RESERVOIR INFLOW COMPUTATIONS (1) NEUSE RIVER BASIN, N.C. FALLS LAKE JANUARY 1990 ELEVATION,NGVD29 TOTAL CHANGE IN CONTENTS FLOW, CFS ________________ __________________ _________ (2) NORMAL RESERVOIR CONTENTS ACRE - DAY-SEC-FEET (3) WATER DATE LEVEL LEVEL AF FEET STORED DRAWDOWN OUTFLOW SUPPLY INFLOW ____ _____ _________ ________ _____ ______ ________ _______ ______ ______ 250.10 250.27 111261. 1 250.10 250.51 114047. 2786. 1405. 151. 45. 1601 2 250.10 250.61 115208. 1161. 585. 603. 53. 1241 3 250.10 250.47 113583. -1625. -819. 1514. 53. 748 4 250.10 250.31 111725. -1858. -937. 1511. 50. 624 5 250.10 250.21 110565. -1160. -585. 1173. 54. 642 6 250.10 250.24 110913. 348. 175. 838. 53. 1066 7 250.10 250.32 111842. 929. 468. 838. 50. 1356 8 250.10 250.58 114860. 3018. 1522. 1134. 41. 2697 9 250.10 250.89 118458. 3598. 1814. 2030. 49. 3893 10 250.10 250.77 117065. -1393. -702. 2527. 53. 1878 11 250.10 250.52 114163. -2902. -1463. 2524. 48. 1109 12 250.10 250.37 112422. -1741. -878. 1832. 49. 1003 13 250.10 250.28 111377. -1045. -527. 894. 54. 421 14 250.10 250.24 110913. -464. -234. 671. 52. 489 15 250.10 250.23 110797. -116. -58. 670. 42. 654 16 250.10 250.19 110333. -464. -234. 670. 48. 484 17 250.10 250.18 110216. -117. -59. 454. 57. 452 18 250.10 250.22 110681. 465. 234. 325. 47. 606 19 250.10 250.21 110565. -116. -58. 325. 49. 316 20 250.10 250.24 110913. 348. 175. 325. 49. 549 21 250.10 250.44 113235. 2322. 1171. 325. 42. 1538 22 250.10 250.40 112770. -465. -234. 1018. 46. 830 23 250.10 250.20 110449. -2321. -1170. 1509. 49. 388 24 250.10 250.17 110100. -349. -176. 868. 54. 746 25 250.10 250.25 111029. 929. 468. 496. 50. 1014 26 250.10 250.96 119271. 8242. 4155. 1154. 46. 5355 27 250.10 251.20 122217. 2946. 1485. 2368. 55. 3908 28 250.10 251.04 120231. -1986. -1001. 2535. 50. 1584 29 250.10 250.90 118574. -1657. -835. 2474. 42. 1681 30 250.10 250.59 114976. -3598. -1814. 2472. 49. 707 31 250.10 250.37 112422. -2554. -1288. 2281. 50. 1043 ____________________________________________________________________________ TOTAL FOR MONTH................ 1161. 13657. -13072. 38509. 1529. 40623. NET CHANGE IN DAY-SECOND-FEET.. 585. 585. 585. AVERAGE FLOW IN C.F.S.......... 19. 1242. 49. 1310. CHANGE IN CONTENTS FOR MO.(4).. 1161. (1) COMPUTATIONS BASED ON THE DECEMBER 1985 CAPACITY TABLE. (2) BY 24-HOUR CLOCK, TIME IS 2400 OF DAY INDICATED UNLESS OTHERWISE NOTED. AVERAGE FLOW OR CHANGE IN RESERVOIR CONTENTS ARE FOR PERIOD ENDING AT TIME INDICATED. (3) BASED ON PROJECT RECORDS. DOES NOT INCLUDE EVAPORATION LOSSES. ALSO, OUTFLOW DOES NOT INCLUDE RALEIGH WATER SUPPLY WITHDRAWALS (SEE NEXT COLUMN). (4) BASED ON TOTAL CONTENTS AT BEGINNING AND END OF MONTH. 