________________________________________ 973.50 974.41 167387.0 1 973.50 974.42 167416.0 29.0 15. 603. 618 2 973.50 974.34 167183.0 -233.0 -117. 604. 487 3 973.50 974.20 166774.0 -409.0 -206. 603. 397 4 973.50 974.03 166278.0 -496.0 -250. 604. 354 5 973.50 973.84 165728.0 -550.0 -277. 605. 328 6 973.50 974.03 166278.0 550.0 277. 32. 309 7 973.50 974.18 166716.0 438.0 230.(5) 32. 262 8 973.50 974.08 166424.0 -292.0 -147. 449. 302 9 973.50 973.95 166046.0 -378.0 -191. 450. 259 10 973.50 973.83 165699.0 -347.0 -175. 449. 274 11 973.50 973.68 165265.0 -434.0 -219. 450. 231 12 973.50 973.54 164861.0 -404.0 -204. 451. 247 13 973.50 973.68 165265.0 404.0 204. 32. 236 14 973.50 973.82 165670.0 405.0 204. 32. 236 15 973.50 973.93 165988.0 318.0 160. 189. 349 16 973.50 973.98 166132.0 144.0 73. 188. 261 17 973.50 973.88 165843.0 -289.0 -146. 396. 250 18 973.50 973.75 165468.0 -375.0 -189. 397. 208 19 973.50 973.64 165150.0 -318.0 -160. 398. 238 20 973.50 973.79 165583.0 433.0 218. 32. 250 21 973.50 973.91 165930.0 347.0 175. 32. 207 22 973.50 973.85 165757.0 -173.0 -87. 294. 207 23 973.50 973.82 165670.0 -87.0 -44. 293. 249 24 973.50 973.77 165525.0 -145.0 -73. 280. 207 25 973.50 973.69 165294.0 -231.0 -116. 293. 177 26 973.50 973.66 165207.0 -87.0 -44. 295. 251 27 973.50 973.78 165554.0 347.0 175. 32. 207 28 973.50 973.87 165814.0 260.0 131. 32. 163 29 973.50 973.77 165525.0 -289.0 -146. 346. 200 30 973.50 974.07 166394.0 869.0 438. 345. 783 __________________________________________________________________________ TOTAL FOR MONTH................ -993.0 2300. -2791. 9238. 8747. NET CHANGE IN DAY-SECOND-FEET.. -491. -491. 491. AVERAGE FLOW IN C.F.S.......... -16. 308. 292. CHANGE IN CONTENTS FOR MO.(4).. -993.0 (1) COMPUTATIONS BASED ON THE APRIL 1989 CAPACITY TABLE. (2) BY 24-HOUR CLOCK, TIME IS 2400(MIDN.) OF DAY INDICATED UNLESS OTHERWISE NOTED. AVERAGE FLOW OR CHANGE IN RESERVOIR CONTENTS ARE FOR PERIOD ENDING AT TIME INDICATED. (3) BASED ON PROJECT RECORDS. DOES NOT INCLUDE EVAPORATION LOSSES. (4) BASED ON TOTAL CONTENTS AT BEGINNING AND END OF MONTH. (5) ADJUSTED FOR 23-HOUR DAY (CONVERTING FROM EST TO EDT). RESERVOIR INFLOW COMPUTATIONS (1) SMITH RIVER, VA. PHILPOTT LAKE MAY 1996 ELEVATION,NGVD29 CHANGE IN CONTENTS FLOW, CFS ________________ __________________ _________ TOTAL (2) GUIDE RESERVOIR CONTENTS ACRE - DAY-SEC-FEET (3) DATE HOUR CURVE LEVEL AF FEET STORED DRAWDOWN OUTFLOW INFLOW __________________________________________________________________________ 973.50 974.07 166394.0 1 973.50 974.13 166570.0 176.0 89. 344. 433 2 973.50 974.09 166453.0 -117.0 -59. 343. 284 3 973.50 974.05 166336.0 -117.0 -59. 344. 285 4 973.50 974.19 166745.0 409.0 206. 32. 238 5 973.50 974.33 167154.0 409.0 206. 33. 239 6 973.50 974.25 166920.0 -234.0 -118. 444. 326 7 973.50 974.25 166920.0 .0 0. 448. 448 8 973.50 974.21 166803.0 -117.0 -59. 447. 388 9 973.50 973.96 166074.0 -729.0 -368. 656. 288 10 973.50 973.70 165323.0 -751.0 -379. 657. 278 11 973.50 973.88 165843.0 520.0 262. 33. 295 12 973.50 974.00 166190.0 347.0 175. 32. 207 13 973.50 973.91 165930.0 -260.0 -131. 342. 211 14 973.50 973.88 165843.0 -87.0 -44. 183. 139 15 973.50 974.03 166278.0 435.0 219. 36. 255 16 973.50 974.60 167942.0 1664.0 839. 212. 1051 17 973.50 974.56 167825.0 -117.0 -59. 641. 582 18 973.50 974.70 168234.0 409.0 206. 160. 366 19 973.50 974.79 168497.0 263.0 133. 172. 305 20 973.50 974.12 166540.0 -1957.0 -987. 1236. 249 21 973.50 973.97 166103.0 -437.0 -220. 448. 228 22 973.50 973.81 165641.0 -462.0 -233. 447. 214 23 973.50 973.64 165150.0 -491.0 -248. 449. 201 24 973.50 973.47 164658.0 -492.0 -248. 451. 203 25 973.50 973.62 165092.0 434.0 219. 32. 251 26 973.50 973.74 165439.0 347.0 175. 32. 207 27 973.50 974.02 166248.0 809.0 408. 188. 596 28 973.50 974.30 167066.0 818.0 412. 240. 652 29 973.50 974.08 166424.0 -642.0 -324. 709. 385 30 973.50 973.87 165814.0 -610.0 -308. 657. 349 31 973.50 973.59 165005.0 -809.0 -408. 659. 251 __________________________________________________________________________ TOTAL FOR MONTH................ -1389.0 3549. -4252. 11107. 10404. NET CHANGE IN DAY-SECOND-FEET.. -700. -703. 703. AVERAGE FLOW IN C.F.S.......... -23. 358. 336. CHANGE IN CONTENTS FOR MO.(4).. -1389.0 (1) COMPUTATIONS BASED ON THE APRIL 1989 CAPACITY TABLE. (2) BY 24-HOUR CLOCK, TIME IS 2400(MIDN.) OF DAY INDICATED UNLESS OTHERWISE NOTED. AVERAGE FLOW OR CHANGE IN RESERVOIR CONTENTS ARE FOR PERIOD ENDING AT TIME INDICATED. (3) BASED ON PROJECT RECORDS. DOES NOT INCLUDE EVAPORATION LOSSES. (4) BASED ON TOTAL CONTENTS AT BEGINNING AND END OF MONTH. RESERVOIR INFLOW COMPUTATIONS (1) SMITH RIVER, VA. PHILPOTT LAKE JUNE 1996 ELEVATION,NGVD29 CHANGE IN CONTENTS FLOW, CFS ________________ __________________ _________ TOTAL (2) GUIDE RESERVOIR CONTENTS ACRE - DAY-SEC-FEET (3) DATE HOUR CURVE LEVEL AF FEET STORED DRAWDOWN OUTFLOW INFLOW __________________________________________________________________________ 973.50 973.59 165005.0 1 973.50 973.71 165352.0 347.0 175. 32. 207 2 973.50 973.83 165699.0 347.0 175. 32. 207 3 973.50 973.70 165323.0 -376.0 -190. 397. 207 4 973.50 973.60 165034.0 -289.0 -146. 399. 253 5 973.50 973.72 165381.0 347.0 175. 33. 208 6 973.50 973.82 165670.0 289.0 146. 32. 178 7 973.50 973.74 165439.0 -231.0 -116. 345. 229 8 973.50 974.14 166599.0 1160.0 585. 32. 617 9 973.50 977.44 176403.0 9804.0 4943. 32. 4975 10 973.50 978.06 178284.0 1881.0 948. 809. 1757 11 973.50 976.50 173570.0 -4714.0 -2377. 3156. 779 12 973.50 975.08 169347.0 -4223.0 -2129. 2724. 595 13 973.50 974.44 167475.0 -1872.0 -944. 1377. 433 14 973.50 973.74 165439.0 -2036.0 -1026. 1378. 352 15 973.50 973.44 164572.0 -867.0 -437. 829. 392 16 973.50 973.66 165207.0 635.0 320. 32. 352 17 973.50 973.70 165323.0 116.0 58. 241. 299 18 973.50 973.76 165496.0 173.0 87. 241. 328 19 973.50 973.88 165843.0 347.0 175. 241. 416 20 973.50 973.94 166017.0 174.0 88. 241. 329 21 973.50 973.96 166074.0 57.0 29. 240. 269 22 973.50 974.09 166453.0 379.0 191. 32. 223 23 973.50 974.21 166803.0 350.0 176. 32. 208 24 973.50 974.33 167154.0 351.0 177. 399. 576 25 973.50 974.28 167008.0 -146.0 -74. 396. 322 26 973.50 974.16 166657.0 -351.0 -177. 396. 219 27 973.50 974.02 166248.0 -409.0 -206. 395. 189 28 973.50 973.88 165843.0 -405.0 -204. 396. 192 29 973.50 973.98 166132.0 289.0 146. 32. 178 30 973.50 974.08 166424.0 292.0 147. 32. 179 __________________________________________________________________________ TOTAL FOR MONTH................ 1419.0 8741. -8026. 14953. 15668. NET CHANGE IN DAY-SECOND-FEET.. 715. 715. 715. AVERAGE FLOW IN C.F.S.......... 24. 498. 522. CHANGE IN CONTENTS FOR MO.(4).. 1419.0 (1) COMPUTATIONS BASED ON THE APRIL 1989 CAPACITY TABLE. (2) BY 24-HOUR CLOCK, TIME IS 2400(MIDN.) OF DAY INDICATED UNLESS OTHERWISE NOTED. AVERAGE FLOW OR CHANGE IN RESERVOIR CONTENTS ARE FOR PERIOD ENDING AT TIME INDICATED. (3) BASED ON PROJECT RECORDS. DOES NOT INCLUDE EVAPORATION LOSSES. (4) BASED ON TOTAL CONTENTS AT BEGINNING AND END OF MONTH. RESERVOIR INFLOW COMPUTATIONS (1) SMITH RIVER, VA. PHILPOTT LAKE JULY 1996 ELEVATION,NGVD29 CHANGE IN CONTENTS FLOW, CFS ________________ __________________ _________ TOTAL (2) GUIDE RESERVOIR CONTENTS ACRE - DAY-SEC-FEET (3) DATE HOUR CURVE LEVEL AF FEET STORED DRAWDOWN OUTFLOW INFLOW __________________________________________________________________________ 973.50 974.08 166424.0 1 973.50 974.00 166190.0 -234.0 -118. 292. 174 2 973.50 973.96 166074.0 -116.0 -58. 292. 234 3 973.50 973.88 165843.0 -231.0 -116. 293. 177 4 973.50 973.79 165583.0 -260.0 -131. 292. 161 5 973.50 973.68 165265.0 -318.0 -160. 293. 133 6 973.50 973.76 165496.0 231.0 116. 32. 148 7 973.50 973.83 165699.0 203.0 102. 32. 134 8 973.50 973.79 165583.0 -116.0 -58. 293. 235 9 973.50 973.71 165352.0 -231.0 -116. 293. 177 10 973.50 973.60 165034.0 -318.0 -160. 293. 133 11 973.50 973.49 164716.0 -318.0 -160. 295. 135 12 973.50 973.39 164427.0 -289.0 -146. 295. 149 13 973.50 973.46 164629.0 202.0 102. 32. 134 14 973.50 973.56 164918.0 289.0 146. 32. 178 15 973.50 973.74 165439.0 521.0 263. 293. 556 16 973.50 973.73 165410.0 -29.0 -15. 293. 278 17 973.50 973.65 165178.0 -232.0 -117. 287. 170 18 973.50 973.54 164861.0 -317.0 -160. 293. 133 19 973.50 973.44 164572.0 -289.0 -146. 294. 148 20 973.50 973.51 164774.0 202.0 102. 33. 135 21 973.50 973.56 164918.0 144.0 73. 33. 106 22 973.50 973.44 164572.0 -346.0 -174. 297. 123 23 973.50 973.32 164225.0 -347.0 -175. 301. 126 24 973.50 973.19 163849.0 -376.0 -190. 301. 111 25 973.50 973.22 163936.0 87.0 44. 301. 345 26 973.50 973.20 163878.0 -58.0 -29. 301. 272 27 973.50 973.26 164051.0 173.0 87. 32. 119 28 973.50 973.44 164572.0 521.0 263. 32. 295 29 973.50 973.34 164283.0 -289.0 -146. 301. 155 30 973.50 973.25 164023.0 -260.0 -131. 300. 169 31 973.50 973.16 163762.0 -261.0 -132. 300. 168 __________________________________________________________________________ TOTAL FOR MONTH................ -2662.0 1298. -2638. 7051. 5711. NET CHANGE IN DAY-SECOND-FEET.. -1342. -1340. 1340. AVERAGE FLOW IN C.F.S.......... -43. 227. 184. CHANGE IN CONTENTS FOR MO.(4).. -2662.0 (1) COMPUTATIONS BASED ON THE APRIL 1989 CAPACITY TABLE. (2) BY 24-HOUR CLOCK, TIME IS 2400(MIDN.) OF DAY INDICATED UNLESS OTHERWISE NOTED. AVERAGE FLOW OR CHANGE IN RESERVOIR CONTENTS ARE FOR PERIOD ENDING AT TIME INDICATED. (3) BASED ON PROJECT RECORDS. DOES NOT INCLUDE EVAPORATION LOSSES. (4) BASED ON TOTAL CONTENTS AT BEGINNING AND END OF MONTH. RESERVOIR INFLOW COMPUTATIONS (1) SMITH RIVER, VA. PHILPOTT LAKE AUGUST 1996 ELEVATION,NGVD29 CHANGE IN CONTENTS FLOW, CFS ________________ __________________ _________ TOTAL (2) GUIDE RESERVOIR CONTENTS ACRE - DAY-SEC-FEET (3) DATE HOUR CURVE LEVEL AF FEET STORED DRAWDOWN OUTFLOW INFLOW __________________________________________________________________________ 973.50 973.16 163762.0 1 973.47 973.13 163676.0 -86.0 -43. 301. 258 2 973.44 973.03 163387.0 -289.0 -146. 301. 155 3 973.40 973.21 163907.0 520.0 262. 33. 295 4 973.37 973.32 164225.0 318.0 160. 33. 193 5 973.34 973.23 163965.0 -260.0 -131. 300. 169 6 973.31 973.13 163676.0 -289.0 -146. 301. 155 7 973.28 973.03 163387.0 -289.0 -146. 301. 155 8 973.24 972.90 163014.0 -373.0 -188. 301. 113 9 973.21 972.86 162900.0 -114.0 -57. 300. 243 10 973.18 972.94 163128.0 228.0 115. 33. 148 11 973.15 973.00 163300.0 172.0 87. 33. 120 12 973.12 975.46 170472.0 7172.0 3616. 300. 3916 13 973.08 975.89 171744.0 1272.0 641. 604. 1245 14 973.05 975.33 170087.0 -1657.0 -835. 1276. 441 15 973.02 974.66 168117.0 -1970.0 -993. 1315. 322 16 972.99 973.90 165901.0 -2216.0 -1117. 1376. 259 17 972.96 973.60 165034.0 -867.0 -437. 708. 271 18 972.92 973.72 165381.0 347.0 175. 32. 207 19 972.89 973.50 164745.0 -636.0 -321. 513. 192 20 972.86 973.27 164080.0 -665.0 -335. 518. 183 21 972.83 973.08 163531.0 -549.0 -277. 519. 242 22 972.79 972.84 162842.0 -689.0 -347. 520. 173 23 972.76 972.60 162156.0 -686.0 -346. 521. 175 24 972.73 972.81 162757.0 601.0 303. 29. 332 25 972.70 972.92 163071.0 314.0 158. 29. 187 26 972.66 972.83 162814.0 -257.0 -130. 309. 179 27 972.63 972.93 163100.0 286.0 144. 307. 451 28 972.60 972.90 163014.0 -86.0 -43. 300. 257 29 972.57 972.86 162900.0 -114.0 -57. 300. 243 30 972.53 972.80 162728.0 -172.0 -87. 300. 213 31 972.50 972.89 162985.0 257.0 130. 32. 162 __________________________________________________________________________ TOTAL FOR MONTH................ -777.0 5791. -6182. 12045. 11654. NET CHANGE IN DAY-SECOND-FEET.. -392. -391. 391. AVERAGE FLOW IN C.F.S.......... -13. 389. 376. CHANGE IN CONTENTS FOR MO.(4).. -777.0 (1) COMPUTATIONS BASED ON THE APRIL 1989 CAPACITY TABLE. (2) BY 24-HOUR CLOCK, TIME IS 2400(MIDN.) OF DAY INDICATED UNLESS OTHERWISE NOTED. AVERAGE FLOW OR CHANGE IN RESERVOIR CONTENTS ARE FOR PERIOD ENDING AT TIME INDICATED. (3) BASED ON PROJECT RECORDS. DOES NOT INCLUDE EVAPORATION LOSSES. (4) BASED ON TOTAL CONTENTS AT BEGINNING AND END OF MONTH. RESERVOIR INFLOW COMPUTATIONS (1) SMITH RIVER, VA. PHILPOTT LAKE SEPTEMBER 1996 ELEVATION,NGVD29 CHANGE IN CONTENTS FLOW, CFS ________________ __________________ _________ TOTAL (2) GUIDE RESERVOIR CONTENTS ACRE - DAY-SEC-FEET (3) DATE HOUR CURVE LEVEL AF FEET STORED DRAWDOWN OUTFLOW INFLOW __________________________________________________________________________ 972.50 972.89 162985.0 1 972.47 972.97 163214.0 229.0 115. 33. 148 2 972.43 972.90 163014.0 -200.0 -101. 248. 147 3 972.40 973.29 164138.0 1124.0 567. 248. 815 4 972.37 973.98 166132.0 1994.0 1005. 248. 1253 5 972.33 974.11 166511.0 379.0 191. 247. 438 6 972.30 976.66 174050.0 7539.0 3801. 32. 3833 7 972.27 976.62 173930.0 -120.0 -61. 805. 744 8 972.23 976.00 172070.0 -1860.0 -938. 1356. 418 9 972.20 975.32 170057.0 -2013.0 -1015. 1351. 336 10 972.17 974.69 168205.0 -1852.0 -934. 1340. 406 11 972.13 974.64 168059.0 -146.0 -74. 1350. 1276 12 972.10 974.14 166599.0 -1460.0 -736. 1245. 509 13 972.07 973.88 165843.0 -756.0 -381. 773. 392 14 972.03 973.57 164947.0 -896.0 -452. 774. 322 15 972.00 973.73 165410.0 463.0 233. 32. 265 16 971.97 973.53 164832.0 -578.0 -291. 668. 377 17 971.93 973.28 164109.0 -723.0 -365. 668. 303 18 971.90 973.00 163300.0 -809.0 -408. 668. 260 19 971.87 972.70 162442.0 -858.0 -433. 669. 236 20 971.83 972.38 161527.0 -915.0 -461. 669. 208 21 971.80 972.54 161984.0 457.0 230. 33. 263 22 971.77 972.68 162385.0 401.0 202. 33. 235 23 971.73 972.51 161899.0 -486.0 -245. 459. 214 24 971.70 972.62 162213.0 314.0 158. 35. 193 25 971.67 972.33 161384.0 -829.0 -418. 617. 199 26 971.63 972.05 160583.0 -801.0 -404. 614. 