1 RESERVOIR INFLOW COMPUTATIONS (1) NEUSE RIVER BASIN, N.C. FALLS LAKE FEBRUARY 1990 ELEVATION,NGVD29 TOTAL CHANGE IN CONTENTS FLOW, CFS ________________ __________________ _________ (2) NORMAL RESERVOIR CONTENTS ACRE - DAY-SEC-FEET (3) WATER DATE LEVEL LEVEL AF FEET STORED DRAWDOWN OUTFLOW SUPPLY INFLOW ____ _____ _________ ________ _____ ______ ________ _______ ______ ______ 250.10 250.37 112422. 1 250.10 250.20 110449. -1973. -995. 1592. 49. 646 2 250.10 250.17 110100. -349. -176. 863. 51. 738 3 250.10 250.25 111029. 929. 468. 496. 56. 1020 4 250.10 250.34 112074. 1045. 527. 497. 51. 1075 5 250.10 250.44 113235. 1161. 585. 1015. 33. 1633 6 250.10 250.36 112306. -929. -468. 1511. 59. 1102 7 250.10 250.24 110913. -1393. -702. 1509. 43. 850 8 250.10 250.18 110216. -697. -351. 1029. 54. 732 9 250.10 250.21 110565. 349. 176. 496. 55. 727 10 250.10 251.07 120604. 10039. 5061. 295. 57. 5413 11 250.10 251.77 129290. 8686. 4379. 667. 47. 5093 12 250.10 251.71 128545. -745. -376. 2077. 56. 1757 13 250.10 251.40 124699. -3846. -1939. 3000. 50. 1111 14 250.10 251.07 120604. -4095. -2065. 2943. 51. 929 15 250.10 250.71 116369. -4235. -2135. 2697. 48. 610 16 250.10 251.29 123334. 6965. 3512. 1820. 50. 5382 17 250.10 252.36 136874. 13540. 6826. 1621. 59. 8506 18 250.10 252.47 138319. 1445. 729. 2056. 41. 2826 19 250.10 252.53 139107. 788. 397. 2659. 30. 3086 20 250.10 252.42 137662. -1445. -729. 3487. 57. 2815 21 250.10 252.07 133064. -4598. -2318. 3883. 43. 1608 22 250.10 251.80 129662. -3402. -1715. 3052. 51. 1388 23 250.10 251.86 130407. 745. 376. 2331. 42. 2749 24 250.10 251.80 129662. -745. -376. 2525. 56. 2205 25 250.10 251.49 125815. -3847. -1940. 2466. 44. 570 26 250.10 251.12 121224. -4591. -2315. 2399. 37. 121 27 250.10 250.83 117762. -3462. -1745. 2456. 57. 768 28 250.10 250.63 115440. -2322. -1171. 2488. 38. 1355 ____________________________________________________________________________ TOTAL FOR MONTH................ 3018. 23036. -21516. 53930. 1365. 56815. NET CHANGE IN DAY-SECOND-FEET.. 1522. 1520. 1520. AVERAGE FLOW IN C.F.S.......... 54. 1926. 49. 2029. CHANGE IN CONTENTS FOR MO.(4).. 3018. (1) COMPUTATIONS BASED ON THE DECEMBER 1985 CAPACITY TABLE. (2) BY 24-HOUR CLOCK, TIME IS 2400 OF DAY INDICATED UNLESS OTHERWISE NOTED. AVERAGE FLOW OR CHANGE IN RESERVOIR CONTENTS ARE FOR PERIOD ENDING AT TIME INDICATED. (3) BASED ON PROJECT RECORDS. DOES NOT INCLUDE EVAPORATION LOSSES. ALSO, OUTFLOW DOES NOT INCLUDE RALEIGH WATER SUPPLY WITHDRAWALS (SEE NEXT COLUMN). (4) BASED ON TOTAL CONTENTS AT BEGINNING AND END OF MONTH. 