210 27 971.60 971.81 159906.0 -677.0 -341. 561. 220 28 971.57 972.03 160526.0 620.0 313. 33. 346 29 971.53 972.22 161069.0 543.0 274. 33. 307 30 971.50 972.16 160898.0 -171.0 -86. 298. 212 __________________________________________________________________________ TOTAL FOR MONTH................ -2087.0 7089. -8144. 16140. 15085. NET CHANGE IN DAY-SECOND-FEET.. -1052. -1055. 1055. AVERAGE FLOW IN C.F.S.......... -35. 538. 503. CHANGE IN CONTENTS FOR MO.(4).. -2087.0 (1) COMPUTATIONS BASED ON THE APRIL 1989 CAPACITY TABLE. (2) BY 24-HOUR CLOCK, TIME IS 2400(MIDN.) OF DAY INDICATED UNLESS OTHERWISE NOTED. AVERAGE FLOW OR CHANGE IN RESERVOIR CONTENTS ARE FOR PERIOD ENDING AT TIME INDICATED. (3) BASED ON PROJECT RECORDS. DOES NOT INCLUDE EVAPORATION LOSSES. (4) BASED ON TOTAL CONTENTS AT BEGINNING AND END OF MONTH. RESERVOIR INFLOW COMPUTATIONS (1) SMITH RIVER, VA. PHILPOTT LAKE OCTOBER 1996 ELEVATION,NGVD29 CHANGE IN CONTENTS FLOW, CFS ________________ __________________ _________ TOTAL (2) GUIDE RESERVOIR CONTENTS ACRE - DAY-SEC-FEET (3) DATE HOUR CURVE LEVEL AF FEET STORED DRAWDOWN OUTFLOW INFLOW __________________________________________________________________________ 971.50 972.16 160898.0 1 971.50 972.19 160983.0 85.0 43. 288. 331 2 971.50 972.20 161012.0 29.0 15. 288. 303 3 971.50 972.10 160726.0 -286.0 -144. 393. 249 4 971.50 971.99 160412.0 -314.0 -158. 389. 231 5 971.50 972.10 160726.0 314.0 158. 33. 191 6 971.50 972.22 161069.0 343.0 173. 33. 206 7 971.50 972.09 160697.0 -372.0 -188. 381. 193 8 971.50 972.18 160955.0 258.0 130. 401. 531 9 971.50 972.27 161212.0 257.0 130. 412. 542 10 971.50 972.26 161184.0 -28.0 -14. 412. 398 11 971.50 972.18 160955.0 -229.0 -115. 412. 297 12 971.50 972.34 161412.0 457.0 230. 33. 263 13 971.50 972.49 161841.0 429.0 216. 33. 249 14 971.50 972.37 161498.0 -343.0 -173. 411. 238 15 971.50 972.23 161098.0 -400.0 -202. 412. 210 16 971.50 972.10 160726.0 -372.0 -188. 412. 224 17 971.50 971.96 160328.0 -398.0 -201. 413. 212 18 971.50 971.84 159990.0 -338.0 -170. 414. 244 19 971.50 972.01 160469.0 479.0 241. 33. 274 20 971.50 972.16 160898.0 429.0 216. 33. 249 21 971.50 972.05 160583.0 -315.0 -159. 359. 200 22 971.50 972.10 160726.0 143.0 72. 141. 213 23 971.50 971.93 160243.0 -483.0 -244. 456. 212 24 971.50 971.79 159850.0 -393.0 -198. 404. 206 25 971.50 971.64 159428.0 -422.0 -213. 404. 191 26 971.50 971.77 159794.0 366.0 185. 33. 218 27 971.50 971.89 160131.0 337.0 163.(5) 33. 196 28 971.50 971.82 159934.0 -197.0 -99. 300. 201 29 971.50 971.74 159709.0 -225.0 -113. 299. 186 30 971.50 971.68 159541.0 -168.0 -85. 300. 215 31 971.50 971.59 159288.0 -253.0 -128. 297. 169 __________________________________________________________________________ TOTAL FOR MONTH................ -1610.0 1972. -2792. 8662. 7842. NET CHANGE IN DAY-SECOND-FEET.. -820. -820. 820. AVERAGE FLOW IN C.F.S.......... -25. 279. 254. CHANGE IN CONTENTS FOR MO.(4).. -1610.0 (1) COMPUTATIONS BASED ON THE APRIL 1989 CAPACITY TABLE. (2) BY 24-HOUR CLOCK, TIME IS 2400(MIDN.) OF DAY INDICATED UNLESS OTHERWISE NOTED. AVERAGE FLOW OR CHANGE IN RESERVOIR CONTENTS ARE FOR PERIOD ENDING AT TIME INDICATED. (3) BASED ON PROJECT RECORDS. DOES NOT INCLUDE EVAPORATION LOSSES. (4) BASED ON TOTAL CONTENTS AT BEGINNING AND END OF MONTH. (5) ADJUSTED FOR 25-HOUR DAY (CONVERTING FROM EDT TO EST). RESERVOIR INFLOW COMPUTATIONS (1) SMITH RIVER, VA. PHILPOTT LAKE NOVEMBER 1996 ELEVATION,NGVD29 CHANGE IN CONTENTS FLOW, CFS ________________ __________________ _________ TOTAL (2) GUIDE RESERVOIR CONTENTS ACRE - DAY-SEC-FEET (3) DATE HOUR CURVE LEVEL AF FEET STORED DRAWDOWN OUTFLOW INFLOW __________________________________________________________________________ 971.50 971.59 159288.0 1 971.50 971.51 159063.0 -225.0 -113. 299. 186 2 971.50 971.62 159372.0 309.0 156. 33. 189 3 971.50 971.73 159681.0 309.0 156. 33. 189 4 971.50 971.70 159597.0 -84.0 -42. 194. 152 5 971.50 971.71 159625.0 28.0 14. 194. 208 6 971.50 971.74 159709.0 84.0 42. 194. 236 7 971.50 971.80 159878.0 169.0 85. 194. 279 8 971.50 973.33 164254.0 4376.0 2206. 194. 2400 9 971.50 973.84 165728.0 1474.0 743. 32. 775 10 971.50 974.14 166599.0 871.0 439. 32. 471 11 971.50 974.08 166424.0 -175.0 -88. 450. 362 12 971.50 973.99 166161.0 -263.0 -133. 450. 317 13 971.50 973.86 165785.0 -376.0 -190. 503. 313 14 971.50 973.62 165092.0 -693.0 -349. 658. 309 15 971.50 973.36 164340.0 -752.0 -379. 655. 276 16 971.50 973.11 163618.0 -722.0 -364. 656. 292 17 971.50 972.83 162814.0 -804.0 -405. 659. 254 18 971.50 972.59 162127.0 -687.0 -346. 661. 315 19 971.50 972.33 161384.0 -743.0 -375. 666. 291 20 971.50 972.06 160612.0 -772.0 -389. 666. 277 21 971.50 971.89 160131.0 -481.0 -243. 667. 424 22 971.50 971.68 159541.0 -590.0 -297. 667. 370 23 971.50 971.87 160075.0 534.0 269. 34. 303 24 971.50 972.05 160583.0 508.0 256. 33. 289 25 971.50 972.06 160612.0 29.0 15. 300. 315 26 971.50 972.31 161327.0 715.0 360. 300. 660 27 971.50 972.38 161527.0 200.0 101. 300. 401 28 971.50 972.42 161641.0 114.0 57. 300. 357 29 971.50 972.42 161641.0 .0 0. 302. 302 30 971.50 972.32 161355.0 -286.0 -144. 667. 523 __________________________________________________________________________ TOTAL FOR MONTH................ 2067.0 4899. -3857. 10993. 12035. NET CHANGE IN DAY-SECOND-FEET.. 1042. 1042. 1042. AVERAGE FLOW IN C.F.S.......... 35. 366. 401. CHANGE IN CONTENTS FOR MO.(4).. 2067.0 (1) COMPUTATIONS BASED ON THE APRIL 1989 CAPACITY TABLE. (2) BY 24-HOUR CLOCK, TIME IS 2400(MIDN.) OF DAY INDICATED UNLESS OTHERWISE NOTED. AVERAGE FLOW OR CHANGE IN RESERVOIR CONTENTS ARE FOR PERIOD ENDING AT TIME INDICATED. (3) BASED ON PROJECT RECORDS. DOES NOT INCLUDE EVAPORATION LOSSES. (4) BASED ON TOTAL CONTENTS AT BEGINNING AND END OF MONTH. RESERVOIR INFLOW COMPUTATIONS (1) SMITH RIVER, VA. PHILPOTT LAKE DECEMBER 1996 ELEVATION,NGVD29 CHANGE IN CONTENTS FLOW, CFS ________________ __________________ _________ TOTAL (2) GUIDE RESERVOIR CONTENTS ACRE - DAY-SEC-FEET (3) DATE HOUR CURVE LEVEL AF FEET STORED DRAWDOWN OUTFLOW INFLOW __________________________________________________________________________ 971.50 972.32 161355.0 1 971.50 975.02 169169.0 7814.0 3940. 36. 3976 2 971.50 975.62 170945.0 1776.0 895. 654. 1549 3 971.50 975.72 171241.0 296.0 149. 651. 800 4 971.50 975.29 169968.0 -1273.0 -642. 1278. 636 5 971.50 974.85 168672.0 -1296.0 -653. 1280. 627 6 971.50 974.36 167241.0 -1431.0 -721. 1280. 559 7 971.50 974.01 166219.0 -1022.0 -515. 1232. 717 8 971.50 973.59 165005.0 -1214.0 -612. 1231. 619 9 971.50 973.07 163502.0 -1503.0 -758. 1281. 523 10 971.50 972.92 163071.0 -431.0 -217. 659. 442 11 971.50 972.77 162642.0 -429.0 -216. 660. 444 12 971.50 972.63 162242.0 -400.0 -202. 662. 460 13 971.50 972.62 162213.0 -29.0 -15. 662. 647 14 971.50 972.50 161870.0 -343.0 -173. 663. 490 15 971.50 972.34 161412.0 -458.0 -231. 666. 435 16 971.50 972.17 160926.0 -486.0 -245. 667. 422 17 971.50 972.01 160469.0 -457.0 -230. 667. 437 18 971.50 971.86 160047.0 -422.0 -213. 666. 453 19 971.50 971.70 159597.0 -450.0 -227. 667. 440 20 971.50 971.50 159035.0 -562.0 -283. 667. 384 21 971.50 971.73 159681.0 646.0 326. 34. 360 22 971.50 971.96 160328.0 647.0 326. 33. 359 23 971.50 972.08 160669.0 341.0 172. 194. 366 24 971.50 972.22 161069.0 400.0 202. 194. 396 25 971.50 972.35 161441.0 372.0 188. 194. 382 26 971.50 972.45 161727.0 286.0 144. 194. 338 27 971.50 972.56 162042.0 315.0 159. 203. 362 28 971.50 972.77 162642.0 600.0 303. 32. 335 29 971.50 972.98 163243.0 601.0 303. 32. 335 30 971.50 972.94 163128.0 -115.0 -58. 399. 341 31 971.50 972.88 162957.0 -171.0 -86. 401. 315 __________________________________________________________________________ TOTAL FOR MONTH................ 1602.0 7107. -6297. 18139. 18949. NET CHANGE IN DAY-SECOND-FEET.. 808. 810. 810. AVERAGE FLOW IN C.F.S.......... 26. 585. 611. CHANGE IN CONTENTS FOR MO.(4).. 1602.0 (1) COMPUTATIONS BASED ON THE APRIL 1989 CAPACITY TABLE. (2) BY 24-HOUR CLOCK, TIME IS 2400(MIDN.) OF DAY INDICATED UNLESS OTHERWISE NOTED. AVERAGE FLOW OR CHANGE IN RESERVOIR CONTENTS ARE FOR PERIOD ENDING AT TIME INDICATED. (3) BASED ON PROJECT RECORDS. DOES NOT INCLUDE EVAPORATION LOSSES. (4) BASED ON TOTAL CONTENTS AT BEGINNING AND END OF MONTH. RESERVOIR INFLOW COMPUTATIONS (1) SMITH RIVER, VA. PHILPOTT LAKE JANUARY 1997 ELEVATION,NGVD29 CHANGE IN CONTENTS FLOW, CFS ________________ __________________ _________ TOTAL (2) GUIDE RESERVOIR CONTENTS ACRE - DAY-SEC-FEET (3) DATE HOUR CURVE LEVEL AF FEET STORED DRAWDOWN OUTFLOW INFLOW __________________________________________________________________________ 971.50 972.88 162957.0 1 971.50 972.76 162614.0 -343.0 -173. 507. 334 2 971.50 972.64 162270.0 -344.0 -173. 507. 334 3 971.50 972.51 161899.0 -371.0 -187. 509. 322 4 971.50 972.36 161470.0 -429.0 -216. 510. 294 5 971.50 972.27 161212.0 -258.0 -130. 510. 380 6 971.50 972.13 160812.0 -400.0 -202. 511. 309 7 971.50 971.98 160384.0 -428.0 -216. 512. 296 8 971.50 971.82 159934.0 -450.0 -227. 512. 285 9 971.50 971.81 159906.0 -28.0 -14. 512. 498 10 971.50 971.67 159513.0 -393.0 -198. 512. 314 11 971.50 971.90 160159.0 646.0 326. 33. 359 12 971.50 972.09 160697.0 538.0 271. 33. 304 13 971.50 972.00 160440.0 -257.0 -130. 406. 276 14 971.50 971.84 159990.0 -450.0 -227. 512. 285 15 971.50 971.69 159569.0 -421.0 -212. 512. 300 16 971.50 971.71 159625.0 56.0 28. 512. 540 17 971.50 971.61 159344.0 -281.0 -142. 513. 371 18 971.50 971.48 158979.0 -365.0 -184. 460. 276 19 971.50 971.67 159513.0 534.0 269. 33. 302 20 971.50 971.62 159372.0 -141.0 -71. 406. 335 21 971.50 971.55 159175.0 -197.0 -99. 406. 307 22 971.50 971.53 159119.0 -56.0 -28. 353. 325 23 971.50 971.54 159147.0 28.0 14. 353. 367 24 971.50 971.73 159681.0 534.0 269. 193. 462 25 971.50 972.08 160669.0 988.0 498. 33. 531 26 971.50 972.35 161441.0 772.0 389. 33. 422 27 971.50 972.47 161784.0 343.0 173. 194. 367 28 971.50 972.75 162585.0 801.0 404. 141. 545 29 971.50 972.92 163071.0 486.0 245. 193. 438 30 971.50 972.86 162900.0 -171.0 -86. 506. 420 31 971.50 972.79 162699.0 -201.0 -101. 454. 353 __________________________________________________________________________ TOTAL FOR MONTH................ -258.0 2886. -3016. 11381. 11251. NET CHANGE IN DAY-SECOND-FEET.. -130. -130. 130. AVERAGE FLOW IN C.F.S.......... -4. 367. 363. CHANGE IN CONTENTS FOR MO.(4).. -258.0 (1) COMPUTATIONS BASED ON THE APRIL 1989 CAPACITY TABLE. (2) BY 24-HOUR CLOCK, TIME IS 2400(MIDN.) OF DAY INDICATED UNLESS OTHERWISE NOTED. AVERAGE FLOW OR CHANGE IN RESERVOIR CONTENTS ARE FOR PERIOD ENDING AT TIME INDICATED. (3) BASED ON PROJECT RECORDS. DOES NOT INCLUDE EVAPORATION LOSSES. (4) BASED ON TOTAL CONTENTS AT BEGINNING AND END OF MONTH. RESERVOIR INFLOW COMPUTATIONS (1) SMITH RIVER, VA. PHILPOTT LAKE FEBRUARY 1997 ELEVATION,NGVD29 CHANGE IN CONTENTS FLOW, CFS ________________ __________________ _________ TOTAL (2) GUIDE RESERVOIR CONTENTS ACRE - DAY-SEC-FEET (3) DATE HOUR CURVE LEVEL AF FEET STORED DRAWDOWN OUTFLOW INFLOW __________________________________________________________________________ 971.50 972.79 162699.0 1 971.53 972.80 162728.0 29.0 15. 353. 368 2 971.56 972.82 162785.0 57.0 29. 301. 330 3 971.59 972.63 162242.0 -543.0 -274. 611. 337 4 971.63 972.43 161670.0 -572.0 -288. 615. 327 5 971.66 972.64 162270.0 600.0 303. 34. 337 6 971.69 972.42 161641.0 -629.0 -317. 613. 296 7 971.72 972.25 161155.0 -486.0 -245. 566. 321 8 971.75 972.53 161956.0 801.0 404. 33. 437 9 971.78 972.74 162556.0 600.0 303. 33. 336 10 971.81 972.68 162385.0 -171.0 -86. 455. 369 11 971.84 972.59 162127.0 -258.0 -130. 456. 326 12 971.88 972.49 161841.0 -286.0 -144. 458. 314 13 971.91 972.48 161813.0 -28.0 -14. 460. 446 14 971.94 972.52 161927.0 114.0 57. 305. 362 15 971.97 973.00 163300.0 1373.0 692. 193. 885 16 972.01 973.39 164427.0 1127.0 568. 33. 601 17 972.05 973.43 164543.0 116.0 58. 398. 456 18 972.09 973.36 164340.0 -203.0 -102. 500. 398 19 972.13 973.18 163820.0 -520.0 -262. 656. 394 20 972.17 972.99 163271.0 -549.0 -277. 658. 381 21 972.21 972.93 163100.0 -171.0 -86. 598. 512 22 972.26 973.40 164456.0 1356.0 684. 34. 718 23 972.30 973.72 165381.0 925.0 466. 33. 499 24 972.34 973.63 165121.0 -260.0 -131. 557. 426 25 972.38 973.53 164832.0 -289.0 -146. 559. 413 26 972.42 973.41 164485.0 -347.0 -175. 555. 380 27 972.46 973.29 164138.0 -347.0 -175. 556. 381 28 972.50 973.29 164138.0 .0 0. 504. 504 __________________________________________________________________________ TOTAL FOR MONTH................ 1439.0 3579. -2852. 11127. 11854. NET CHANGE IN DAY-SECOND-FEET.. 726. 727. 727. AVERAGE FLOW IN C.F.S.......... 26. 397. 423. CHANGE IN CONTENTS FOR MO.(4).. 1439.0 (1) COMPUTATIONS BASED ON THE APRIL 1989 CAPACITY TABLE. (2) BY 24-HOUR CLOCK, TIME IS 2400(MIDN.) OF DAY INDICATED UNLESS OTHERWISE NOTED. AVERAGE FLOW OR CHANGE IN RESERVOIR CONTENTS ARE FOR PERIOD ENDING AT TIME INDICATED. (3) BASED ON PROJECT RECORDS. DOES NOT INCLUDE EVAPORATION LOSSES. (4) BASED ON TOTAL CONTENTS AT BEGINNING AND END OF MONTH. RESERVOIR INFLOW COMPUTATIONS (1) SMITH RIVER, VA. PHILPOTT LAKE MARCH 1997 ELEVATION,NGVD29 CHANGE IN CONTENTS FLOW, CFS ________________ __________________ _________ TOTAL (2) GUIDE RESERVOIR CONTENTS ACRE - DAY-SEC-FEET (3) DATE HOUR CURVE LEVEL AF FEET STORED DRAWDOWN OUTFLOW INFLOW __________________________________________________________________________ 972.50 973.29 164138.0 1 972.53 973.56 164918.0 780.0 393. 33. 426 2 972.56 973.86 165785.0 867.0 437. 32. 469 3 972.60 974.52 167708.0 1923.0 970. 554. 1524 4 972.63 974.78 168468.0 760.0 383. 583. 966 5 972.66 974.84 168643.0 175.0 88. 650. 738 6 972.69 974.79 168497.0 -146.0 -74. 660. 586 7 972.72 974.69 168205.0 -292.0 -147. 659. 512 8 972.76 974.58 167884.0 -321.0 -162. 659. 497 9 972.79 974.43 167446.0 -438.0 -221. 659. 438 10 972.82 974.27 166978.0 -468.0 -236. 659. 423 11 972.85 974.10 166482.0 -496.0 -250. 661. 411 12 972.88 973.92 165959.0 -523.0 -264. 659. 395 13 972.92 973.74 165439.0 -520.0 -262. 658. 396 14 972.95 974.02 166248.0 809.0 408. 658. 1066 15 972.98 974.44 167475.0 1227.0 619. 33. 652 16 973.01 974.76 168409.0 934.0 471. 32. 503 17 973.04 974.69 168205.0 -204.0 -103. 557. 454 18 973.08 974.62 168000.0 -205.0 -103. 556. 453 19 973.11 974.70 168234.0 234.0 118. 556. 674 20 973.14 974.65 168088.0 -146.0 -74. 657. 583 21 973.17 974.53 167738.0 -350.0 -176. 657. 481 22 973.21 974.39 167329.0 -409.0 -206. 657. 451 23 973.24 974.23 166862.0 -467.0 -235. 658. 423 24 973.27 974.05 166336.0 -526.0 -265. 658. 393 25 973.30 973.88 165843.0 -493.0 -249. 658. 409 26 973.34 973.78 165554.0 -289.0 -146. 657. 511 27 973.37 973.60 165034.0 -520.0 -262. 658. 396 28 973.40 973.40 164456.0 -578.0 -291. 655. 364 29 973.43 973.64 165150.0 694.0 350. 33. 383 30 973.47 973.87 165814.0 664.0 335. 32. 367 31 973.50 973.77 165525.0 -289.0 -146. 555. 409 __________________________________________________________________________ TOTAL FOR MONTH................ 1387.0 4572. -3872. 16053. 16753. NET CHANGE IN DAY-SECOND-FEET.. 699. 700. 700. AVERAGE FLOW IN C.F.S.......... 23. 518. 541. CHANGE IN CONTENTS FOR MO.(4).. 1387.0 (1) COMPUTATIONS BASED ON THE APRIL 1989 CAPACITY TABLE. (2) BY 24-HOUR CLOCK, TIME IS 2400(MIDN.) OF DAY INDICATED UNLESS OTHERWISE NOTED. AVERAGE FLOW OR CHANGE IN RESERVOIR CONTENTS ARE FOR PERIOD ENDING AT TIME INDICATED. (3) BASED ON PROJECT RECORDS. DOES NOT INCLUDE EVAPORATION LOSSES. (4) BASED ON TOTAL CONTENTS AT BEGINNING AND END OF MONTH. RESERVOIR INFLOW COMPUTATIONS (1) SMITH RIVER, VA. PHILPOTT LAKE APRIL 1997 ELEVATION,NGVD29 CHANGE IN CONTENTS FLOW, CFS ________________ __________________ _________ TOTAL (2) GUIDE RESERVOIR CONTENTS ACRE - DAY-SEC-FEET (3) DATE HOUR CURVE LEVEL AF FEET STORED DRAWDOWN OUTFLOW INFLOW __________________________________________________________________________ 973.50 973.77 165525.0 1 973.50 973.63 165121.0 -404.0 -204. 556. 352 2 973.50 973.49 164716.0 -405.0 -204. 557. 353 3 973.50 973.36 164340.0 -376.0 -190. 555. 365 4 973.50 973.22 163936.0 -404.0 -204. 556. 352 5 973.50 973.43 164543.0 607.0 306. 33. 339 6 973.50 973.67 165236.0 693.0 365.(5) 32. 397 7 973.50 973.69 165294.0 58.0 29. 350. 379 8 973.50 973.74 165439.0 145.0 73. 299. 372 9 973.50 973.78 165554.0 115.0 58. 300. 358 10 973.50 973.58 164976.0 -578.0 -291. 608. 317 11 973.50 973.62 165092.0 116.0 58. 244. 302 12 973.50 974.00 166190.0 1098.0 554. 32. 586 13 973.50 974.25 166920.0 730.0 368. 32. 400 14 973.50 974.17 166686.0 -234.0 -118. 502. 384 15 973.50 973.95 166046.0 -640.0 -323. 656. 333 16 973.50 973.72 165381.0 -665.0 -335. 657. 322 17 973.50 973.48 164687.0 -694.0 -350. 656. 306 18 973.50 973.27 164080.0 -607.0 -306. 604. 298 19 973.50 973.46 164629.0 549.0 277. 32. 309 20 973.50 973.64 165150.0 521.0 263. 32. 295 21 973.50 973.62 165092.0 -58.0 -29. 351. 322 22 973.50 973.67 165236.0 144.0 73. 299. 372 23 973.50 973.79 165583.0 347.0 175. 299. 474 24 973.50 973.75 165468.0 -115.0 -58. 452. 394 25 973.50 973.72 165381.0 -87.0 -44. 399. 355 26 973.50 973.70 165323.0 -58.0 -29. 347. 318 27 973.50 973.82 165670.0 347.0 175. 295. 470 28 973.50 973.96 166074.0 404.0 204. 502. 706 29 973.50 974.92 168876.0 2802.0 1413. 532. 1945 30 973.50 974.92 168876.0 .0 0. 669. 669 __________________________________________________________________________ TOTAL FOR MONTH................ 3351.0 4391. -2685. 11438. 13144. NET CHANGE IN DAY-SECOND-FEET.. 1706. 1706. 1706. AVERAGE FLOW IN C.F.S.......... 57. 381. 438. CHANGE IN CONTENTS FOR MO.(4).. 3351.0 (1) COMPUTATIONS BASED ON THE APRIL 1989 CAPACITY TABLE. (2) BY 24-HOUR CLOCK, TIME IS 2400(MIDN.) OF DAY INDICATED UNLESS OTHERWISE NOTED. AVERAGE FLOW OR CHANGE IN RESERVOIR CONTENTS ARE FOR PERIOD ENDING AT TIME INDICATED. (3) BASED ON PROJECT RECORDS. DOES NOT INCLUDE EVAPORATION LOSSES. (4) BASED ON TOTAL CONTENTS AT BEGINNING AND END OF MONTH. (5) ADJUSTED FOR 23-HOUR DAY (CONVERTING FROM EST TO EDT). RESERVOIR INFLOW COMPUTATIONS (1) SMITH RIVER, VA. PHILPOTT LAKE MAY 1997 ELEVATION,NGVD29 CHANGE IN CONTENTS FLOW, CFS ________________ __________________ _________ TOTAL (2) GUIDE RESERVOIR CONTENTS ACRE - DAY-SEC-FEET (3) DATE HOUR CURVE LEVEL AF FEET STORED DRAWDOWN OUTFLOW INFLOW __________________________________________________________________________ 973.50 974.92 168876.0 1 973.50 974.83 168614.0 -262.0 -132. 669. 537 2 973.50 974.69 168205.0 -409.0 -206. 669. 463 3 973.50 974.53 167738.0 -467.0 -235. 668. 433 4 973.50 974.34 167183.0 -555.0 -280. 668. 388 5 973.50 974.11 166511.0 -672.0 -339. 669. 330 6 973.50 973.90 165901.0 -610.0 -308. 669. 361 7 973.50 973.67 165236.0 -665.0 -335. 669. 334 8 973.50 973.42 164514.0 -722.0 -364. 670. 306 9 973.50 973.47 164658.0 144.0 73. 244. 317 10 973.50 973.67 165236.0 578.0 291. 32. 323 11 973.50 973.84 165728.0 492.0 248. 32. 280 12 973.50 973.78 165554.0 -174.0 -88. 398. 310 13 973.50 973.71 165352.0 -202.0 -102. 402. 300 14 973.50 973.63 165121.0 -231.0 -116. 399. 283 15 973.50 973.54 164861.0 -260.0 -131. 398. 267 16 973.50 973.46 164629.0 -232.0 -117. 398. 281 17 973.50 973.62 165092.0 463.0 233. 32. 265 18 973.50 973.78 165554.0 462.0 233. 32. 265 19 973.50 973.68 165265.0 -289.0 -146. 399. 253 20 973.50 973.59 165005.0 -260.0 -131. 399. 268 21 973.50 973.49 164716.0 -289.0 -146. 398. 252 22 973.50 973.36 164340.0 -376.0 -190. 398. 208 23 973.50 973.24 163994.0 -346.0 -174. 400. 226 24 973.50 973.38 164398.0 404.0 204. 33. 237 25 973.50 973.53 164832.0 434.0 219. 32. 251 26 973.50 973.55 164889.0 57.0 29. 243. 272 27 973.50 973.55 164889.0 .0 0. 243. 243 28 973.50 973.54 164861.0 -28.0 -14. 243. 229 29 973.50 973.52 164803.0 -58.0 -29. 243. 214 30 973.50 973.51 164774.0 -29.0 -15. 243. 228 31 973.50 973.64 165150.0 376.0 190. 32. 222 __________________________________________________________________________ TOTAL FOR MONTH................ -3726.0 1720. -3598. 11024. 9146. NET CHANGE IN DAY-SECOND-FEET.. -1879. -1878. 1878. AVERAGE FLOW IN C.F.S.......... -61. 356. 295. CHANGE IN CONTENTS FOR MO.(4).. -3726.0 (1) COMPUTATIONS BASED ON THE APRIL 1989 CAPACITY TABLE. (2) BY 24-HOUR CLOCK, TIME IS 2400(MIDN.) OF DAY INDICATED UNLESS OTHERWISE NOTED. AVERAGE FLOW OR CHANGE IN RESERVOIR CONTENTS ARE FOR PERIOD ENDING AT TIME INDICATED. (3) BASED ON PROJECT RECORDS. DOES NOT INCLUDE EVAPORATION LOSSES. (4) BASED ON TOTAL CONTENTS AT BEGINNING AND END OF MONTH. RESERVOIR INFLOW COMPUTATIONS (1) SMITH RIVER, VA. PHILPOTT LAKE JUNE 1997 ELEVATION,NGVD29 CHANGE IN CONTENTS FLOW, CFS ________________ __________________ _________ TOTAL (2) GUIDE RESERVOIR CONTENTS ACRE - DAY-SEC-FEET (3) DATE HOUR CURVE LEVEL AF FEET STORED DRAWDOWN OUTFLOW INFLOW __________________________________________________________________________ 973.50 973.64 165150.0 1 973.50 973.98 166132.0 982.0 495. 32. 527 2 973.50 974.09 166453.0 321.0 162. 291. 453 3 973.50 974.67 168146.0 1693.0 854. 297. 1151 4 973.50 974.67 168146.0 .0 0. 474. 474 5 973.50 974.44 167475.0 -671.0 -338. 648. 310 6 973.50 974.17 166686.0 -789.0 -398. 654. 256 7 973.50 973.91 165930.0 -756.0 -381. 653. 272 8 973.50 973.65 165178.0 -752.0 -379. 653. 274 9 973.50 973.46 164629.0 -549.0 -277. 532. 255 10 973.50 973.44 164572.0 -57.0 -29. 267. 238 11 973.50 973.35 164312.0 -260.0 -131. 347. 216 12 973.50 973.57 164947.0 635.0 320. 111. 431 13 973.50 973.59 165005.0 58.0 29. 268. 297 14 973.50 973.74 165439.0 434.0 219. 32. 251 15 973.50 973.86 165785.0 346.0 174. 32. 206 16 973.50 973.77 165525.0 -260.0 -131. 353. 222 17 973.50 973.74 165439.0 -86.0 -43. 353. 310 18 973.50 973.82 165670.0 231.0 116. 195. 311 19 973.50 973.86 165785.0 115.0 58. 194. 252 20 973.50 973.98 166132.0 347.0 175. 142. 317 21 973.50 974.10 166482.0 350.0 176. 32. 208 22 973.50 974.20 166774.0 292.0 147. 32. 179 23 973.50 974.19 166745.0 -29.0 -15. 194. 179 24 973.50 974.17 166686.0 -59.0 -30. 195. 165 25 973.50 974.20 166774.0 88.0 44. 194. 238 26 973.50 974.11 166511.0 -263.0 -133. 350. 217 27 973.50 974.12 166540.0 29.0 15. 299. 314 28 973.50 974.12 166540.0 .0 0. 32. 32 29 973.50 974.19 166745.0 205.0 103. 32. 135 30 973.50 974.23 166862.0 117.0 59. 297. 166 __________________________________________________________________________ TOTAL FOR MONTH................ 1712.0 3146. -2285. 8185. 8856. NET CHANGE IN DAY-SECOND-FEET.. 863. 861. 861. AVERAGE FLOW IN C.F.S.......... 29. 273. 295. CHANGE IN CONTENTS FOR MO.(4).. 1712.0 (1) COMPUTATIONS BASED ON THE APRIL 1989 CAPACITY TABLE. (2) BY 24-HOUR CLOCK, TIME IS 2400(MIDN.) OF DAY INDICATED UNLESS OTHERWISE NOTED. AVERAGE FLOW OR CHANGE IN RESERVOIR CONTENTS ARE FOR PERIOD ENDING AT TIME INDICATED. (3) BASED ON PROJECT RECORDS. DOES NOT INCLUDE EVAPORATION LOSSES. (4) BASED ON TOTAL CONTENTS AT BEGINNING AND END OF MONTH. RESERVOIR INFLOW COMPUTATIONS (1) SMITH RIVER, VA. PHILPOTT LAKE JULY 1997 ELEVATION,NGVD29 CHANGE IN CONTENTS FLOW, CFS ________________ __________________ _________ TOTAL (2) GUIDE RESERVOIR CONTENTS ACRE - DAY-SEC-FEET (3) DATE HOUR CURVE LEVEL AF FEET STORED DRAWDOWN OUTFLOW INFLOW __________________________________________________________________________ 973.50 974.23 166862.0 1 973.50 974.11 166511.0 -351.0 -177. 352. 175 2 973.50 973.93 165988.0 -523.0 -264. 353. 89 3 973.50 973.82 165670.0 -318.0 -160. 300. 140 4 973.50 973.78 165554.0 -116.0 -58. 195. 137 5 973.50 973.78 165554.0 .0 0. 32. 32 6 973.50 973.96 166074.0 520.0 262. 32. 294 7 973.50 973.94 166017.0 -57.0 -29. 248. 219 8 973.50 973.85 165757.0 -260.0 -131. 248. 117 9 973.50 973.69 165294.0 -463.0 -233. 404. 171 10 973.50 973.58 164976.0 -318.0 -160. 301. 141 11 973.50 973.47 164658.0 -318.0 -160. 300. 140 12 973.50 973.52 164803.0 145.0 73. 33. 106 13 973.50 973.58 164976.0 173.0 87. 32. 119 14 973.50 973.41 164485.0 -491.0 -248. 354. 106 15 973.50 973.22 163936.0 -549.0 -277. 406. 129 16 973.50 973.10 163589.0 -347.0 -175. 344. 169 17 973.50 973.07 163502.0 -87.0 -44. 196. 152 18 973.50 973.02 163358.0 -144.0 -73. 196. 123 19 973.50 973.07 163502.0 144.0 73. 32. 105 20 973.50 973.12 163647.0 145.0 73. 32. 105 21 973.50 972.94 163128.0 -519.0 -262. 406. 144 22 973.50 972.84 162842.0 -286.0 -144. 357. 213 23 973.50 972.70 162442.0 -400.0 -202. 345. 143 24 973.50 972.71 162471.0 29.0 15. 197. 212 25 973.50 972.68 162385.0 -86.0 -43. 196. 153 26 973.50 972.75 162585.0 200.0 101. 33. 134 27 973.50 972.78 162671.0 86.0 43. 84. 127 28 973.50 972.56 162042.0 -629.0 -317. 405. 88 29 973.50 972.40 161584.0 -458.0 -231. 393. 162 30 973.50 972.45 161727.0 143.0 72. 204. 276 31 973.50 972.41 161613.0 -114.0 -57. 195. 138 __________________________________________________________________________ TOTAL FOR MONTH................ -5249.0 799. -3445. 7205. 4559. NET CHANGE IN DAY-SECOND-FEET.. -2646. -2646. 2646. AVERAGE FLOW IN C.F.S.......... -85. 232. 147. CHANGE IN CONTENTS FOR MO.(4).. -5249.0 (1) COMPUTATIONS BASED ON THE APRIL 1989 CAPACITY TABLE. (2) BY 24-HOUR CLOCK, TIME IS 2400(MIDN.) OF DAY INDICATED UNLESS OTHERWISE NOTED. AVERAGE FLOW OR CHANGE IN RESERVOIR CONTENTS ARE FOR PERIOD ENDING AT TIME INDICATED. (3) BASED ON PROJECT RECORDS. DOES NOT INCLUDE EVAPORATION LOSSES. (4) BASED ON TOTAL CONTENTS AT BEGINNING AND END OF MONTH. RESERVOIR INFLOW COMPUTATIONS (1) SMITH RIVER, VA. PHILPOTT LAKE AUGUST 1997 ELEVATION,NGVD29 CHANGE IN CONTENTS FLOW, CFS ________________ __________________ _________ TOTAL (2) GUIDE RESERVOIR CONTENTS ACRE - DAY-SEC-FEET (3) DATE HOUR CURVE LEVEL AF FEET STORED DRAWDOWN OUTFLOW INFLOW __________________________________________________________________________ 973.50 972.41 161613.0 1 973.47 972.28 161241.0 -372.0 -188. 300. 112 2 973.43 972.32 161355.0 114.0 57. 33. 90 3 973.40 972.36 161470.0 115.0 58. 33. 91 4 973.37 972.18 160955.0 -515.0 -260. 406. 146 5 973.33 971.96 160328.0 -627.0 -316. 406. 90 6 973.30 971.80 159878.0 -450.0 -227. 300. 73 7 973.27 971.73 159681.0 -197.0 -99. 196. 97 8 973.23 971.66 159485.0 -196.0 -99. 195. 96 9 973.20 971.69 159569.0 84.0 42. 33. 75 10 973.17 971.73 159681.0 112.0 56. 33. 89 11 973.13 971.62 159372.0 -309.0 -156. 247. 91 12 973.10 971.45 158895.0 -477.0 -240. 354. 114 13 973.07 971.26 158361.0 -534.0 -269. 354. 85 14 973.03 971.08 157855.0 -506.0 -255. 354. 99 15 973.00 971.00 157630.0 -225.0 -113. 196. 83 16 972.97 971.03 157714.0 84.0 42. 33. 75 17 972.94 971.05 157770.0 56.0 28. 33. 61 18 972.91 970.80 157072.0 -698.0 -352. 406. 54 19 972.88 970.59 156486.0 -586.0 -295. 355. 60 20 972.84 970.58 156458.0 -28.0 -14. 355. 341 21 972.81 970.52 156291.0 -167.0 -84. 197. 113 22 972.78 970.42 156012.0 -279.0 -141. 196. 55 23 972.75 970.44 156068.0 56.0 28. 33. 61 24 972.72 970.46 156123.0 55.0 28. 33. 61 25 972.69 970.22 155454.0 -669.0 -337. 410. 73 26 972.66 970.03 154924.0 -530.0 -267. 358. 91 27 972.63 969.80 154290.0 -634.0 -320. 359. 39 28 972.59 969.71 154043.0 -247.0 -125. 198. 73 29 972.56 969.61 153768.0 -275.0 -139. 198. 59 30 972.53 969.62 153795.0 27.0 14. 33. 47 31 972.50 969.64 153850.0 55.0 28. 33. 61 __________________________________________________________________________ TOTAL FOR MONTH................ -7763.0 381. -4296. 6670. 