1 RESERVOIR INFLOW COMPUTATIONS (1) NEUSE RIVER BASIN, N.C. FALLS LAKE MARCH 1990 ELEVATION,NGVD29 TOTAL CHANGE IN CONTENTS FLOW, CFS ________________ __________________ _________ (2) NORMAL RESERVOIR CONTENTS ACRE - DAY-SEC-FEET (3) WATER DATE LEVEL LEVEL AF FEET STORED DRAWDOWN OUTFLOW SUPPLY INFLOW ____ _____ _________ ________ _____ ______ ________ _______ ______ ______ 250.10 250.63 115440. 1 250.10 250.33 111958. -3482. -1756. 2114. 64. 422 2 250.10 250.19 110333. -1625. -819. 1284. 42. 507 3 250.10 250.30 111609. 1276. 643. 667. 53. 1363 4 250.10 250.42 113002. 1393. 702. 497. 41. 1240 5 250.10 250.38 112538. -464. -234. 988. 40. 794 6 250.10 250.21 110565. -1973. -995. 1468. 58. 531 7 250.10 250.15 109868. -697. -351. 912. 40. 601 8 250.10 250.16 109984. 116. 58. 432. 46. 536 9 250.10 250.20 110449. 465. 234. 325. 38. 597 10 250.10 250.24 110913. 464. 234. 325. 55. 614 11 250.10 250.26 111145. 232. 117. 325. 52. 494 12 250.10 250.27 111261. 116. 58. 433. 44. 535 13 250.10 250.25 111029. -232. -117. 497. 55. 435 14 250.10 250.19 110333. -696. -351. 496. 52. 197 15 250.10 250.12 109520. -813. -410. 496. 52. 138 16 250.10 250.12 109520. 0. 0. 378. 50. 428 17 250.10 250.29 111493. 1973. 995. 252. 52. 1299 18 250.10 250.52 114163. 2670. 1346. 151. 45. 1542 19 250.10 250.62 115324. 1161. 585. 540. 41. 1166 20 250.10 250.56 114627. -697. -351. 982. 41. 672 21 250.10 250.37 112422. -2205. -1112. 985. 46. -81 22 250.10 250.30 111609. -813. -410. 518. 53. 161 23 250.10 250.37 112422. 813. 410. 151. 43. 604 24 250.10 250.39 112654. 232. 117. 151. 64. 332 25 250.10 250.43 113118. 464. 234. 151. 46. 431 26 250.10 250.46 113467. 349. 176. 151. 38. 365 27 250.10 250.43 113118. -349. -176. 151. 56. 31 28 250.10 250.46 113467. 349. 176. 151. 44. 371 29 250.10 251.65 127801. 14334. 7227. 436. 52. 7715 30 250.10 252.17 134377. 6576. 3315. 681. 48. 4044 31 250.10 252.80 142654. 8277. 4173. 1140. 44. 5357 ____________________________________________________________________________ TOTAL FOR MONTH................ 27214. 20800. -7082. 18228. 1495. 33441. NET CHANGE IN DAY-SECOND-FEET.. 13720. 13718. 13718. AVERAGE FLOW IN C.F.S.......... 443. 588. 48. 1079. CHANGE IN CONTENTS FOR MO.(4).. 27214. (1) COMPUTATIONS BASED ON THE DECEMBER 1985 CAPACITY TABLE. (2) BY 24-HOUR CLOCK, TIME IS 2400 OF DAY INDICATED UNLESS OTHERWISE NOTED. AVERAGE FLOW OR CHANGE IN RESERVOIR CONTENTS ARE FOR PERIOD ENDING AT TIME INDICATED. (3) BASED ON PROJECT RECORDS. DOES NOT INCLUDE EVAPORATION LOSSES. ALSO, OUTFLOW DOES NOT INCLUDE RALEIGH WATER SUPPLY WITHDRAWALS (SEE NEXT COLUMN). (4) BASED ON TOTAL CONTENTS AT BEGINNING AND END OF MONTH. 