2755. NET CHANGE IN DAY-SECOND-FEET.. -3914. -3915. 3915. AVERAGE FLOW IN C.F.S.......... -126. 215. 89. CHANGE IN CONTENTS FOR MO.(4).. -7763.0 (1) COMPUTATIONS BASED ON THE APRIL 1989 CAPACITY TABLE. (2) BY 24-HOUR CLOCK, TIME IS 2400(MIDN.) OF DAY INDICATED UNLESS OTHERWISE NOTED. AVERAGE FLOW OR CHANGE IN RESERVOIR CONTENTS ARE FOR PERIOD ENDING AT TIME INDICATED. (3) BASED ON PROJECT RECORDS. DOES NOT INCLUDE EVAPORATION LOSSES. (4) BASED ON TOTAL CONTENTS AT BEGINNING AND END OF MONTH. RESERVOIR INFLOW COMPUTATIONS (1) SMITH RIVER, VA. PHILPOTT LAKE SEPTEMBER 1997 ELEVATION,NGVD29 CHANGE IN CONTENTS FLOW, CFS ________________ __________________ _________ TOTAL (2) GUIDE RESERVOIR CONTENTS ACRE - DAY-SEC-FEET (3) DATE HOUR CURVE LEVEL AF FEET STORED DRAWDOWN OUTFLOW INFLOW __________________________________________________________________________ 972.50 969.64 153850.0 1 972.47 969.59 153713.0 -137.0 -69. 145. 76 2 972.43 969.40 153190.0 -523.0 -264. 306. 42 3 972.40 969.23 152723.0 -467.0 -235. 304. 69 4 972.37 969.04 152200.0 -523.0 -264. 305. 41 5 972.33 968.92 151873.0 -327.0 -165. 198. 33 6 972.30 968.93 151900.0 27.0 14. 33. 47 7 972.27 968.94 151927.0 27.0 14. 33. 47 8 972.23 968.86 151711.0 -216.0 -109. 144. 35 9 972.20 968.69 151250.0 -461.0 -232. 306. 74 10 972.17 968.81 151575.0 325.0 164. 306. 470 11 972.13 968.87 151738.0 163.0 82. 306. 388 12 972.10 968.87 151738.0 .0 0. 198. 198 13 972.07 968.92 151873.0 135.0 68. 33. 101 14 972.03 968.97 152009.0 136.0 69. 33. 102 15 972.00 968.85 151684.0 -325.0 -164. 246. 82 16 971.97 968.76 151440.0 -244.0 -123. 197. 74 17 971.93 968.62 151060.0 -380.0 -192. 303. 111 18 971.90 968.50 150735.0 -325.0 -164. 301. 137 19 971.87 968.39 150437.0 -298.0 -150. 191. 41 20 971.83 968.41 150491.0 54.0 27. 28. 55 21 971.80 968.42 150518.0 27.0 14. 28. 42 22 971.77 968.30 150193.0 -325.0 -164. 247. 83 23 971.73 968.15 149786.0 -407.0 -205. 250. 45 24 971.70 968.10 149651.0 -135.0 -68. 253. 185 25 971.67 968.00 149380.0 -271.0 -137. 249. 112 26 971.63 967.87 149032.0 -348.0 -175. 250. 75 27 971.60 967.89 149085.0 53.0 27. 33. 60 28 971.57 967.98 149326.0 241.0 122. 33. 155 29 971.53 967.90 149112.0 -214.0 -108. 200. 92 30 971.50 967.80 148844.0 -268.0 -135. 202. 67 __________________________________________________________________________ TOTAL FOR MONTH................ -5006.0 601. -3123. 5661. 3139. NET CHANGE IN DAY-SECOND-FEET.. -2524. -2522. 2522. AVERAGE FLOW IN C.F.S.......... -84. 189. 105. CHANGE IN CONTENTS FOR MO.(4).. -5006.0 (1) COMPUTATIONS BASED ON THE APRIL 1989 CAPACITY TABLE. (2) BY 24-HOUR CLOCK, TIME IS 2400(MIDN.) OF DAY INDICATED UNLESS OTHERWISE NOTED. AVERAGE FLOW OR CHANGE IN RESERVOIR CONTENTS ARE FOR PERIOD ENDING AT TIME INDICATED. (3) BASED ON PROJECT RECORDS. DOES NOT INCLUDE EVAPORATION LOSSES. (4) BASED ON TOTAL CONTENTS AT BEGINNING AND END OF MONTH. RESERVOIR INFLOW COMPUTATIONS (1) SMITH RIVER, VA. PHILPOTT LAKE OCTOBER 1997 ELEVATION,NGVD29 CHANGE IN CONTENTS FLOW, CFS ________________ __________________ _________ TOTAL (2) GUIDE RESERVOIR CONTENTS ACRE - DAY-SEC-FEET (3) DATE HOUR CURVE LEVEL AF FEET STORED DRAWDOWN OUTFLOW INFLOW __________________________________________________________________________ 971.50 967.80 148844.0 1 971.50 967.70 148576.0 -268.0 -135. 202. 67 2 971.50 967.59 148281.0 -295.0 -149. 208. 59 3 971.50 967.49 148013.0 -268.0 -135. 208. 73 4 971.50 967.51 148067.0 54.0 27. 33. 60 5 971.50 967.53 148120.0 53.0 27. 33. 60 6 971.50 967.43 147852.0 -268.0 -135. 202. 67 7 971.50 967.31 147531.0 -321.0 -162. 200. 38 8 971.50 967.21 147263.0 -268.0 -135. 200. 65 9 971.50 967.23 147316.0 53.0 27. 33. 60 10 971.50 967.02 146754.0 -562.0 -283. 371. 88 11 971.50 967.03 146780.0 26.0 13. 33. 46 12 971.50 967.04 146807.0 27.0 14. 33. 47 13 971.50 966.95 146568.0 -239.0 -120. 206. 86 14 971.50 966.84 146278.0 -290.0 -146. 205. 59 15 971.50 966.65 145776.0 -502.0 -253. 315. 62 16 971.50 966.66 145802.0 26.0 13. 33. 46 17 971.50 966.52 145433.0 -369.0 -186. 260. 74 18 971.50 966.55 145512.0 79.0 40. 33. 73 19 971.50 966.58 145591.0 79.0 40. 33. 73 20 971.50 966.47 145301.0 -290.0 -146. 207. 61 21 971.50 966.36 145010.0 -291.0 -147. 207. 60 22 971.50 966.24 144694.0 -316.0 -159. 207. 48 23 971.50 966.13 144403.0 -291.0 -147. 207. 60 24 971.50 966.06 144218.0 -185.0 -93. 207. 114 25 971.50 966.11 144350.0 132.0 67. 33. 100 26 971.50 966.24 144694.0 344.0 173. 33. 206 27 971.50 966.21 144614.0 -80.0 -40. 207. 167 28 971.50 966.10 144324.0 -290.0 -146. 207. 61 29 971.50 966.01 144086.0 -238.0 -120. 208. 88 30 971.50 965.91 143825.0 -261.0 -132. 208. 76 31 971.50 965.79 143512.0 -313.0 -158. 207. 49 __________________________________________________________________________ TOTAL FOR MONTH................ -5332.0 441. -3127. 4979. 2293. NET CHANGE IN DAY-SECOND-FEET.. -2688. -2686. 2686. AVERAGE FLOW IN C.F.S.......... -87. 161. 74. CHANGE IN CONTENTS FOR MO.(4).. -5332.0 (1) COMPUTATIONS BASED ON THE APRIL 1989 CAPACITY TABLE. (2) BY 24-HOUR CLOCK, TIME IS 2400(MIDN.) OF DAY INDICATED UNLESS OTHERWISE NOTED. AVERAGE FLOW OR CHANGE IN RESERVOIR CONTENTS ARE FOR PERIOD ENDING AT TIME INDICATED. (3) BASED ON PROJECT RECORDS. DOES NOT INCLUDE EVAPORATION LOSSES. (4) BASED ON TOTAL CONTENTS AT BEGINNING AND END OF MONTH. RESERVOIR INFLOW COMPUTATIONS (1) SMITH RIVER, VA. PHILPOTT LAKE NOVEMBER 1997 ELEVATION,NGVD29 CHANGE IN CONTENTS FLOW, CFS ________________ __________________ _________ TOTAL (2) GUIDE RESERVOIR CONTENTS ACRE - DAY-SEC-FEET (3) DATE HOUR CURVE LEVEL AF FEET STORED DRAWDOWN OUTFLOW INFLOW __________________________________________________________________________ 971.50 965.79 143512.0 1 971.50 965.92 143851.0 339.0 171. 33. 204 2 971.50 966.07 144245.0 394.0 199. 33. 232 3 971.50 966.00 144060.0 -185.0 -93. 208. 115 4 971.50 965.90 143799.0 -261.0 -132. 207. 75 5 971.50 965.79 143512.0 -287.0 -145. 208. 63 6 971.50 965.71 143303.0 -209.0 -105. 208. 103 7 971.50 965.62 143068.0 -235.0 -118. 207. 89 8 971.50 965.67 143199.0 131.0 66. 33. 99 9 971.50 965.71 143303.0 104.0 52. 33. 85 10 971.50 965.65 143146.0 -157.0 -79. 148. 69 11 971.50 965.59 142990.0 -156.0 -79. 148. 69 12 971.50 965.54 142859.0 -131.0 -66. 148. 82 13 971.50 965.53 142833.0 -26.0 -13. 148. 135 14 971.50 965.51 142781.0 -52.0 -26. 148. 122 15 971.50 965.58 142964.0 183.0 92. 33. 125 16 971.50 965.61 143042.0 78.0 39. 33. 72 17 971.50 965.55 142885.0 -157.0 -79. 148. 69 18 971.50 965.50 142755.0 -130.0 -66. 148. 82 19 971.50 965.43 142572.0 -183.0 -92. 148. 56 20 971.50 965.38 142442.0 -130.0 -66. 146. 80 21 971.50 965.37 142416.0 -26.0 -13. 148. 135 22 971.50 965.44 142598.0 182.0 92. 33. 125 23 971.50 965.49 142729.0 131.0 66. 33. 99 24 971.50 965.44 142598.0 -131.0 -66. 148. 82 25 971.50 965.38 142442.0 -156.0 -79. 148. 69 26 971.50 965.31 142259.0 -183.0 -92. 148. 56 27 971.50 965.27 142155.0 -104.0 -52. 148. 96 28 971.50 965.21 141998.0 -157.0 -79. 148. 69 29 971.50 965.25 142103.0 105.0 53. 33. 86 30 971.50 965.31 142259.0 156.0 79. 33. 112 __________________________________________________________________________ TOTAL FOR MONTH................ -1253.0 909. -1540. 3586. 2955. NET CHANGE IN DAY-SECOND-FEET.. -632. -631. 631. AVERAGE FLOW IN C.F.S.......... -21. 119. 98. CHANGE IN CONTENTS FOR MO.(4).. -1253.0 (1) COMPUTATIONS BASED ON THE APRIL 1989 CAPACITY TABLE. (2) BY 24-HOUR CLOCK, TIME IS 2400(MIDN.) OF DAY INDICATED UNLESS OTHERWISE NOTED. AVERAGE FLOW OR CHANGE IN RESERVOIR CONTENTS ARE FOR PERIOD ENDING AT TIME INDICATED. (3) BASED ON PROJECT RECORDS. DOES NOT INCLUDE EVAPORATION LOSSES. (4) BASED ON TOTAL CONTENTS AT BEGINNING AND END OF MONTH. RESERVOIR INFLOW COMPUTATIONS (1) SMITH RIVER, VA. PHILPOTT LAKE DECEMBER 1997 ELEVATION,NGVD29 CHANGE IN CONTENTS FLOW, CFS ________________ __________________ _________ TOTAL (2) GUIDE RESERVOIR CONTENTS ACRE - DAY-SEC-FEET (3) DATE HOUR CURVE LEVEL AF FEET STORED DRAWDOWN OUTFLOW INFLOW __________________________________________________________________________ 971.50 965.31 142259.0 1 971.50 965.27 142155.0 -104.0 -52. 148. 96 2 971.50 965.21 141998.0 -157.0 -79. 147. 68 3 971.50 965.17 141894.0 -104.0 -52. 148. 96 4 971.50 965.12 141763.0 -131.0 -66. 148. 82 5 971.50 965.07 141633.0 -130.0 -66. 148. 82 6 971.50 965.10 141711.0 78.0 39. 33. 72 7 971.50 965.13 141789.0 78.0 39. 33. 72 8 971.50 965.06 141607.0 -182.0 -92. 148. 56 9 971.50 965.02 141502.0 -105.0 -53. 148. 95 10 971.50 965.00 141450.0 -52.0 -26. 148. 122 11 971.50 964.93 141270.0 -180.0 -91. 148. 57 12 971.50 964.87 141116.0 -154.0 -78. 148. 70 13 971.50 964.91 141219.0 103.0 52. 33. 85 14 971.50 964.95 141322.0 103.0 52. 33. 85 15 971.50 964.89 141167.0 -155.0 -78. 148. 70 16 971.50 964.83 141013.0 -154.0 -78. 148. 70 17 971.50 964.76 140833.0 -180.0 -91. 148. 57 18 971.50 964.71 140705.0 -128.0 -65. 149. 84 19 971.50 964.64 140525.0 -180.0 -91. 149. 58 20 971.50 964.67 140602.0 77.0 39. 33. 72 21 971.50 964.70 140679.0 77.0 39. 33. 72 22 971.50 964.73 140756.0 77.0 39. 148. 187 23 971.50 964.73 140756.0 .0 0. 148. 148 24 971.50 964.75 140808.0 52.0 26. 148. 174 25 971.50 964.81 140962.0 154.0 78. 148. 226 26 971.50 964.80 140936.0 -26.0 -13. 148. 135 27 971.50 964.96 141347.0 411.0 207. 34. 241 28 971.50 965.06 141607.0 260.0 131. 34. 165 29 971.50 965.09 141685.0 78.0 39. 148. 187 30 971.50 965.08 141659.0 -26.0 -13. 148. 135 31 971.50 965.05 141580.0 -79.0 -40. 147. 107 __________________________________________________________________________ TOTAL FOR MONTH................ -679.0 780. -1124. 3670. 3326. NET CHANGE IN DAY-SECOND-FEET.. -342. -344. 344. AVERAGE FLOW IN C.F.S.......... -11. 118. 107. CHANGE IN CONTENTS FOR MO.(4).. -679.0 (1) COMPUTATIONS BASED ON THE APRIL 1989 CAPACITY TABLE. (2) BY 24-HOUR CLOCK, TIME IS 2400(MIDN.) OF DAY INDICATED UNLESS OTHERWISE NOTED. AVERAGE FLOW OR CHANGE IN RESERVOIR CONTENTS ARE FOR PERIOD ENDING AT TIME INDICATED. (3) BASED ON PROJECT RECORDS. DOES NOT INCLUDE EVAPORATION LOSSES. (4) BASED ON TOTAL CONTENTS AT BEGINNING AND END OF MONTH. RESERVOIR INFLOW COMPUTATIONS (1) SMITH RIVER, VA. PHILPOTT LAKE JANUARY 1998 ELEVATION,NGVD29 CHANGE IN CONTENTS FLOW, CFS ________________ __________________ _________ TOTAL (2) GUIDE RESERVOIR CONTENTS ACRE - DAY-SEC-FEET (3) DATE HOUR CURVE LEVEL AF FEET STORED DRAWDOWN OUTFLOW INFLOW __________________________________________________________________________ 971.50 965.05 141580.0 1 971.50 965.01 141476.0 -104.0 -52. 148. 96 2 971.50 964.95 141322.0 -154.0 -78. 147. 69 3 971.50 965.03 141528.0 206.0 104. 33. 137 4 971.50 965.09 141685.0 157.0 79. 33. 112 5 971.50 965.04 141554.0 -131.0 -66. 198. 132 6 971.50 965.07 141633.0 79.0 40. 147. 187 7 971.50 965.25 142103.0 470.0 237. 164. 401 8 971.50 966.98 146647.0 4544.0 2291. 164. 2455 9 971.50 967.39 147745.0 1098.0 554. 167. 721 10 971.50 967.63 148388.0 643.0 324. 28. 352 11 971.50 967.78 148790.0 402.0 203. 29. 232 12 971.50 967.79 148817.0 27.0 14. 203. 217 13 971.50 967.84 148951.0 134.0 68. 167. 235 14 971.50 967.83 148924.0 -27.0 -14. 174. 160 15 971.50 968.10 149651.0 727.0 367. 167. 534 16 971.50 968.37 150383.0 732.0 369. 163. 532 17 971.50 968.59 150979.0 596.0 300. 28. 328 18 971.50 968.73 151358.0 379.0 191. 28. 219 19 971.50 968.74 151385.0 27.0 14. 217. 231 20 971.50 968.74 151385.0 .0 0. 174. 174 21 971.50 968.73 151358.0 -27.0 -14. 179. 165 22 971.50 968.79 151521.0 163.0 82. 145. 227 23 971.50 969.41 153217.0 1696.0 855. 180. 1035 24 971.50 969.78 154235.0 1018.0 513. 29. 542 25 971.50 970.02 154896.0 661.0 333. 29. 362 26 971.50 970.05 154979.0 83.0 42. 202. 244 27 971.50 970.61 156542.0 1563.0 788. 148. 936 28 971.50 972.20 161012.0 4470.0 2254. 137. 2391 29 971.50 972.38 161527.0 515.0 260. 568. 828 30 971.50 972.34 161412.0 -115.0 -58. 570. 512 31 971.50 972.61 162185.0 773.0 390. 33. 423 __________________________________________________________________________ TOTAL FOR MONTH................ 20605.0 10672. -282. 4799. 15189. NET CHANGE IN DAY-SECOND-FEET.. 10388. 10390. 10390. AVERAGE FLOW IN C.F.S.......... 335. 155. 490. CHANGE IN CONTENTS FOR MO.(4).. 20605.0 (1) COMPUTATIONS BASED ON THE APRIL 1989 CAPACITY TABLE. (2) BY 24-HOUR CLOCK, TIME IS 2400(MIDN.) OF DAY INDICATED UNLESS OTHERWISE NOTED. AVERAGE FLOW OR CHANGE IN RESERVOIR CONTENTS ARE FOR PERIOD ENDING AT TIME INDICATED. (3) BASED ON PROJECT RECORDS. DOES NOT INCLUDE EVAPORATION LOSSES. (4) BASED ON TOTAL CONTENTS AT BEGINNING AND END OF MONTH. RESERVOIR INFLOW COMPUTATIONS (1) SMITH RIVER, VA. PHILPOTT LAKE FEBRUARY 1998 ELEVATION,NGVD29 CHANGE IN CONTENTS FLOW, CFS ________________ __________________ _________ TOTAL (2) GUIDE RESERVOIR CONTENTS ACRE - DAY-SEC-FEET (3) DATE HOUR CURVE LEVEL AF FEET STORED DRAWDOWN OUTFLOW INFLOW __________________________________________________________________________ 971.50 972.61 162185.0 1 971.53 972.83 162814.0 629.0 317. 32. 349 2 971.57 972.58 162099.0 -715.0 -360. 675. 315 3 971.60 972.46 161756.0 -343.0 -173. 622. 449 4 971.63 973.81 165641.0 3885.0 1959. 622. 2581 5 971.67 974.30 167066.0 1425.0 718. 615. 1333 6 971.70 974.27 166978.0 -88.0 -44. 765. 721 7 971.73 974.11 166511.0 -467.0 -235. 767. 532 8 971.77 973.90 165901.0 -610.0 -308. 769. 461 9 971.80 973.65 165178.0 -723.0 -365. 773. 408 10 971.83 973.41 164485.0 -693.0 -349. 775. 426 11 971.87 973.25 164023.0 -462.0 -233. 776. 543 12 971.90 973.13 163676.0 -347.0 -175. 776. 601 13 971.93 972.88 162957.0 -719.0 -362. 775. 413 14 971.97 973.11 163618.0 661.0 333. 33. 