1 RESERVOIR INFLOW COMPUTATIONS (1) NEUSE RIVER BASIN, N.C. FALLS LAKE APRIL 1990 ELEVATION,NGVD29 TOTAL CHANGE IN CONTENTS FLOW, CFS ________________ __________________ _________ (2) NORMAL RESERVOIR CONTENTS ACRE - DAY-SEC-FEET (3) WATER DATE LEVEL LEVEL AF FEET STORED DRAWDOWN OUTFLOW SUPPLY INFLOW ____ _____ _________ ________ _____ ______ ________ _______ ______ ______ 250.10 252.80 142654. 1 250.13 252.90 143968. 1314. 691.(5) 2055. 48. 2794 2 250.16 252.93 144362. 394. 199. 2482. 41. 2722 3 250.19 253.99 158834. 14472. 7296. 2651. 51. 9998 4 250.22 253.94 158150. -684. -345. 3175. 36. 2866 5 250.25 253.58 153222. -4928. -2485. 3450. 66. 1031 6 250.28 253.29 149252. -3970. -2002. 3468. 38. 1504 7 250.31 253.16 147472. -1780. -897. 3140. 56. 2299 8 250.34 252.89 143837. -3635. -1833. 3332. 54. 1553 9 250.37 252.51 138844. -4993. -2517. 3389. 42. 914 10 250.40 252.09 133326. -5518. -2782. 3386. 45. 649 11 250.43 251.73 128794. -4532. -2285. 3379. 53. 1147 12 250.46 251.44 125195. -3599. -1814. 2590. 48. 824 13 250.49 251.24 122713. -2482. -1251. 1414. 40. 203 14 250.52 251.15 121596. -1117. -563. 1017. 52. 506 15 250.55 251.33 123830. 2234. 1126. 1017. 39. 2182 16 250.58 251.42 124947. 1117. 563. 1553. 46. 2162 17 250.61 251.32 123706. -1241. -626. 2016. 48. 1438 18 250.64 251.12 121224. -2482. -1251. 1810. 49. 608 19 250.67 251.05 120355. -869. -438. 905. 46. 513 20 250.70 251.06 120480. 125. 63. 501. 46. 610 21 250.73 251.06 120480. 0. 0. 501. 66. 567 22 250.76 251.06 120480. 0. 0. 501. 46. 547 23 250.79 251.05 120355. -125. -63. 501. 42. 480 24 250.82 251.03 120107. -248. -125. 500. 56. 431 25 250.85 251.01 119859. -248. -125. 396. 64. 335 26 250.88 251.00 119735. -124. -63. 327. 60. 324 27 250.91 250.95 119155. -580. -292. 327. 64. 99 28 250.94 250.97 119387. 232. 117. 327. 61. 505 29 250.97 250.93 118922. -465. -234. 327. 51. 144 30 251.00 251.20 122217. 3295. 1661. 600. 43. 2304 ____________________________________________________________________________ TOTAL FOR MONTH................-20437. 11716. -21991. 51037. 1497. 42259. NET CHANGE IN DAY-SECOND-FEET..-10275. -10275. 10275. AVERAGE FLOW IN C.F.S.......... -343. 1701. 50. 1409. CHANGE IN CONTENTS FOR MO.(4)..-20437. (1) COMPUTATIONS BASED ON THE DECEMBER 1985 CAPACITY TABLE. (2) BY 24-HOUR CLOCK, TIME IS 2400 OF DAY INDICATED UNLESS OTHERWISE NOTED. AVERAGE FLOW OR CHANGE IN RESERVOIR CONTENTS ARE FOR PERIOD ENDING AT TIME INDICATED. (3) BASED ON PROJECT RECORDS. DOES NOT INCLUDE EVAPORATION LOSSES. ALSO, OUTFLOW DOES NOT INCLUDE RALEIGH WATER SUPPLY WITHDRAWALS (SEE NEXT COLUMN). (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) NEUSE RIVER BASIN, N.C. FALLS LAKE MAY 1990 ELEVATION,NGVD29 TOTAL CHANGE IN CONTENTS FLOW, CFS ________________ __________________ _________ (2) NORMAL RESERVOIR CONTENTS ACRE - DAY-SEC-FEET (3) WATER DATE LEVEL LEVEL AF FEET STORED DRAWDOWN OUTFLOW SUPPLY INFLOW ____ _____ _________ ________ _____ ______ ________ _______ ______ ______ 251.00 251.20 122217. 