366 15 972.00 973.31 164196.0 578.0 291. 33. 324 16 972.04 973.43 164543.0 347.0 175. 353. 528 17 972.08 975.00 169110.0 4567.0 2303. 352. 2655 18 972.12 975.15 169554.0 444.0 224. 969. 1193 19 972.15 974.80 168526.0 -1028.0 -518. 1280. 762 20 972.19 974.37 167270.0 -1256.0 -633. 1279. 646 21 972.23 974.29 167037.0 -233.0 -117. 668. 551 22 972.27 974.15 166628.0 -409.0 -206. 667. 461 23 972.31 974.40 167358.0 730.0 368. 766. 1134 24 972.35 974.34 167183.0 -175.0 -88. 765. 677 25 972.38 974.22 166832.0 -351.0 -177. 761. 584 26 972.42 974.03 166278.0 -554.0 -279. 761. 482 27 972.46 973.80 165612.0 -666.0 -336. 762. 426 28 972.50 974.01 166219.0 607.0 306. 32. 338 __________________________________________________________________________ TOTAL FOR MONTH................ 4034.0 6994. -4958. 18223. 20259. NET CHANGE IN DAY-SECOND-FEET.. 2034. 2036. 2036. AVERAGE FLOW IN C.F.S.......... 73. 651. 724. CHANGE IN CONTENTS FOR MO.(4).. 4034.0 (1) COMPUTATIONS BASED ON THE APRIL 1989 CAPACITY TABLE. (2) BY 24-HOUR CLOCK, TIME IS 2400(MIDN.) OF DAY INDICATED UNLESS OTHERWISE NOTED. AVERAGE FLOW OR CHANGE IN RESERVOIR CONTENTS ARE FOR PERIOD ENDING AT TIME INDICATED. (3) BASED ON PROJECT RECORDS. DOES NOT INCLUDE EVAPORATION LOSSES. (4) BASED ON TOTAL CONTENTS AT BEGINNING AND END OF MONTH. RESERVOIR INFLOW COMPUTATIONS (1) SMITH RIVER, VA. PHILPOTT LAKE MARCH 1998 ELEVATION,NGVD29 CHANGE IN CONTENTS FLOW, CFS ________________ __________________ _________ TOTAL (2) GUIDE RESERVOIR CONTENTS ACRE - DAY-SEC-FEET (3) DATE HOUR CURVE LEVEL AF FEET STORED DRAWDOWN OUTFLOW INFLOW __________________________________________________________________________ 972.50 974.01 166219.0 1 972.53 974.22 166832.0 613.0 309. 32. 341 2 972.57 973.92 165959.0 -873.0 -440. 761. 321 3 972.60 973.60 165034.0 -925.0 -466. 762. 296 4 972.63 973.27 164080.0 -954.0 -481. 763. 282 5 972.67 972.92 163071.0 -1009.0 -509. 767. 258 6 972.70 972.57 162070.0 -1001.0 -505. 771. 266 7 972.73 972.73 162528.0 458.0 231. 33. 264 8 972.77 973.41 164485.0 1957.0 987. 33. 1020 9 972.80 974.59 167913.0 3428.0 1728. 292. 2020 10 972.83 974.47 167562.0 -351.0 -177. 994. 817 11 972.87 973.95 166046.0 -1516.0 -764. 1312. 548 12 972.90 973.37 164369.0 -1677.0 -845. 1315. 470 13 972.93 972.82 162785.0 -1584.0 -799. 1220. 421 14 972.97 973.06 163473.0 688.0 347. 32. 379 15 973.00 973.29 164138.0 665.0 335. 32. 367 16 973.03 973.25 164023.0 -115.0 -58. 399. 341 17 973.06 973.41 164485.0 462.0 233. 136. 369 18 973.09 973.59 165005.0 520.0 262. 136. 398 19 973.13 973.90 165901.0 896.0 452. 136. 588 20 973.16 973.97 166103.0 202.0 102. 930. 1032 21 973.19 974.65 168088.0 1985.0 1001. 38. 1039 22 973.22 974.21 166803.0 -1285.0 -648. 1296. 648 23 973.25 973.83 165699.0 -1104.0 -557. 1046. 489 24 973.28 973.69 165294.0 -405.0 -204. 652. 448 25 973.31 973.51 164774.0 -520.0 -262. 657. 395 26 973.34 973.49 164716.0 -58.0 -29. 397. 368 27 973.38 973.51 164774.0 58.0 29. 345. 374 28 973.41 973.72 165381.0 607.0 306. 32. 338 29 973.44 973.93 165988.0 607.0 306. 32. 338 30 973.47 973.91 165930.0 -58.0 -29. 344. 315 31 973.50 973.89 165872.0 -58.0 -29. 356. 327 __________________________________________________________________________ TOTAL FOR MONTH................ -347.0 6628. -6802. 16051. 15877. NET CHANGE IN DAY-SECOND-FEET.. -175. -174. 174. AVERAGE FLOW IN C.F.S.......... -6. 518. 512. CHANGE IN CONTENTS FOR MO.(4).. -347.0 (1) COMPUTATIONS BASED ON THE APRIL 1989 CAPACITY TABLE. (2) BY 24-HOUR CLOCK, TIME IS 2400(MIDN.) OF DAY INDICATED UNLESS OTHERWISE NOTED. AVERAGE FLOW OR CHANGE IN RESERVOIR CONTENTS ARE FOR PERIOD ENDING AT TIME INDICATED. (3) BASED ON PROJECT RECORDS. DOES NOT INCLUDE EVAPORATION LOSSES. (4) BASED ON TOTAL CONTENTS AT BEGINNING AND END OF MONTH. RESERVOIR INFLOW COMPUTATIONS (1) SMITH RIVER, VA. PHILPOTT LAKE APRIL 1998 ELEVATION,NGVD29 CHANGE IN CONTENTS FLOW, CFS ________________ __________________ _________ TOTAL (2) GUIDE RESERVOIR CONTENTS ACRE - DAY-SEC-FEET (3) DATE HOUR CURVE LEVEL AF FEET STORED DRAWDOWN OUTFLOW INFLOW __________________________________________________________________________ 973.50 973.89 165872.0 1 973.50 973.91 165930.0 58.0 29. 342. 371 2 973.50 973.88 165843.0 -87.0 -44. 344. 300 3 973.50 973.90 165901.0 58.0 29. 344. 373 4 973.50 974.14 166599.0 698.0 352. 32. 384 5 973.50 974.32 167124.0 525.0 276.(5) 32. 308 6 973.50 974.22 166832.0 -292.0 -147. 448. 301 7 973.50 974.12 166540.0 -292.0 -147. 448. 301 8 973.50 974.01 166219.0 -321.0 -162. 448. 286 9 973.50 974.03 166278.0 59.0 30. 448. 478 10 973.50 974.00 166190.0 -88.0 -44. 448. 404 11 973.50 974.20 166774.0 584.0 294. 32. 326 12 973.50 974.38 167300.0 526.0 265. 32. 297 13 973.50 974.29 167037.0 -263.0 -133. 395. 262 14 973.50 974.24 166891.0 -146.0 -74. 396. 322 15 973.50 974.16 166657.0 -234.0 -118. 396. 278 16 973.50 974.10 166482.0 -175.0 -88. 396. 308 17 973.50 975.01 169140.0 2658.0 1340. 395. 1735 18 973.50 974.98 169052.0 -88.0 -44. 707. 663 19 973.50 975.23 169791.0 739.0 373. 1282. 1655 20 973.50 975.25 169850.0 59.0 30. 1282. 1312 21 973.50 974.85 168672.0 -1178.0 -594. 1309. 715 22 973.50 974.34 167183.0 -1489.0 -751. 1308. 557 23 973.50 973.85 165757.0 -1426.0 -719. 1205. 486 24 973.50 973.61 165063.0 -694.0 -350. 768. 418 25 973.50 973.85 165757.0 694.0 350. 32. 382 26 973.50 974.08 166424.0 667.0 336. 32. 368 27 973.50 974.09 166453.0 29.0 15. 344. 359 28 973.50 974.08 166424.0 -29.0 -15. 344. 329 29 973.50 973.91 165930.0 -494.0 -249. 552. 303 30 973.50 973.81 165641.0 -289.0 -146. 500. 354 __________________________________________________________________________ TOTAL FOR MONTH................ -231.0 3719. -3825. 15041. 14935. NET CHANGE IN DAY-SECOND-FEET.. -106. -106. 106. AVERAGE FLOW IN C.F.S.......... -4. 501. 498. CHANGE IN CONTENTS FOR MO.(4).. -231.0 (1) COMPUTATIONS BASED ON THE APRIL 1989 CAPACITY TABLE. (2) BY 24-HOUR CLOCK, TIME IS 2400(MIDN.) OF DAY INDICATED UNLESS OTHERWISE NOTED. AVERAGE FLOW OR CHANGE IN RESERVOIR CONTENTS ARE FOR PERIOD ENDING AT TIME INDICATED. (3) BASED ON PROJECT RECORDS. DOES NOT INCLUDE EVAPORATION LOSSES. (4) BASED ON TOTAL CONTENTS AT BEGINNING AND END OF MONTH. (5) ADJUSTED FOR 23-HOUR DAY (CONVERTING FROM EST TO EDT). RESERVOIR INFLOW COMPUTATIONS (1) SMITH RIVER, VA. PHILPOTT LAKE MAY 1998 ELEVATION,NGVD29 CHANGE IN CONTENTS FLOW, CFS ________________ __________________ _________ TOTAL (2) GUIDE RESERVOIR CONTENTS ACRE - DAY-SEC-FEET (3) DATE HOUR CURVE LEVEL AF FEET STORED DRAWDOWN OUTFLOW INFLOW __________________________________________________________________________ 973.50 973.81 165641.0 1 973.50 973.79 165583.0 -58.0 -29. 553. 524 2 973.50 974.03 166278.0 695.0 350. 32. 382 3 973.50 974.27 166978.0 700.0 353. 32. 385 4 973.50 974.17 166686.0 -292.0 -147. 570. 423 5 973.50 973.87 165814.0 -872.0 -440. 812. 372 6 973.50 973.53 164832.0 -982.0 -495. 813. 318 7 973.50 973.33 164254.0 -578.0 -291. 816. 525 8 973.50 973.12 163647.0 -607.0 -306. 920. 614 9 973.50 972.60 162156.0 -1491.0 -752. 1192. 440 10 973.50 972.31 161327.0 -829.0 -418. 826. 408 11 973.50 972.80 162728.0 1401.0 706. 34. 740 12 973.50 973.10 163589.0 861.0 434. 35. 469 13 973.50 973.33 164254.0 665.0 335. 35. 370 14 973.50 973.55 164889.0 635.0 320. 35. 355 15 973.50 973.67 165236.0 347.0 175. 148. 323 16 973.50 973.88 165843.0 607.0 306. 32. 338 17 973.50 974.06 166365.0 522.0 263. 32. 295 18 973.50 973.86 165785.0 -580.0 -292. 552. 260 19 973.50 973.65 165178.0 -607.0 -306. 553. 247 20 973.50 973.45 164601.0 -577.0 -291. 553. 262 21 973.50 973.24 163994.0 -607.0 -306. 556. 250 22 973.50 973.20 163878.0 -116.0 -58. 294. 236 23 973.50 973.44 164572.0 694.0 350. 33. 383 24 973.50 973.79 165583.0 1011.0 510. 33. 543 25 973.50 973.87 165814.0 231.0 116. 188. 304 26 973.50 973.91 165930.0 116.0 58. 188. 246 27 973.50 974.00 166190.0 260.0 131. 452. 583 28 973.50 973.95 166046.0 -144.0 -73. 448. 375 29 973.50 973.85 165757.0 -289.0 -146. 448. 302 30 973.50 974.06 166365.0 608.0 307. 32. 339 31 973.50 974.24 166891.0 526.0 265. 32. 297 __________________________________________________________________________ TOTAL FOR MONTH................ 1250.0 4979. -4350. 11279. 11908. NET CHANGE IN DAY-SECOND-FEET.. 630. 629. 629. AVERAGE FLOW IN C.F.S.......... 20. 364. 384. CHANGE IN CONTENTS FOR MO.(4).. 1250.0 (1) COMPUTATIONS BASED ON THE APRIL 1989 CAPACITY TABLE. (2) BY 24-HOUR CLOCK, TIME IS 2400(MIDN.) OF DAY INDICATED UNLESS OTHERWISE NOTED. AVERAGE FLOW OR CHANGE IN RESERVOIR CONTENTS ARE FOR PERIOD ENDING AT TIME INDICATED. (3) BASED ON PROJECT RECORDS. DOES NOT INCLUDE EVAPORATION LOSSES. (4) BASED ON TOTAL CONTENTS AT BEGINNING AND END OF MONTH. RESERVOIR INFLOW COMPUTATIONS (1) SMITH RIVER, VA. PHILPOTT LAKE JUNE 1998 ELEVATION,NGVD29 CHANGE IN CONTENTS FLOW, CFS ________________ __________________ _________ TOTAL (2) GUIDE RESERVOIR CONTENTS ACRE - DAY-SEC-FEET (3) DATE HOUR CURVE LEVEL AF FEET STORED DRAWDOWN OUTFLOW INFLOW __________________________________________________________________________ 973.50 974.24 166891.0 1 973.50 974.10 166482.0 -409.0 -206. 449. 243 2 973.50 973.96 166074.0 -408.0 -206. 448. 242 3 973.50 973.85 165757.0 -317.0 -160. 449. 289 4 973.50 973.72 165381.0 -376.0 -190. 448. 258 5 973.50 973.61 165063.0 -318.0 -160. 448. 288 6 973.50 973.75 165468.0 405.0 204. 32. 236 7 973.50 973.86 165785.0 317.0 160. 33. 193 8 973.50 973.87 165814.0 29.0 15. 188. 203 9 973.50 973.90 165901.0 87.0 44. 189. 233 10 973.50 973.90 165901.0 .0 0. 291. 291 11 973.50 973.93 165988.0 87.0 44. 282. 326 12 973.50 973.94 166017.0 29.0 15. 240. 255 13 973.50 974.07 166394.0 377.0 190. 32. 222 14 973.50 974.17 166686.0 292.0 147. 32. 179 15 973.50 974.17 166686.0 .0 0. 241. 241 16 973.50 974.19 166745.0 59.0 30. 240. 270 17 973.50 974.18 166716.0 -29.0 -15. 240. 225 18 973.50 974.14 166599.0 -117.0 -59. 240. 181 19 973.50 974.11 166511.0 -88.0 -44. 240. 196 20 973.50 974.20 166774.0 263.0 133. 32. 165 21 973.50 974.29 167037.0 263.0 133. 32. 165 22 973.50 974.14 166599.0 -438.0 -221. 396. 175 23 973.50 973.97 166103.0 -496.0 -250. 397. 147 24 973.50 973.81 165641.0 -462.0 -233. 396. 163 25 973.50 973.65 165178.0 -463.0 -233. 396. 163 26 973.50 973.49 164716.0 -462.0 -233. 397. 164 27 973.50 973.55 164889.0 173.0 87. 32. 119 28 973.50 973.61 165063.0 174.0 88. 33. 121 29 973.50 973.60 165034.0 -29.0 -15. 241. 226 30 973.50 973.47 164658.0 -376.0 -190. 345. 155 __________________________________________________________________________ TOTAL FOR MONTH................ -2233.0 1290. -2415. 7459. 6334. NET CHANGE IN DAY-SECOND-FEET.. -1126. -1125. 1125. AVERAGE FLOW IN C.F.S.......... -38. 249. 211. CHANGE IN CONTENTS FOR MO.(4).. -2233.0 (1) COMPUTATIONS BASED ON THE APRIL 1989 CAPACITY TABLE. (2) BY 24-HOUR CLOCK, TIME IS 2400(MIDN.) OF DAY INDICATED UNLESS OTHERWISE NOTED. AVERAGE FLOW OR CHANGE IN RESERVOIR CONTENTS ARE FOR PERIOD ENDING AT TIME INDICATED. (3) BASED ON PROJECT RECORDS. DOES NOT INCLUDE EVAPORATION LOSSES. (4) BASED ON TOTAL CONTENTS AT BEGINNING AND END OF MONTH. RESERVOIR INFLOW COMPUTATIONS (1) SMITH RIVER, VA. PHILPOTT LAKE JULY 1998 ELEVATION,NGVD29 CHANGE IN CONTENTS FLOW, CFS ________________ __________________ _________ TOTAL (2) GUIDE RESERVOIR CONTENTS ACRE - DAY-SEC-FEET (3) DATE HOUR CURVE LEVEL AF FEET STORED DRAWDOWN OUTFLOW INFLOW __________________________________________________________________________ 973.50 973.47 164658.0 1 973.47 973.32 164225.0 -433.0 -218. 345. 127 2 973.43 973.19 163849.0 -376.0 -190. 346. 156 3 973.40 973.13 163676.0 -173.0 -87. 189. 102 4 973.37 973.24 163994.0 318.0 160. 33. 193 5 973.33 973.32 164225.0 231.0 116. 32. 148 6 973.30 973.17 163791.0 -434.0 -219. 364. 145 7 973.27 973.01 163329.0 -462.0 -233. 347. 114 8 973.23 972.89 162985.0 -344.0 -173. 348. 175 9 973.20 972.83 162814.0 -171.0 -86. 242. 156 10 973.17 972.78 162671.0 -143.0 -72. 191. 119 11 973.13 972.83 162814.0 143.0 72. 33. 105 12 973.10 972.88 162957.0 143.0 72. 33. 105 13 973.07 972.78 162671.0 -286.0 -144. 243. 99 14 973.03 972.68 162385.0 -286.0 -144. 243. 99 15 973.00 972.51 161899.0 -486.0 -245. 348. 103 16 972.97 972.53 161956.0 57.0 29. 350. 379 17 972.94 972.45 161727.0 -229.0 -115. 299. 184 18 972.91 972.49 161841.0 114.0 57. 33. 90 19 972.88 972.57 162070.0 229.0 115. 33. 148 20 972.84 972.48 161813.0 -257.0 -130. 244. 114 21 972.81 972.40 161584.0 -229.0 -115. 244. 129 22 972.78 972.21 161041.0 -543.0 -274. 402. 128 23 972.75 972.07 160640.0 -401.0 -202. 298. 96 24 972.72 971.94 160271.0 -369.0 -186. 297. 111 25 972.69 971.99 160412.0 141.0 71. 33. 104 26 972.66 972.01 160469.0 57.0 29. 33. 62 27 972.63 971.83 159962.0 -507.0 -256. 350. 94 28 972.59 971.66 159485.0 -477.0 -240. 349. 109 29 972.56 971.47 158951.0 -534.0 -269. 350. 81 30 972.53 971.35 158614.0 -337.0 -170. 244. 74 31 972.50 971.28 158417.0 -197.0 -99. 191. 92 __________________________________________________________________________ TOTAL FOR MONTH................ -6241.0 721. -3867. 7087. 3941. NET CHANGE IN DAY-SECOND-FEET.. -3147. -3146. 3146. AVERAGE FLOW IN C.F.S.......... -101. 229. 127. CHANGE IN CONTENTS FOR MO.(4).. -6241.0 (1) COMPUTATIONS BASED ON THE APRIL 1989 CAPACITY TABLE. (2) BY 24-HOUR CLOCK, TIME IS 2400(MIDN.) OF DAY INDICATED UNLESS OTHERWISE NOTED. AVERAGE FLOW OR CHANGE IN RESERVOIR CONTENTS ARE FOR PERIOD ENDING AT TIME INDICATED. (3) BASED ON PROJECT RECORDS. DOES NOT INCLUDE EVAPORATION LOSSES. (4) BASED ON TOTAL CONTENTS AT BEGINNING AND END OF MONTH. RESERVOIR INFLOW COMPUTATIONS (1) SMITH RIVER, VA. PHILPOTT LAKE AUGUST 1998 ELEVATION,NGVD29 CHANGE IN CONTENTS FLOW, CFS ________________ __________________ _________ TOTAL (2) GUIDE RESERVOIR CONTENTS ACRE - DAY-SEC-FEET (3) DATE HOUR CURVE LEVEL AF FEET STORED DRAWDOWN OUTFLOW INFLOW __________________________________________________________________________ 973.47 971.28 158417.0 1 973.44 971.32 158529.0 112.0 56. 