1 251.00 251.45 125319. 3102. 1564. 1242. 50. 2856 2 251.00 252.26 135560. 10241. 5163. 493. 55. 5711 3 251.00 252.51 138844. 3284. 1656. 1378. 51. 3085 4 251.00 252.83 143049. 4205. 2120. 2382. 53. 4555 5 251.00 253.02 145556. 2507. 1264. 2411. 54. 3729 6 251.00 252.99 145151. -405. -204. 2624. 48. 2468 7 251.00 252.71 141472. -3679. -1855. 2987. 43. 1175 8 251.00 252.33 136480. -4992. -2517. 3206. 48. 737 9 251.00 251.88 130655. -5825. -2937. 3189. 56. 308 10 251.00 252.03 132538. 1883. 949. 2887. 51. 3887 11 251.00 252.07 133064. 526. 265. 2733. 45. 3043 12 251.00 251.76 129166. -3898. -1965. 2642. 56. 733 13 251.00 251.47 125567. -3599. -1814. 2621. 51. 858 14 251.00 251.24 122713. -2854. -1439. 2066. 40. 667 15 251.00 251.09 120852. -1861. -938. 1110. 54. 226 16 251.00 251.04 120231. -621. -313. 547. 58. 292 17 251.00 251.07 120604. 373. 188. 328. 39. 555 18 251.00 251.04 120231. -373. -188. 327. 53. 192 19 251.00 250.98 119503. -728. -367. 327. 76. 36 20 251.00 250.96 119271. -232. -117. 217. 51. 151 21 251.00 250.99 119619. 348. 175. 152. 44. 371 22 251.00 251.08 120728. 1109. 559. 152. 53. 764 23 251.00 251.08 120728. 0. 0. 152. 55. 207 24 251.00 251.08 120728. 0. 0. 152. 49. 201 25 251.00 251.06 120480. -248. -125. 152. 55. 82 26 251.00 251.08 120728. 248. 125. 152. 49. 326 27 251.00 251.18 121969. 1241. 626. 152. 44. 822 28 251.00 251.41 124823. 2854. 1439. 152. 39. 1630 29 251.00 252.17 134377. 9554. 4817. 552. 45. 5414 30 251.00 252.27 135691. 1314. 662. 1819. 49. 2530 31 251.00 252.01 132275. -3416. -1722. 2564. 47. 889 TOTAL FOR MONTH................ 10058. 21572. -16501. 41868. 1561. 48500. NET CHANGE IN DAY-SECOND-FEET.. 5071. 5071. 5071. AVERAGE FLOW IN C.F.S.......... 164. 1351. 50. 1565. CHANGE IN CONTENTS FOR MO.(4).. 10058. (1) COMPUTATIONS BASED ON THE DECEMBER 1985 CAPACITY TABLE. (2) BY 24-HOUR CLOCK, TIME IS 2400 OF DAY INDICATED UNLESS OTHERWISE NOTED. AVERAGE FLOW OR CHANGE IN RESERVOIR CONTENTS ARE FOR PERIOD ENDING AT TIME INDICATED. (3) BASED ON PROJECT RECORDS. DOES NOT INCLUDE EVAPORATION LOSSES. ALSO, OUTFLOW DOES NOT INCLUDE RALEIGH WATER SUPPLY WITHDRAWALS (SEE NEXT COLUMN). (4) BASED ON TOTAL CONTENTS AT BEGINNING AND END OF MONTH. 1 RESERVOIR INFLOW COMPUTATIONS (1) NEUSE RIVER BASIN, N.C. FALLS LAKE JUNE 1990 ELEVATION,NGVD29 TOTAL CHANGE IN CONTENTS FLOW, CFS ________________ __________________ _________ (2) NORMAL RESERVOIR CONTENTS ACRE - DAY-SEC-FEET (3) WATER DATE LEVEL LEVEL AF FEET STORED DRAWDOWN OUTFLOW SUPPLY INFLOW ____ _____ _________ ________ _____ ______ ________ _______ ______ ______ 251.00 252.01 132275. 