32. 88 2 973.41 971.34 158585.0 56.0 28. 33. 61 3 973.38 971.17 158108.0 -477.0 -240. 297. 57 4 973.34 970.99 157602.0 -506.0 -255. 296. 41 5 973.31 970.81 157100.0 -502.0 -253. 297. 44 6 973.28 970.64 156626.0 -474.0 -239. 297. 58 7 973.25 970.47 156151.0 -475.0 -239. 297. 58 8 973.22 971.02 157686.0 1535.0 774. 33. 807 9 973.19 971.21 158220.0 534.0 269. 32. 301 10 973.16 971.11 157939.0 -281.0 -142. 349. 207 11 973.13 970.99 157602.0 -337.0 -170. 350. 180 12 973.09 970.82 157128.0 -474.0 -239. 350. 111 13 973.06 970.73 156877.0 -251.0 -127. 244. 117 14 973.03 970.65 156653.0 -224.0 -113. 192. 79 15 973.00 970.71 156821.0 168.0 85. 33. 118 16 972.97 971.28 158417.0 1596.0 805. 33. 838 17 972.94 971.89 160131.0 1714.0 864. 349. 1213 18 972.91 971.81 159906.0 -225.0 -113. 350. 237 19 972.88 971.68 159541.0 -365.0 -184. 350. 166 20 972.84 971.59 159288.0 -253.0 -128. 243. 115 21 972.81 971.53 159119.0 -169.0 -85. 191. 106 22 972.78 971.58 159260.0 141.0 71. 33. 104 23 972.75 971.63 159400.0 140.0 71. 33. 104 24 972.72 971.43 158838.0 -562.0 -283. 384. 101 25 972.69 971.23 158276.0 -562.0 -283. 374. 91 26 972.66 971.03 157714.0 -562.0 -283. 378. 95 27 972.63 970.90 157351.0 -363.0 -183. 271. 88 28 972.59 970.80 157072.0 -279.0 -141. 218. 77 29 972.56 970.83 157156.0 84.0 42. 29. 71 30 972.53 970.86 157239.0 83.0 42. 29. 71 31 972.50 970.67 156709.0 -530.0 -267. 342. 75 __________________________________________________________________________ TOTAL FOR MONTH................ -1708.0 3107. -3967. 6739. 5879. NET CHANGE IN DAY-SECOND-FEET.. -861. -860. 860. AVERAGE FLOW IN C.F.S.......... -28. 217. 190. CHANGE IN CONTENTS FOR MO.(4).. -1708.0 (1) COMPUTATIONS BASED ON THE APRIL 1989 CAPACITY TABLE. (2) BY 24-HOUR CLOCK, TIME IS 2400(MIDN.) OF DAY INDICATED UNLESS OTHERWISE NOTED. AVERAGE FLOW OR CHANGE IN RESERVOIR CONTENTS ARE FOR PERIOD ENDING AT TIME INDICATED. (3) BASED ON PROJECT RECORDS. DOES NOT INCLUDE EVAPORATION LOSSES. (4) BASED ON TOTAL CONTENTS AT BEGINNING AND END OF MONTH. RESERVOIR INFLOW COMPUTATIONS (1) SMITH RIVER, VA. PHILPOTT LAKE SEPTEMBER 1998 ELEVATION,NGVD29 CHANGE IN CONTENTS FLOW, CFS ________________ __________________ _________ TOTAL (2) GUIDE RESERVOIR CONTENTS ACRE - DAY-SEC-FEET (3) DATE HOUR CURVE LEVEL AF FEET STORED DRAWDOWN OUTFLOW INFLOW __________________________________________________________________________ 972.47 970.67 156709.0 1 972.44 970.54 156347.0 -362.0 -183. 250. 67 2 972.41 970.40 155956.0 -391.0 -197. 253. 56 3 972.38 970.27 155593.0 -363.0 -183. 250. 67 4 972.34 970.20 155398.0 -195.0 -98. 190. 92 5 972.31 970.22 155454.0 56.0 28. 33. 61 6 972.28 970.24 155510.0 56.0 28. 33. 61 7 972.25 970.10 155119.0 -391.0 -197. 245. 48 8 972.22 969.95 154703.0 -416.0 -210. 247. 37 9 972.19 969.78 154235.0 -468.0 -236. 246. 10 10 972.16 969.63 153822.0 -413.0 -208. 247. 39 11 972.13 969.49 153438.0 -384.0 -194. 247. 53 12 972.09 969.49 153438.0 .0 0. 33. 33 13 972.06 969.50 153465.0 27.0 14. 33. 47 14 972.03 969.36 153080.0 -385.0 -194. 239. 45 15 972.00 969.22 152695.0 -385.0 -194. 238. 44 16 971.97 969.08 152310.0 -385.0 -194. 239. 45 17 971.93 968.95 151955.0 -355.0 -179. 239. 60 18 971.90 968.80 151548.0 -407.0 -205. 239. 34 19 971.87 968.83 151629.0 81.0 41. 33. 74 20 971.83 968.85 151684.0 55.0 28. 33. 61 21 971.80 968.74 151385.0 -299.0 -151. 240. 89 22 971.77 968.63 151087.0 -298.0 -150. 240. 90 23 971.73 968.50 150735.0 -352.0 -177. 241. 64 24 971.70 968.34 150301.0 -434.0 -219. 241. 22 25 971.67 968.20 149922.0 -379.0 -191. 241. 50 26 971.63 968.21 149949.0 27.0 14. 33. 47 27 971.60 968.23 150003.0 54.0 27. 33. 60 28 971.57 968.05 149515.0 -488.0 -246. 295. 49 29 971.53 967.85 148978.0 -537.0 -271. 303. 32 30 971.50 967.71 148603.0 -375.0 -189. 248. 59 __________________________________________________________________________ TOTAL FOR MONTH................ -8106.0 180. -4266. 5682. 1596. NET CHANGE IN DAY-SECOND-FEET.. -4087. -4086. 4086. AVERAGE FLOW IN C.F.S.......... -136. 189. 53. CHANGE IN CONTENTS FOR MO.(4).. -8106.0 (1) COMPUTATIONS BASED ON THE APRIL 1989 CAPACITY TABLE. (2) BY 24-HOUR CLOCK, TIME IS 2400(MIDN.) OF DAY INDICATED UNLESS OTHERWISE NOTED. AVERAGE FLOW OR CHANGE IN RESERVOIR CONTENTS ARE FOR PERIOD ENDING AT TIME INDICATED. (3) BASED ON PROJECT RECORDS. DOES NOT INCLUDE EVAPORATION LOSSES. (4) BASED ON TOTAL CONTENTS AT BEGINNING AND END OF MONTH. RESERVOIR INFLOW COMPUTATIONS (1) SMITH RIVER, VA. PHILPOTT LAKE OCTOBER 1998 ELEVATION,NGVD29 CHANGE IN CONTENTS FLOW, CFS ________________ __________________ _________ TOTAL (2) GUIDE RESERVOIR CONTENTS ACRE - DAY-SEC-FEET (3) DATE HOUR CURVE LEVEL AF FEET STORED DRAWDOWN OUTFLOW INFLOW __________________________________________________________________________ 971.50 967.71 148603.0 1 971.50 967.57 148228.0 -375.0 -189. 240. 51 2 971.50 967.49 148013.0 -215.0 -108. 140. 32 3 971.50 967.49 148013.0 .0 0. 33. 33 4 971.50 967.53 148120.0 107.0 54. 33. 87 5 971.50 967.48 147986.0 -134.0 -68. 141. 73 6 971.50 967.37 147692.0 -294.0 -148. 248. 100 7 971.50 967.30 147504.0 -188.0 -95. 249. 154 8 971.50 967.56 148201.0 697.0 351. 140. 491 9 971.50 967.55 148174.0 -27.0 -14. 140. 126 10 971.50 967.57 148228.0 54.0 27. 33. 60 11 971.50 967.60 148308.0 80.0 40. 33. 73 12 971.50 967.51 148067.0 -241.0 -122. 194. 72 13 971.50 967.41 147799.0 -268.0 -135. 194. 59 14 971.50 967.30 147504.0 -295.0 -149. 195. 46 15 971.50 967.21 147263.0 -241.0 -122. 193. 71 16 971.50 967.10 146968.0 -295.0 -149. 194. 45 17 971.50 967.12 147022.0 54.0 27. 33. 60 18 971.50 967.14 147075.0 53.0 27. 33. 60 19 971.50 967.01 146727.0 -348.0 -175. 249. 74 20 971.50 966.90 146436.0 -291.0 -147. 195. 48 21 971.50 966.79 146146.0 -290.0 -146. 192. 46 22 971.50 966.66 145802.0 -344.0 -173. 194. 21 23 971.50 966.59 145618.0 -184.0 -93. 139. 46 24 971.50 966.61 145670.0 52.0 26. 33. 59 25 971.50 966.63 145723.0 53.0 26.(5) 33. 59 26 971.50 966.53 145459.0 -264.0 -133. 192. 59 27 971.50 966.41 145142.0 -317.0 -160. 188. 28 28 971.50 966.30 144852.0 -290.0 -146. 196. 50 29 971.50 966.20 144588.0 -264.0 -133. 196. 63 30 971.50 966.09 144298.0 -290.0 -146. 197. 51 31 971.50 966.11 144350.0 52.0 26. 33. 59 __________________________________________________________________________ TOTAL FOR MONTH................ -4253.0 604. -2751. 4503. 2356. NET CHANGE IN DAY-SECOND-FEET.. -2147. -2147. 2147. AVERAGE FLOW IN C.F.S.......... -69. 145. 76. CHANGE IN CONTENTS FOR MO.(4).. -4253.0 (1) COMPUTATIONS BASED ON THE APRIL 1989 CAPACITY TABLE. (2) BY 24-HOUR CLOCK, TIME IS 2400(MIDN.) OF DAY INDICATED UNLESS OTHERWISE NOTED. AVERAGE FLOW OR CHANGE IN RESERVOIR CONTENTS ARE FOR PERIOD ENDING AT TIME INDICATED. (3) BASED ON PROJECT RECORDS. DOES NOT INCLUDE EVAPORATION LOSSES. (4) BASED ON TOTAL CONTENTS AT BEGINNING AND END OF MONTH. (5) ADJUSTED FOR 25-HOUR DAY (CONVERTING FROM EDT TO EST). RESERVOIR INFLOW COMPUTATIONS (1) SMITH RIVER, VA. PHILPOTT LAKE NOVEMBER 1998 ELEVATION,NGVD29 CHANGE IN CONTENTS FLOW, CFS ________________ __________________ _________ TOTAL (2) GUIDE RESERVOIR CONTENTS ACRE - DAY-SEC-FEET (3) DATE HOUR CURVE LEVEL AF FEET STORED DRAWDOWN OUTFLOW INFLOW __________________________________________________________________________ 971.50 966.11 144350.0 1 971.50 966.13 144403.0 53.0 27. 33. 60 2 971.50 966.03 144139.0 -264.0 -133. 198. 65 3 971.50 965.94 143903.0 -236.0 -119. 197. 78 4 971.50 965.84 143642.0 -261.0 -132. 197. 65 5 971.50 965.73 143355.0 -287.0 -145. 200. 55 6 971.50 965.57 142938.0 -417.0 -210. 254. 44 7 971.50 965.60 143016.0 78.0 39. 33. 72 8 971.50 965.61 143042.0 26.0 13. 33. 46 9 971.50 965.50 142755.0 -287.0 -145. 198. 53 10 971.50 965.41 142520.0 -235.0 -118. 199. 81 11 971.50 965.48 142703.0 183.0 92. 199. 291 12 971.50 965.40 142494.0 -209.0 -105. 199. 94 13 971.50 965.30 142233.0 -261.0 -132. 198. 66 14 971.50 965.33 142311.0 78.0 39. 33. 72 15 971.50 965.37 142416.0 105.0 53. 33. 86 16 971.50 965.25 142103.0 -313.0 -158. 198. 40 17 971.50 965.14 141815.0 -288.0 -145. 199. 54 18 971.50 965.05 141580.0 -235.0 -118. 199. 81 19 971.50 964.93 141270.0 -310.0 -156. 198. 42 20 971.50 964.82 140987.0 -283.0 -143. 199. 56 21 971.50 964.85 141065.0 78.0 39. 33. 72 22 971.50 964.87 141116.0 51.0 26. 34. 60 23 971.50 964.75 140808.0 -308.0 -155. 199. 44 24 971.50 964.66 140576.0 -232.0 -117. 199. 82 25 971.50 964.53 140242.0 -334.0 -168. 199. 31 26 971.50 964.45 140037.0 -205.0 -103. 200. 97 27 971.50 964.33 139728.0 -309.0 -156. 200. 44 28 971.50 964.36 139805.0 77.0 39. 34. 73 29 971.50 964.37 139831.0 26.0 13. 33. 46 30 971.50 964.26 139548.0 -283.0 -143. 200. 57 __________________________________________________________________________ TOTAL FOR MONTH................ -4802.0 380. -2801. 4528. 2107. NET CHANGE IN DAY-SECOND-FEET.. -2421. -2421. 2421. AVERAGE FLOW IN C.F.S.......... -81. 151. 70. CHANGE IN CONTENTS FOR MO.(4).. -4802.0 (1) COMPUTATIONS BASED ON THE APRIL 1989 CAPACITY TABLE. (2) BY 24-HOUR CLOCK, TIME IS 2400(MIDN.) OF DAY INDICATED UNLESS OTHERWISE NOTED. AVERAGE FLOW OR CHANGE IN RESERVOIR CONTENTS ARE FOR PERIOD ENDING AT TIME INDICATED. (3) BASED ON PROJECT RECORDS. DOES NOT INCLUDE EVAPORATION LOSSES. (4) BASED ON TOTAL CONTENTS AT BEGINNING AND END OF MONTH. RESERVOIR INFLOW COMPUTATIONS (1) SMITH RIVER, VA. PHILPOTT LAKE DECEMBER 1998 ELEVATION,NGVD29 CHANGE IN CONTENTS FLOW, CFS ________________ __________________ _________ TOTAL (2) GUIDE RESERVOIR CONTENTS ACRE - DAY-SEC-FEET (3) DATE HOUR CURVE LEVEL AF FEET STORED DRAWDOWN OUTFLOW INFLOW __________________________________________________________________________ 971.50 964.26 139548.0 1 971.50 964.15 139265.0 -283.0 -143. 200. 57 2 971.50 964.05 139008.0 -257.0 -130. 201. 71 3 971.50 963.93 138703.0 -305.0 -154. 197. 43 4 971.50 963.83 138450.0 -253.0 -128. 198. 70 5 971.50 963.86 138526.0 76.0 38. 34. 72 6 971.50 963.89 138602.0 76.0 38. 34. 72 7 971.50 963.79 138349.0 -253.0 -128. 198. 70 8 971.50 963.76 138273.0 -76.0 -38. 192. 154 9 971.50 963.72 138172.0 -101.0 -51. 198. 147 10 971.50 963.63 137944.0 -228.0 -115. 198. 83 11 971.50 963.53 137691.0 -253.0 -128. 198. 70 12 971.50 963.63 137944.0 253.0 128. 34. 162 13 971.50 964.19 139368.0 1424.0 718. 34. 752 14 971.50 964.21 139420.0 52.0 26. 196. 222 15 971.50 964.17 139317.0 -103.0 -52. 196. 144 16 971.50 964.10 139137.0 -180.0 -91. 196. 105 17 971.50 963.98 138829.0 -308.0 -155. 196. 41 18 971.50 963.89 138602.0 -227.0 -114. 197. 83 19 971.50 963.94 138728.0 126.0 64. 34. 98 20 971.50 963.99 138855.0 127.0 64. 34. 98 21 971.50 963.88 138576.0 -279.0 -141. 196. 55 22 971.50 963.77 138298.0 -278.0 -140. 194. 54 23 971.50 963.73 138197.0 -101.0 -51. 195. 144 24 971.50 963.76 138273.0 76.0 38. 195. 233 25 971.50 963.72 138172.0 -101.0 -51. 195. 144 26 971.50 963.78 138323.0 151.0 76. 30. 106 27 971.50 963.84 138475.0 152.0 77. 29. 106 28 971.50 963.78 138323.0 -152.0 -77. 194. 117 29 971.50 963.71 138146.0 -177.0 -89. 195. 106 30 971.50 963.62 137919.0 -227.0 -114. 195. 81 31 971.50 963.53 137691.0 -228.0 -115. 195. 80 __________________________________________________________________________ TOTAL FOR MONTH................ -1857.0 1267. -2205. 4778. 3840. NET CHANGE IN DAY-SECOND-FEET.. -936. -938. 938. AVERAGE FLOW IN C.F.S.......... -30. 154. 124. CHANGE IN CONTENTS FOR MO.(4).. -1857.0 (1) COMPUTATIONS BASED ON THE APRIL 1989 CAPACITY TABLE. (2) BY 24-HOUR CLOCK, TIME IS 2400(MIDN.) OF DAY INDICATED UNLESS OTHERWISE NOTED. AVERAGE FLOW OR CHANGE IN RESERVOIR CONTENTS ARE FOR PERIOD ENDING AT TIME INDICATED. (3) BASED ON PROJECT RECORDS. DOES NOT INCLUDE EVAPORATION LOSSES. (4) BASED ON TOTAL CONTENTS AT BEGINNING AND END OF MONTH. RESERVOIR INFLOW COMPUTATIONS (1) SMITH RIVER, VA. PHILPOTT LAKE JANUARY 1999 ELEVATION,NGVD29 CHANGE IN CONTENTS FLOW, CFS ________________ __________________ _________ TOTAL (2) GUIDE RESERVOIR CONTENTS ACRE - DAY-SEC-FEET (3) DATE HOUR CURVE LEVEL AF FEET STORED DRAWDOWN OUTFLOW INFLOW __________________________________________________________________________ 971.50 963.53 137691.0 1 971.50 963.44 137463.0 -228.0 -115. 195. 80 2 971.50 963.51 137640.0 177.0 89. 29. 118 3 971.50 963.77 138298.0 658.0 332. 30. 362 4 971.50 963.81 138399.0 101.0 51. 142. 193 5 971.50 963.75 138248.0 -151.0 -76. 172. 96 6 971.50 963.73 138197.0 -51.0 -26. 156. 130 7 971.50 963.70 138121.0 -76.0 -38. 176. 138 8 971.50 963.70 138121.0 .0 0. 156. 156 9 971.50 963.80 138374.0 253.0 128. 30. 158 10 971.50 963.93 138703.0 329.0 166. 29. 195 11 971.50 963.92 138678.0 -25.0 -13. 140. 127 12 971.50 963.91 138652.0 -26.0 -13. 139. 126 13 971.50 963.90 138627.0 -25.0 -13. 140. 127 14 971.50 963.92 138678.0 51.0 26. 139. 165 15 971.50 964.07 139060.0 382.0 193. 139. 332 16 971.50 964.23 139471.0 411.0 207. 30. 237 17 971.50 964.35 139780.0 309.0 156. 30. 186 18 971.50 964.51 140191.0 411.0 207. 138. 345 19 971.50 964.60 140422.0 231.0 116. 138. 254 20 971.50 964.67 140602.0 180.0 91. 137. 228 21 971.50 964.71 140705.0 103.0 52. 138. 190 22 971.50 964.74 140782.0 77.0 39. 138. 177 23 971.50 965.01 141476.0 694.0 350. 29. 379 24 971.50 965.61 143042.0 1566.0 790. 29. 819 25 971.50 965.81 143564.0 522.0 263. 138. 401 26 971.50 965.92 143851.0 287.0 145. 138. 283 27 971.50 966.01 144086.0 235.0 118. 138. 256 28 971.50 966.07 144245.0 159.0 80. 138. 218 29 971.50 966.10 144324.0 79.0 40. 137. 177 30 971.50 966.21 144614.0 290.0 146. 29. 175 31 971.50 966.31 144878.0 264.0 133. 29. 162 __________________________________________________________________________ TOTAL FOR MONTH................ 7187.0 3918. -294. 3366. 6990. NET CHANGE IN DAY-SECOND-FEET.. 3623. 3624. 3624. AVERAGE FLOW IN C.F.S.......... 117. 109. 225. CHANGE IN CONTENTS FOR MO.(4).. 7187.0 (1) COMPUTATIONS BASED ON THE APRIL 1989 CAPACITY TABLE. (2) BY 24-HOUR CLOCK, TIME IS 2400(MIDN.) OF DAY INDICATED UNLESS OTHERWISE NOTED. AVERAGE FLOW OR CHANGE IN RESERVOIR CONTENTS ARE FOR PERIOD ENDING AT TIME INDICATED. (3) BASED ON PROJECT RECORDS. DOES NOT INCLUDE EVAPORATION LOSSES. (4) BASED ON TOTAL CONTENTS AT BEGINNING AND END OF MONTH. RESERVOIR INFLOW COMPUTATIONS (1) SMITH RIVER, VA. PHILPOTT LAKE FEBRUARY 1999 ELEVATION,NGVD29 CHANGE IN CONTENTS FLOW, CFS ________________ __________________ _________ TOTAL (2) GUIDE RESERVOIR CONTENTS ACRE - DAY-SEC-FEET (3) DATE HOUR CURVE LEVEL AF FEET STORED DRAWDOWN OUTFLOW INFLOW __________________________________________________________________________ 971.50 966.31 144878.0 1 971.53 966.49 145354.0 476.0 240. 136. 376 2 971.56 966.90 146436.0 1082.0 546. 136. 682 3 971.59 967.09 146941.0 505.0 255. 136. 391 4 971.63 967.22 147290.0 349.0 176. 136. 312 5 971.66 967.25 147370.0 80.0 40. 135. 175 6 971.69 967.35 147638.0 268.0 135. 29. 164 7 971.72 967.46 147933.0 295.0 149. 29. 178 8 971.75 967.45 147906.0 -27.0 -14. 136. 122 9 971.78 967.44 147879.0 -27.0 -14. 137. 123 10 971.81 967.44 147879.0 .0 0. 136. 136 11 971.84 967.42 147826.0 -53.0 -27. 136. 109 12 971.88 967.42 147826.0 .0 0. 136. 136 13 971.91 967.49 148013.0 187.0 94. 29. 123 14 971.94 967.52 148094.0 81.0 41. 29. 70 15 971.97 967.50 148040.0 -54.0 -27. 136. 109 16 972.01 967.47 147960.0 -80.0 -40. 135. 95 17 972.05 967.48 147986.0 26.0 13. 135. 148 18 972.09 967.63 148388.0 402.0 203. 138. 341 19 972.13 967.69 148549.0 161.0 81. 136. 217 20 972.17 967.79 148817.0 268.0 135. 29. 164 21 972.21 967.87 149032.0 215.0 108. 29. 137 22 972.26 967.87 149032.0 .0 0. 135. 135 23 972.30 967.87 149032.0 .0 0. 135. 135 24 972.34 967.87 149032.0 .0 0. 135. 135 25 972.38 967.87 149032.0 .0 0. 135. 135 26 972.42 967.86 149005.0 -27.0 -14. 135. 121 27 972.46 967.92 149166.0 161.0 81. 29. 110 28 972.50 968.06 149543.0 377.0 190. 29. 219 __________________________________________________________________________ TOTAL FOR MONTH................ 4665.0 2487. -136. 2947. 5298. NET CHANGE IN DAY-SECOND-FEET.. 2352. 2351. 2351. AVERAGE FLOW IN C.F.S.......... 84. 106. 190. CHANGE IN CONTENTS FOR MO.(4).. 4665.0 (1) COMPUTATIONS BASED ON THE APRIL 1989 CAPACITY TABLE. (2) BY 24-HOUR CLOCK, TIME IS 2400(MIDN.) OF DAY INDICATED UNLESS OTHERWISE NOTED. AVERAGE FLOW OR CHANGE IN RESERVOIR CONTENTS ARE FOR PERIOD ENDING AT TIME INDICATED. (3) BASED ON PROJECT RECORDS. DOES NOT INCLUDE EVAPORATION LOSSES. (4) BASED ON TOTAL CONTENTS AT BEGINNING AND END OF MONTH. RESERVOIR INFLOW COMPUTATIONS (1) SMITH RIVER, VA. PHILPOTT LAKE MARCH 1999 ELEVATION,NGVD29 CHANGE IN CONTENTS FLOW, CFS ________________ __________________ _________ TOTAL (2) GUIDE RESERVOIR CONTENTS ACRE - DAY-SEC-FEET (3) DATE HOUR CURVE LEVEL AF FEET STORED DRAWDOWN OUTFLOW INFLOW __________________________________________________________________________ 972.50 968.06 149542.6 1 972.53 968.04 149488.4 -54.2 -27. 134. 106 2 972.57 968.04 149488.4 .0 135. 135 3 972.60 968.11 149678.1 189.7 96. 135. 231 4 972.63 968.14 149759.4 81.3 41. 135. 176 5 972.67 968.17 149840.7 81.3 41. 135. 176 6 972.70 968.29 150165.9 325.2 164. 29. 193 7 972.73 968.37 150382.7 216.8 109. 29. 138 8 972.77 968.36 150355.6 -27.1 -14. 134. 120 9 972.80 968.39 150436.9 81.3 41. 135. 176 10 972.83 968.42 150518.2 81.3 41. 134. 175 11 972.87 968.41 150491.1 -27.1 -14. 134. 120 12 972.90 968.38 150409.8 -81.3 -41. 134. 93 13 972.93 968.44 150572.4 162.6 82. 29. 111 14 972.97 968.69 151249.9 677.5 342. 29. 371 15 973.00 968.98 152035.8 785.9 396. 134. 530 16 973.03 969.04 152200.0 164.2 83. 121. 204 17 973.06 969.23 152722.5 522.5 263. 101. 364 18 973.09 969.22 152695.0 -27.5 -14. 218. 204 19 973.13 969.29 152887.5 192.5 97. 140. 237 20 973.16 969.39 153162.5 275.0 139. 40. 179 21 973.19 969.56 153630.0 467.5 236. 40. 276 22 973.22 969.64 153850.0 220.0 111. 135. 246 23 973.25 969.66 153905.0 55.0 28. 156. 184 24 973.28 969.68 153960.0 55.0 28. 150. 178 25 973.31 969.71 154042.5 82.5 42. 157. 199 26 973.34 969.68 153960.0 -82.5 -42. 157. 115 27 973.38 969.78 154235.0 275.0 139. 45. 184 28 973.41 969.82 154345.0 110.0 55. 45. 100 29 973.44 969.81 154317.5 -27.5 -14. 151. 137 30 973.47 969.80 154290.0 -27.5 -14. 154. 140 31 973.50 969.78 154235.0 -55.0 -28. 163. 135 __________________________________________________________________________ TOTAL FOR MONTH................ 4692.4 2574. -208. 3568. 5934. NET CHANGE IN DAY-SECOND-FEET.. 2366.0 2366. 2366. AVERAGE FLOW IN C.F.S.......... 76. 0. 115. 191. CHANGE IN CONTENTS FOR MO.(4).. 4692.4 (1) COMPUTATIONS BASED ON THE APRIL 1989 CAPACITY TABLE. (2) BY 24-HOUR CLOCK, TIME IS 2400(MIDN.) OF DAY INDICATED UNLESS OTHERWISE NOTED. AVERAGE FLOW OR CHANGE IN RESERVOIR CONTENTS ARE FOR PERIOD ENDING AT TIME INDICATED. (3) BASED ON PROJECT RECORDS. DOES NOT INCLUDE EVAPORATION LOSSES. (4) BASED ON TOTAL CONTENTS AT BEGINNING AND END OF MONTH. RESERVOIR INFLOW COMPUTATIONS (1) SMITH RIVER, VA. PHILPOTT LAKE APRIL 1999 ELEVATION,NGVD29 CHANGE IN CONTENTS FLOW, CFS ________________ __________________ _________ TOTAL (2) GUIDE RESERVOIR CONTENTS ACRE - DAY-SEC-FEET (3) DATE HOUR CURVE LEVEL AF FEET STORED DRAWDOWN OUTFLOW INFLOW __________________________________________________________________________ 973.50 969.77 154207.0 1 973.50 969.88 154510.0 303.0 153. 141. 294 2 973.50 969.90 154565.0 55.0 28. 144. 172 3 973.50 970.00 154840.0 275.0 139. 32. 171 4 973.50 970.11 155147.0 307.0 162.(5) 28. 190 5 973.50 970.08 155063.0 -84.0 -42. 190. 148 6 973.50 970.02 154896.0 -167.0 -84. 191. 107 7 973.50 969.99 154813.0 -83.0 -42. 191. 149 8 973.50 969.93 154647.0 -166.0 -84. 191. 107 9 973.50 969.89 154537.0 -110.0 -55. 194. 139 10 973.50 969.99 154813.0 276.0 139. 32. 171 11 973.50 970.24 155510.0 697.0 351. 28. 379 12 973.50 970.22 155454.0 -56.0 -28. 188. 160 13 973.50 970.19 155370.0 -84.0 -42. 188. 146 14 973.50 970.19 155370.0 .0 0. 188. 188 15 973.50 970.17 155314.0 -56.0 -28. 189. 161 16 973.50 970.18 155342.0 28.0 14. 198. 212 17 973.50 970.22 155454.0 112.0 56. 35. 91 18 973.50 970.27 155593.0 139.0 70. 28. 98 19 973.50 970.20 155398.0 -195.0 -98. 192. 94 20 973.50 970.17 155314.0 -84.0 -42. 187. 145 21 973.50 970.15 155258.0 -56.0 -28. 193. 165 22 973.50 970.08 155063.0 -195.0 -98. 195. 97 23 973.50 970.01 154868.0 -195.0 -98. 195. 97 24 973.50 970.08 155063.0 195.0 98. 32. 130 25 973.50 970.11 155147.0 84.0 42. 28. 70 26 973.50 970.11 155147.0 .0 0. 192. 192 27 973.50 970.06 155007.0 -140.0 -71. 188. 117 28 973.50 970.02 154896.0 -111.0 -56. 195. 139 29 973.50 970.07 155035.0 139.0 70. 188. 258 30 973.50 970.00 154840.0 -195.0 -98. 338. 240 __________________________________________________________________________ TOTAL FOR MONTH................ 633.0 1322. -994. 4499. 4827. NET CHANGE IN DAY-SECOND-FEET.. 328. 328. 328. AVERAGE FLOW IN C.F.S.......... 11. 150. 166. CHANGE IN CONTENTS FOR MO.(4).. 633.0 (1) COMPUTATIONS BASED ON THE APRIL 1989 CAPACITY TABLE. (2) BY 24-HOUR CLOCK, TIME IS 2400(MIDN.) OF DAY INDICATED UNLESS OTHERWISE NOTED. AVERAGE FLOW OR CHANGE IN RESERVOIR CONTENTS ARE FOR PERIOD ENDING AT TIME INDICATED. (3) BASED ON PROJECT RECORDS. DOES NOT INCLUDE EVAPORATION LOSSES. (4) BASED ON TOTAL CONTENTS AT BEGINNING AND END OF MONTH. (5) ADJUSTED FOR 23-HOUR DAY (CONVERTING FROM EST TO EDT). RESERVOIR INFLOW COMPUTATIONS (1) SMITH RIVER, VA. PHILPOTT LAKE MAY 1999 ELEVATION,NGVD29 CHANGE IN CONTENTS FLOW, CFS ________________ __________________ _________ TOTAL (2) GUIDE RESERVOIR CONTENTS ACRE - DAY-SEC-FEET (3) DATE HOUR CURVE LEVEL AF FEET STORED DRAWDOWN OUTFLOW INFLOW __________________________________________________________________________ 973.50 970.00 154840.0 1 973.50 970.03 154924.0 84.0 42. 126. 168 2 973.50 970.11 155147.0 223.0 112. 32. 144 3 973.50 970.10 155119.0 -28.0 -14. 140. 126 4 973.50 970.15 155258.0 139.0 70. 31. 101 5 973.50 970.10 155119.0 -139.0 -70. 190. 120 6 973.50 970.06 155007.0 -112.0 -56. 191. 135 7 973.50 970.01 154868.0 -139.0 -70. 191. 121 8 973.50 970.07 155035.0 167.0 84. 32. 116 9 973.50 970.12 155175.0 140.0 71. 32. 103 10 973.50 970.11 155147.0 -28.0 -14. 128. 114 11 973.50 970.08 155063.0 -84.0 -42. 127. 85 12 973.50 970.06 155007.0 -56.0 -28. 134. 106 13 973.50 970.03 154924.0 -83.0 -42. 133. 91 14 973.50 970.52 156291.0 1367.0 689. 133. 822 15 973.50 970.79 157044.0 753.0 380. 32. 412 16 973.50 970.93 157435.0 391.0 197. 32. 229 17 973.50 970.93 157435.0 .0 0. 190. 190 18 973.50 970.93 157435.0 .0 0. 187. 187 19 973.50 971.06 157799.0 364.0 184. 185. 369 20 973.50 971.08 157855.0 56.0 28. 191. 219 21 973.50 971.07 157827.0 -28.0 -14. 187. 173 22 973.50 971.15 158051.0 224.0 113. 32. 145 23 973.50 971.22 158248.0 197.0 99. 31. 130 24 973.50 971.20 158192.0 -56.0 -28. 139. 111 25 973.50 971.19 158164.0 -28.0 -14. 134. 120 26 973.50 971.17 158108.0 -56.0 -28. 128. 100 27 973.50 971.15 158051.0 -57.0 -29. 128. 99 28 973.50 971.11 157939.0 -112.0 -56. 132. 76 29 973.50 971.14 158023.0 84.0 42. 30. 72 30 973.50 971.17 158108.0 85.0 43. 31. 74 31 973.50 971.06 157799.0 -309.0 -156. 246. 90 __________________________________________________________________________ TOTAL FOR MONTH................ 2959.0 2154. -661. 3655. 5148. NET CHANGE IN DAY-SECOND-FEET.. 1492. 1493. 1493. AVERAGE FLOW IN C.F.S.......... 48. 119. 167. CHANGE IN CONTENTS FOR MO.(4).. 2959.0 (1) COMPUTATIONS BASED ON THE APRIL 1989 CAPACITY TABLE. (2) BY 24-HOUR CLOCK, TIME IS 2400(MIDN.) OF DAY INDICATED UNLESS OTHERWISE NOTED. AVERAGE FLOW OR CHANGE IN RESERVOIR CONTENTS ARE FOR PERIOD ENDING AT TIME INDICATED. (3) BASED ON PROJECT RECORDS. DOES NOT INCLUDE EVAPORATION LOSSES. (4) BASED ON TOTAL CONTENTS AT BEGINNING AND END OF MONTH. RESERVOIR INFLOW COMPUTATIONS (1) SMITH RIVER, VA. PHILPOTT LAKE JUNE 1999 ELEVATION,NGVD29 CHANGE IN CONTENTS FLOW, CFS ________________ __________________ _________ TOTAL (2) GUIDE RESERVOIR CONTENTS ACRE - DAY-SEC-FEET (3) DATE HOUR CURVE LEVEL AF FEET STORED DRAWDOWN OUTFLOW INFLOW __________________________________________________________________________ 973.50 971.06 157799.0 1 973.50 970.92 157407.0 -392.0 -198. 250. 52 2 973.50 970.80 157072.0 -335.0 -169. 251. 82 3 973.50 970.68 156737.0 -335.0 -169. 226. 57 4 973.50 970.55 156374.0 -363.0 -183. 247. 64 5 973.50 970.56 156402.0 28.0 14. 31. 45 6 973.50 970.58 156458.0 56.0 28. 31. 59 7 973.50 970.44 156068.0 -390.0 -197. 251. 54 8 973.50 970.28 155621.0 -447.0 -225. 251. 26 9 973.50 970.16 155286.0 -335.0 -169. 246. 77 10 973.50 969.99 154813.0 -473.0 -238. 251. 13 11 973.50 969.85 154428.0 -385.0 -194. 239. 45 12 973.50 969.86 154455.0 27.0 14. 30. 44 13 973.50 969.86 154455.0 0.0 0. 30. 30 14 973.50 969.68 153960.0 -495.0 -250. 248. -2 15 973.50 969.56 153630.0 -330.0 -166. 249. 83 16 973.50 969.42 153245.0 -385.0 -194. 249. 55 17 973.50 969.31 152942.0 -303.0 -153. 249. 96 18 973.50 969.17 152557.0 -385.0 -194. 246. 52 19 973.50 969.17 152557.0 0.0 0. 30. 30 20 973.50 969.18 152585.0 28.0 14. 30. 44 21 973.50 969.07 152283.0 -302.0 -152. 247. 95 22 973.50 968.94 151927.0 -356.0 -179. 246. 67 23 973.50 968.80 151548.0 -379.0 -191. 247. 56 24 973.50 968.65 151141.0 -407.0 -205. 248. 43 25 973.50 968.51 150762.0 -379.0 -191. 247. 56 26 973.50 968.54 150843.0 81.0 41. 30. 71 27 973.50 968.60 151006.0 163.0 82. 30. 112 28 973.50 968.47 150654.0 -352.0 -177. 248. 71 29 973.50 968.33 150274.0 -380.0 -192. 248. 56 30 973.50 968.18 149868.0 -406.0 -205. 246. 41 __________________________________________________________________________ TOTAL FOR MONTH................ -7931.0 193. -4191. 5672. 1674. NET CHANGE IN DAY-SECOND-FEET.. -3999. -3998. 3998. AVERAGE FLOW IN C.F.S.......... -133. 189. 56. CHANGE IN CONTENTS FOR MO.(4).. -7931.0 (1) COMPUTATIONS BASED ON THE APRIL 1989 CAPACITY TABLE. (2) BY 24-HOUR CLOCK, TIME IS 2400(MIDN.) OF DAY INDICATED UNLESS OTHERWISE NOTED. AVERAGE FLOW OR CHANGE IN RESERVOIR CONTENTS ARE FOR PERIOD ENDING AT TIME INDICATED. (3) BASED ON PROJECT RECORDS. DOES NOT INCLUDE EVAPORATION LOSSES. (4) BASED ON TOTAL CONTENTS AT BEGINNING AND END OF MONTH. RESERVOIR INFLOW COMPUTATIONS (1) SMITH RIVER, VA. PHILPOTT LAKE JULY 1999 ELEVATION,NGVD29 CHANGE IN CONTENTS FLOW, CFS ________________ __________________ _________ TOTAL (2) GUIDE RESERVOIR CONTENTS ACRE - DAY-SEC-FEET (3) DATE HOUR CURVE LEVEL AF FEET STORED DRAWDOWN OUTFLOW INFLOW __________________________________________________________________________ 973.50 968.18 149868.0 1 973.50 968.10 149651.0 -217.0 -109. 247. 138 2 973.50 968.02 149434.0 -217.0 -109. 247. 138 3 973.50 968.04 149488.0 54.0 27. 29. 56 4 973.50 968.06 149543.0 55.0 28. 30. 58 5 973.50 967.87 149032.0 -511.0 -258. 302. 44 6 973.50 967.67 148496.0 -536.0 -270. 301. 31 7 973.50 967.47 147960.0 -536.0 -270. 301. 31 8 973.50 967.32 147558.0 -402.0 -203. 304. 101 9 973.50 967.10 146968.0 -590.0 -297. 302. 