1 251.00 251.73 128794. -3481. -1755. 2173. 58. 476 2 251.00 251.57 126808. -1986. -1001. 1529. 54. 582 3 251.00 251.39 124575. -2233. -1126. 1528. 50. 452 4 251.00 251.25 122837. -1738. -876. 1525. 53. 702 5 251.00 251.10 120976. -1861. -938. 943. 47. 52 6 251.00 251.05 120355. -621. -313. 415. 53. 155 7 251.00 251.03 120107. -248. -125. 305. 54. 234 8 251.00 251.00 119735. -372. -188. 239. 66. 117 9 251.00 251.00 119735. 0. 0. 239. 65. 304 10 251.00 250.99 119619. -116. -58. 239. 53. 234 11 251.00 250.99 119619. 0. 0. 239. 52. 291 12 251.00 250.96 119271. -348. -175. 165. 65. 55 13 251.00 250.95 119155. -116. -58. 124. 68. 134 14 251.00 250.94 119039. -116. -58. 124. 67. 133 15 251.00 250.96 119271. 232. 117. 124. 57. 298 16 251.00 250.98 119503. 232. 117. 114. 67. 298 17 251.00 250.97 119387. -116. -58. 110. 50. 102 18 251.00 250.96 119271. -116. -58. 110. 45. 97 19 251.00 250.99 119619. 348. 175. 160. 64. 399 20 251.00 250.93 118922. -697. -351. 209. 62. -80 21 251.00 250.91 118690. -232. -117. 172. 64. 119 22 251.00 250.90 118574. -116. -58. 152. 64. 158 23 251.00 250.88 118342. -232. -117. 152. 67. 102 24 251.00 250.87 118226. -116. -58. 152. 47. 141 25 251.00 250.83 117762. -464. -234. 152. 55. -27 26 251.00 250.81 117529. -233. -117. 152. 60. 95 27 251.00 250.80 117413. -116. -58. 152. 64. 158 28 251.00 250.74 116717. -696. -351. 152. 67. -132 29 251.00 250.69 116137. -580. -292. 151. 61. -80 30 251.00 250.70 116253. 116. 58. 151. 77. 286 ____________________________________________________________________________ TOTAL FOR MONTH................-16022. 467. -8540. 12152. 1776. 5855. NET CHANGE IN DAY-SECOND-FEET.. -8078. -8073. 8073. AVERAGE FLOW IN C.F.S.......... -269. 405. 59. 195. CHANGE IN CONTENTS FOR MO.(4)..-16022. (1) COMPUTATIONS BASED ON THE DECEMBER 1985 CAPACITY TABLE. (2) BY 24-HOUR CLOCK, TIME IS 2400 OF DAY INDICATED UNLESS OTHERWISE NOTED. AVERAGE FLOW OR CHANGE IN RESERVOIR CONTENTS ARE FOR PERIOD ENDING AT TIME INDICATED. (3) BASED ON PROJECT RECORDS. DOES NOT INCLUDE EVAPORATION LOSSES. ALSO, OUTFLOW DOES NOT INCLUDE RALEIGH WATER SUPPLY WITHDRAWALS (SEE NEXT COLUMN). (4) BASED ON TOTAL CONTENTS AT BEGINNING AND END OF MONTH. 1 RESERVOIR INFLOW COMPUTATIONS (1) NEUSE RIVER BASIN, N.C. FALLS LAKE JULY 1990 ELEVATION,NGVD29 TOTAL CHANGE IN CONTENTS FLOW, CFS ________________ __________________ _________ (2) NORMAL RESERVOIR CONTENTS ACRE - DAY-SEC-FEET (3) WATER DATE LEVEL LEVEL AF FEET STORED DRAWDOWN OUTFLOW SUPPLY INFLOW ____ _____ _________ ________ _____ ______ ________ _______ ______ ______ 251.00 250.70 116253. 