5 10 973.50 967.11 146995.0 27.0 14. 30. 44 11 973.50 967.11 146995.0 0.0 0. 30. 30 12 973.50 967.01 146727.0 -268.0 -135. 301. 166 13 973.50 966.92 146489.0 -238.0 -120. 301. 181 14 973.50 966.81 146198.0 -291.0 -147. 300. 153 15 973.50 966.66 145802.0 -396.0 -200. 301. 101 16 973.50 966.48 145327.0 -475.0 -239. 301. 62 17 973.50 966.51 145406.0 79.0 40. 31. 71 18 973.50 966.52 145433.0 27.0 14. 34. 48 19 973.50 966.32 144905.0 -528.0 -266. 303. 37 20 973.50 966.12 144377.0 -528.0 -266. 302. 36 21 973.50 966.06 144218.0 -159.0 -80. 303. 223 22 973.50 965.89 143773.0 -445.0 -224. 302. 78 23 973.50 965.68 143225.0 -548.0 -276. 302. 26 24 973.50 965.68 143225.0 0.0 0. 31. 31 25 973.50 965.69 143251.0 26.0 13. 30. 43 26 973.50 965.48 142703.0 -548.0 -276. 304. 28 27 973.50 965.26 142129.0 -574.0 -289. 303. 14 28 973.50 965.17 141894.0 -235.0 -118. 306. 188 29 973.50 965.03 141528.0 -366.0 -185. 306. 121 30 973.50 964.83 141013.0 -515.0 -260. 307. 47 31 973.50 964.86 141090.0 77.0 39. 30. 69 __________________________________________________________________________ TOTAL FOR MONTH................ -8778.0 175. -4597. 6821. 2399. NET CHANGE IN DAY-SECOND-FEET.. -4426. -4422. 4422. AVERAGE FLOW IN C.F.S.......... -143. 220. 77. CHANGE IN CONTENTS FOR MO.(4).. -8778.0 (1) COMPUTATIONS BASED ON THE APRIL 1989 CAPACITY TABLE. (2) BY 24-HOUR CLOCK, TIME IS 2400(MIDN.) OF DAY INDICATED UNLESS OTHERWISE NOTED. AVERAGE FLOW OR CHANGE IN RESERVOIR CONTENTS ARE FOR PERIOD ENDING AT TIME INDICATED. (3) BASED ON PROJECT RECORDS. DOES NOT INCLUDE EVAPORATION LOSSES. (4) BASED ON TOTAL CONTENTS AT BEGINNING AND END OF MONTH. RESERVOIR INFLOW COMPUTATIONS (1) SMITH RIVER, VA. PHILPOTT LAKE AUGUST 1999 ELEVATION,NGVD29 CHANGE IN CONTENTS FLOW, CFS ________________ __________________ _________ TOTAL (2) GUIDE RESERVOIR CONTENTS ACRE - DAY-SEC-FEET (3) DATE HOUR CURVE LEVEL AF FEET STORED DRAWDOWN OUTFLOW INFLOW __________________________________________________________________________ 973.50 964.86 141090.0 1 973.47 964.86 141090.0 0.0 0. 30. 30 2 973.43 964.63 140499.0 -591.0 -298. 305. 7 3 973.40 964.39 139882.0 -617.0 -311. 306. -5 4 973.37 964.16 139291.0 -591.0 -298. 307. 9 5 973.33 963.93 138703.0 -588.0 -296. 308. 12 6 973.30 963.67 138045.0 -658.0 -332. 309. -23 7 973.27 963.66 138020.0 -25.0 -13. 31. 18 8 973.23 963.63 137944.0 -76.0 -38. 31. -7 9 973.20 963.27 137033.0 -911.0 -459. 474. 15 10 973.17 962.88 136050.0 -983.0 -496. 476. -20 11 973.13 962.50 135100.0 -950.0 -479. 474. -5 12 973.10 962.11 134125.0 -975.0 -492. 478. -14 13 973.07 961.72 133158.0 -967.0 -488. 479. -9 14 973.03 961.72 133158.0 0.0 0. 33. 33 15 973.00 961.71 133134.0 -24.0 -12. 35. 23 16 972.97 961.32 132170.0 -964.0 -486. 483. -3 17 972.94 960.91 131161.0 -1009.0 -509. 482. -27 18 972.91 960.52 130214.0 -947.0 -477. 482. 5 19 972.88 960.10 129193.0 -1021.0 -515. 485. -30 20 972.84 959.92 128758.0 -435.0 -219. 336. 117 21 972.81 959.93 128782.0 24.0 12. 32. 44 22 972.78 959.92 128758.0 -24.0 -12. 32. 20 23 972.75 959.54 127846.0 -912.0 -460. 486. 26 24 972.72 959.17 126958.0 -888.0 -448. 454. 6 25 972.69 959.13 126862.0 -96.0 -48. 485. 437 26 972.66 958.84 126172.0 -690.0 -348. 473. 125 27 972.62 958.51 125394.0 -778.0 -392. 489. 97 28 972.59 958.51 125394.0 0.0 0. 32. 32 29 972.56 958.52 125417.0 23.0 12. 32. 44 30 972.53 958.10 124426.0 -991.0 -500. 490. -10 31 972.50 957.68 123441.0 -985.0 -497. 488. -9 __________________________________________________________________________ TOTAL FOR MONTH................ -17649.0 24. -8923. 9837. 938. NET CHANGE IN DAY-SECOND-FEET.. -8898. -8899. 8899. AVERAGE FLOW IN C.F.S.......... -287. 317. 30. CHANGE IN CONTENTS FOR MO.(4).. -17649.0 (1) COMPUTATIONS BASED ON THE APRIL 1989 CAPACITY TABLE. (2) BY 24-HOUR CLOCK, TIME IS 2400(MIDN.) OF DAY INDICATED UNLESS OTHERWISE NOTED. AVERAGE FLOW OR CHANGE IN RESERVOIR CONTENTS ARE FOR PERIOD ENDING AT TIME INDICATED. (3) BASED ON PROJECT RECORDS. DOES NOT INCLUDE EVAPORATION LOSSES. (4) BASED ON TOTAL CONTENTS AT BEGINNING AND END OF MONTH. RESERVOIR INFLOW COMPUTATIONS (1) SMITH RIVER, VA. PHILPOTT LAKE SEPTEMBER 1999 ELEVATION,NGVD29 CHANGE IN CONTENTS FLOW, CFS ________________ __________________ _________ TOTAL (2) GUIDE RESERVOIR CONTENTS ACRE - DAY-SEC-FEET (3) DATE HOUR CURVE LEVEL AF FEET STORED DRAWDOWN OUTFLOW INFLOW __________________________________________________________________________ 972.50 957.68 123441.0 1 972.47 957.25 122435.0 -1006.0 -507. 467. -40 2 972.43 956.82 121434.0 -1001.0 -505. 483. -22 3 972.40 956.39 120441.0 -993.0 -501. 454. -47 4 972.37 956.38 120418.0 -23.0 -12. 32. 20 5 972.33 956.88 121573.0 1155.0 582. 32. 614 6 972.30 956.93 121688.0 115.0 58. 487. 545 7 972.27 956.68 121111.0 -577.0 -291. 486. 195 8 972.23 956.32 120279.0 -832.0 -419. 491. 72 9 972.20 956.39 120441.0 162.0 82. 163. 245 10 972.17 956.53 120764.0 323.0 163. 34. 197 11 972.13 956.53 120764.0 0.0 0. 74. 74 12 972.10 956.55 120810.0 46.0 23. 33. 56 13 972.07 956.46 120603.0 -207.0 -104. 178. 74 14 972.03 956.34 120325.0 -278.0 -140. 161. 21 15 972.00 956.28 120187.0 -138.0 -70. 136. 66 16 971.97 956.23 120071.0 -116.0 -58. 137. 79 17 971.93 956.17 119933.0 -138.0 -70. 136. 66 18 971.90 956.17 119933.0 0.0 0. 33. 33 19 971.87 956.17 119933.0 0.0 0. 33. 33 20 971.83 956.03 119609.0 -324.0 -163. 137. -26 21 971.80 955.98 119494.0 -115.0 -58. 137. 79 22 971.77 955.87 119244.0 -250.0 -126. 137. 11 23 971.73 955.79 119061.0 -183.0 -92. 137. 45 24 971.70 955.68 118810.0 -251.0 -127. 136. 9 25 971.67 955.68 118810.0 0.0 0. 33. 33 26 971.63 955.68 118810.0 0.0 0. 33. 33 27 971.60 955.74 118947.0 137.0 69. 137. 206 28 971.57 956.02 119586.0 639.0 322. 137. 459 29 971.53 956.65 121041.0 1455.0 734. 137. 871 30 971.50 957.41 122809.0 1768.0 891. 135. 1026 __________________________________________________________________________ TOTAL FOR MONTH................ -632.0 2924. -3243. 5346. 5027. NET CHANGE IN DAY-SECOND-FEET.. -319. -319. 319. AVERAGE FLOW IN C.F.S.......... -11. 178. 168. CHANGE IN CONTENTS FOR MO.(4).. -632.0 (1) COMPUTATIONS BASED ON THE APRIL 1989 CAPACITY TABLE. (2) BY 24-HOUR CLOCK, TIME IS 2400(MIDN.) OF DAY INDICATED UNLESS OTHERWISE NOTED. AVERAGE FLOW OR CHANGE IN RESERVOIR CONTENTS ARE FOR PERIOD ENDING AT TIME INDICATED. (3) BASED ON PROJECT RECORDS. DOES NOT INCLUDE EVAPORATION LOSSES. (4) BASED ON TOTAL CONTENTS AT BEGINNING AND END OF MONTH. RESERVOIR INFLOW COMPUTATIONS (1) SMITH RIVER, VA. PHILPOTT LAKE OCTOBER 1999 ELEVATION,NGVD29 CHANGE IN CONTENTS FLOW, CFS ________________ __________________ _________ TOTAL (2) GUIDE RESERVOIR CONTENTS ACRE - DAY-SEC-FEET (3) DATE HOUR CURVE LEVEL AF FEET STORED DRAWDOWN OUTFLOW INFLOW __________________________________________________________________________ 971.50 957.41 122809.0 1 971.50 957.52 123067.0 258.0 130. 135. 265 2 971.50 957.62 123301.0 234.0 118. 32. 150 3 971.50 957.68 123441.0 140.0 71. 32. 103 4 971.50 957.72 123535.0 94.0 47. 83. 130 5 971.50 957.73 123558.0 23.0 12. 83. 95 6 971.50 957.72 123535.0 -23.0 -12. 83. 71 7 971.50 957.67 123418.0 -117.0 -59. 134. 75 8 971.50 957.62 123301.0 -117.0 -59. 135. 76 9 971.50 957.64 123348.0 47.0 24. 32. 56 10 971.50 957.76 123628.0 280.0 141. 32. 173 11 971.50 957.75 123605.0 -23.0 -12. 149. 137 12 971.50 957.68 123441.0 -164.0 -83. 150. 67 13 971.50 957.63 123324.0 -117.0 -59. 150. 91 14 971.50 957.58 123207.0 -117.0 -59. 150. 91 15 971.50 957.48 122973.0 -234.0 -118. 149. 31 16 971.50 957.51 123043.0 70.0 35. 32. 67 17 971.50 957.56 123160.0 117.0 59. 32. 91 18 971.50 957.47 122950.0 -210.0 -106. 149. 43 19 971.50 957.40 122786.0 -164.0 -83. 150. 67 20 971.50 957.41 122809.0 23.0 12. 149. 161 21 971.50 957.39 122763.0 -46.0 -23. 149. 126 22 971.50 957.33 122622.0 -141.0 -71. 149. 78 23 971.50 957.36 122692.0 70.0 35. 32. 67 24 971.50 957.38 122739.0 47.0 24. 32. 56 25 971.50 957.29 122529.0 -210.0 -106. 150. 44 26 971.50 957.22 122365.0 -164.0 -83. 150. 67 27 971.50 957.14 122178.0 -187.0 -94. 151. 57 28 971.50 957.07 122014.0 -164.0 -83. 150. 67 29 971.50 956.99 121827.0 -187.0 -94. 150. 56 30 971.50 957.01 121873.0 46.0 23. 33. 56 31 971.50 957.03 121920.0 47.0 23.(5) 32. 55 __________________________________________________________________________ TOTAL FOR MONTH................ -889.0 754. -1204. 3219. 2769. NET CHANGE IN DAY-SECOND-FEET.. -450. -450. 450. AVERAGE FLOW IN C.F.S.......... -15. 104. 90. CHANGE IN CONTENTS FOR MO.(4).. -889.0 (1) COMPUTATIONS BASED ON THE APRIL 1989 CAPACITY TABLE. (2) BY 24-HOUR CLOCK, TIME IS 2400(MIDN.) OF DAY INDICATED UNLESS OTHERWISE NOTED. AVERAGE FLOW OR CHANGE IN RESERVOIR CONTENTS ARE FOR PERIOD ENDING AT TIME INDICATED. (3) BASED ON PROJECT RECORDS. DOES NOT INCLUDE EVAPORATION LOSSES. (4) BASED ON TOTAL CONTENTS AT BEGINNING AND END OF MONTH. (5) ADJUSTED FOR 25-HOUR DAY (CONVERTING FROM EDT TO EST). RESERVOIR INFLOW COMPUTATIONS (1) SMITH RIVER, VA. PHILPOTT LAKE NOVEMBER 1999 ELEVATION,NGVD29 CHANGE IN CONTENTS FLOW, CFS ________________ __________________ _________ TOTAL (2) GUIDE RESERVOIR CONTENTS ACRE - DAY-SEC-FEET (3) DATE HOUR CURVE LEVEL AF FEET STORED DRAWDOWN OUTFLOW INFLOW __________________________________________________________________________ 971.50 957.03 121920.0 1 971.50 956.96 121758.0 -162.0 -82. 150. 68 2 971.50 957.10 122084.0 326.0 164. 149. 313 3 971.50 957.16 122224.0 140.0 71. 150. 221 4 971.50 957.12 122131.0 -93.0 -47. 150. 103 5 971.50 957.07 122014.0 -117.0 -59. 150. 91 6 971.50 957.11 122107.0 93.0 47. 32. 79 7 971.50 957.15 122201.0 94.0 47. 32. 79 8 971.50 957.08 122037.0 -164.0 -83. 150. 67 9 971.50 957.03 121920.0 -117.0 -59. 149. 90 10 971.50 956.97 121781.0 -139.0 -70. 149. 79 11 971.50 956.89 121596.0 -185.0 -93. 140. 47 12 971.50 956.84 121480.0 -116.0 -58. 140. 82 13 971.50 956.88 121573.0 93.0 47. 32. 79 14 971.50 956.93 121688.0 115.0 58. 32. 90 15 971.50 956.84 121480.0 -208.0 -105. 139. 34 16 971.50 956.76 121296.0 -184.0 -93. 140. 47 17 971.50 956.70 121157.0 -139.0 -70. 140. 70 18 971.50 956.62 120972.0 -185.0 -93. 141. 48 19 971.50 956.55 120810.0 -162.0 -82. 140. 58 20 971.50 956.59 120903.0 93.0 47. 32. 79 21 971.50 956.62 120972.0 69.0 35. 31. 66 22 971.50 956.58 120880.0 -92.0 -46. 140. 94 23 971.50 956.53 120764.0 -116.0 -58. 141. 83 24 971.50 956.47 120626.0 -138.0 -70. 140. 70 25 971.50 956.42 120510.0 -116.0 -58. 140. 82 26 971.50 956.53 120764.0 254.0 128. 140. 268 27 971.50 956.67 121088.0 324.0 163. 31. 194 28 971.50 956.75 121273.0 185.0 93. 32. 125 29 971.50 956.70 121157.0 -116.0 -58. 140. 82 30 971.50 956.66 121065.0 -92.0 -46. 140. 94 __________________________________________________________________________ TOTAL FOR MONTH................ -855.0 900. -1330. 3412. 2982. NET CHANGE IN DAY-SECOND-FEET.. -431. -430. 430. AVERAGE FLOW IN C.F.S.......... -14. 114. 100. CHANGE IN CONTENTS FOR MO.(4).. -855.0 (1) COMPUTATIONS BASED ON THE APRIL 1989 CAPACITY TABLE. (2) BY 24-HOUR CLOCK, TIME IS 2400(MIDN.) OF DAY INDICATED UNLESS OTHERWISE NOTED. AVERAGE FLOW OR CHANGE IN RESERVOIR CONTENTS ARE FOR PERIOD ENDING AT TIME INDICATED. (3) BASED ON PROJECT RECORDS. DOES NOT INCLUDE EVAPORATION LOSSES. (4) BASED ON TOTAL CONTENTS AT BEGINNING AND END OF MONTH. RESERVOIR INFLOW COMPUTATIONS (1) SMITH RIVER, VA. PHILPOTT LAKE DECEMBER 1999 ELEVATION,NGVD29 CHANGE IN CONTENTS FLOW, CFS ________________ __________________ _________ TOTAL (2) GUIDE RESERVOIR CONTENTS ACRE - DAY-SEC-FEET (3) DATE HOUR CURVE LEVEL AF FEET STORED DRAWDOWN OUTFLOW INFLOW ________________________ __________________________________________________ 971.50 956.66 121064.6 1 971.50 956.61 120949.1 -115.5 -58 139 81 2 971.50 956.56 120833.6 -115.5 -58 139 81 3 971.50 956.50 120695.0 -138.6 -70 140 70 4 971.50 956.54 120787.4 92.4 47 32 79 5 971.50 956.59 120902.9 115.5 58 32 90 6 971.50 956.58 120879.8 -23.1 -12 140 128 7 971.50 956.53 120764.3 -115.5 -58 140 82 8 971.50 956.48 120648.8 -115.5 -58 140 82 9 971.50 956.42 120510.2 -138.6 -70 140 70 10 971.50 956.43 120533.3 23.1 12 140 152 11 971.50 956.46 120602.6 69.3 35 31 66 12 971.50 956.50 120695.0 92.4 47 31 78 13 971.50 956.47 120625.7 -69.3 -35 139 104 14 971.50 957.08 122037.2 1411.5 712 140 852 15 971.50 957.26 122458.4 421.2 212 139 351 16 971.50 957.33 122622.2 163.8 83 139 222 17 971.50 957.36 122692.4 70.2 35 139 174 18 971.50 957.45 122903.0 210.6 106 31 137 19 971.50 957.55 123137.0 234.0 118 31 149 20 971.50 957.59 123230.6 93.6 47 139 186 21 971.50 957.62 123300.8 70.2 35 139 174 22 971.50 957.63 123324.2 23.4 12 138 150 23 971.50 957.63 123324.2 0.0 138 138 24 971.50 957.63 123324.2 0.0 139 139 25 971.50 957.69 123464.6 140.4 71 31 102 26 971.50 957.77 123651.8 187.2 94 31 125 27 971.50 957.74 123581.6 -70.2 -35 138 103 28 971.50 957.71 123511.4 -70.2 -35 138 103 29 971.50 957.67 123417.8 -93.6 -47 138 91 30 971.50 957.64 123347.6 -70.2 -35 138 103 31 971.50 957.61 123277.4 -70.2 -35 139 104 __________________________________________________________________________ TOTAL FOR MONTH............. 2212.8 1724 -606 3448 4566 NET CHANGE IN DAY-SEC-FEET.. 1116 1118 1118 AVERAGE FLOW IN C.F.S....... 36 0 111 147 CHANGE IN CONTENTS FOR MO.(4) 2212.8 (1) COMPUTATIONS BASED ON THE APRIL 1989 CAPACITY TABLE. (2) BY 24-HOUR CLOCK, TIME IS 2400(MIDN.) OF DAY INDICATED UNLESS OTHERWISE NOTED. AVERAGE FLOW OR CHANGE IN RESERVOIR CONTENTS ARE FOR PERIOD ENDING AT TIME INDICATED. (3) BASED ON PROJECT RECORDS. DOES NOT INCLUDE EVAPORATION LOSSES. (4) BASED ON TOTAL CONTENTS AT BEGINNING AND END OF MONTH.