1 251.00 250.64 115556. -697. -351. 151. 74. -126 2 251.00 250.63 115440. -116. -58. 151. 52. 145 3 251.00 250.59 114976. -464. -234. 151. 62. -21 4 251.00 250.55 114511. -465. -234. 151. 69. -14 5 251.00 250.53 114279. -232. -117. 151. 81. 115 6 251.00 250.49 113815. -464. -234. 151. 80. -3 7 251.00 250.42 113002. -813. -410. 151. 75. -184 8 251.00 250.38 112538. -464. -234. 151. 75. -8 9 251.00 250.36 112306. -232. -117. 151. 63. 97 10 251.00 250.30 111609. -697. -351. 151. 68. -132 11 251.00 250.31 111725. 116. 58. 151. 84. 293 12 251.00 250.30 111609. -116. -58. 151. 86. 179 13 251.00 250.36 112306. 697. 351. 151. 84. 586 14 251.00 250.29 111493. -813. -410. 151. 80. -179 15 251.00 250.28 111377. -116. -58. 151. 59. 152 16 251.00 250.26 111145. -232. -117. 151. 61. 95 17 251.00 250.40 112770. 1625. 819. 151. 62. 1032 18 251.00 250.33 111958. -812. -409. 151. 47. -211 19 251.00 250.32 111842. -116. -58. 151. 66. 159 20 251.00 250.28 111377. -465. -234. 151. 59. -24 21 251.00 250.25 111029. -348. -175. 151. 60. 36 22 251.00 250.22 110681. -348. -175. 151. 64. 40 23 251.00 250.19 110333. -348. -175. 151. 57. 33 24 251.00 250.13 109636. -697. -351. 151. 65. -135 25 251.00 250.11 109404. -232. -117. 151. 65. 99 26 251.00 250.06 108823. -581. -293. 151. 87. -55 27 251.00 250.00 108127. -696. -351. 150. 87. -114 28 251.00 249.97 107803. -324. -163. 150. 55. 42 29 251.00 249.92 107262. -541. -273. 150. 65. -58 30 251.00 249.87 106721. -541. -273. 150. 63. -60 31 251.00 249.83 106289. -432. -218. 150. 69. 1 ____________________________________________________________________________ TOTAL FOR MONTH................ -9964. 1228. -6248. 4676. 2124. 1780. NET CHANGE IN DAY-SECOND-FEET.. -5024. -5020. 5020. AVERAGE FLOW IN C.F.S.......... -162. 151. 69. 57. CHANGE IN CONTENTS FOR MO.(4).. -9964. (1) COMPUTATIONS BASED ON THE DECEMBER 1985 CAPACITY TABLE. (2) BY 24-HOUR CLOCK, TIME IS 2400 OF DAY INDICATED UNLESS OTHERWISE NOTED. AVERAGE FLOW OR CHANGE IN RESERVOIR CONTENTS ARE FOR PERIOD ENDING AT TIME INDICATED. (3) BASED ON PROJECT RECORDS. DOES NOT INCLUDE EVAPORATION LOSSES. ALSO, OUTFLOW DOES NOT INCLUDE RALEIGH WATER SUPPLY WITHDRAWALS (SEE NEXT COLUMN). (4) BASED ON TOTAL CONTENTS AT BEGINNING AND END OF MONTH. 1 RESERVOIR INFLOW COMPUTATIONS (1) NEUSE RIVER BASIN, N.C. FALLS LAKE AUGUST 1990 ELEVATION,NGVD29 TOTAL CHANGE IN CONTENTS FLOW, CFS ________________ __________________ _________ (2) NORMAL RESERVOIR CONTENTS ACRE - DAY-SEC-FEET (3) WATER DATE LEVEL LEVEL AF FEET STORED DRAWDOWN OUTFLOW SUPPLY INFLOW ____ _____ _________ ________ _____ ______ ________ _______ ______ ______ 251.00 249.83 106289. 1 251.00 249.74 105316. -973. -491. 150. 91. -250 2 251.00 249.70 104883. -433. -218. 150. 73. 5 3 251.00 249.67 104559. -324. -163. 150. 74. 61 4 251.00 249.58 103586. -973. -491. 150. 75. -266 5 251.00 249.53 103045. -541. -273. 150. 66. -57 6 251.00 249.58 103586. 541. 273. 150. 60. 483 7 251.00 249.57 103477. -109. -55. 150. 60. 155 8 251.00 249.55 103261. -216. -109. 150. 59. 100 9 251.00 249.57 103477. 216. 109. 150. 57. 316 10 251.00 249.53 103045. -432. -218. 150. 55. -13 11 251.00 249.49 102612. -433. -218. 150. 53. -15 12 251.00 249.43 101964. -648. -327. 150. 52. -125 13 251.00 249.35 101099. -865. -436. 149. 57. -230 14 251.00 249.36 101207. 108. 54. 149. 65. 268 15 251.00 249.31 100666. -541. -273. 149. 50. -74 16 251.00 249.35 101099. 433. 218. 149. 57. 424 17 251.00 249.41 101747. 648. 327. 149. 60. 536 18 251.00 249.40 101639. -108. -54. 149. 54. 149 19 251.00 249.35 101099. -540. -272. 149. 55. -68 20 251.00 249.30 100558. -541. -273. 149. 57. -67 21 251.00 249.28 100342. -216. -109. 149. 60. 100 22 251.00 249.22 99693. -649. -327. 149. 55. -123 23 251.00 249.57 103477. 3784. 1908. 149. 59. 2116 24 251.00 249.70 104883. 1406. 709. 150. 57. 916 25 251.00 249.66 104451. -432. -218. 150. 62. -6 26 251.00 249.69 104775. 324. 163. 150. 58. 371 27 251.00 249.66 104451. -324. -163. 150. 63. 50 28 251.00 249.63 104126. -325. -164. 150. 64. 50 29 251.00 249.64 104234. 108. 54. 150. 58. 262 30 251.00 249.62 104018. -216. -109. 150. 68. 109 31 251.00 249.56 103369. -649. -327. 150. 66. -111 ____________________________________________________________________________ TOTAL FOR MONTH................ -2920. 3815. -5288. 4639. 1900. 5066. NET CHANGE IN DAY-SECOND-FEET.. -1472. -1473. 1473. AVERAGE FLOW IN C.F.S.......... -48. 150. 61. 163. CHANGE IN CONTENTS FOR MO.(4).. -2920. (1) COMPUTATIONS BASED ON THE DECEMBER 1985 CAPACITY TABLE. (2) BY 24-HOUR CLOCK, TIME IS 2400 OF DAY INDICATED UNLESS OTHERWISE NOTED. AVERAGE FLOW OR CHANGE IN RESERVOIR CONTENTS ARE FOR PERIOD ENDING AT TIME INDICATED. (3) BASED ON PROJECT RECORDS. DOES NOT INCLUDE EVAPORATION LOSSES. ALSO, OUTFLOW DOES NOT INCLUDE RALEIGH WATER SUPPLY WITHDRAWALS (SEE NEXT COLUMN). (4) BASED ON TOTAL CONTENTS AT BEGINNING AND END OF MONTH. 1 RESERVOIR INFLOW COMPUTATIONS (1) NEUSE RIVER BASIN, N.C. FALLS LAKE SEPTEMBER 1990 ELEVATION,NGVD29 TOTAL CHANGE IN CONTENTS FLOW, CFS ________________ __________________ _________ (2) NORMAL RESERVOIR CONTENTS ACRE - DAY-SEC-FEET (3) WATER DATE LEVEL LEVEL AF FEET STORED DRAWDOWN OUTFLOW SUPPLY INFLOW ____ _____ _________ ________ _____ ______ ________ _______ ______ ______ 251.00 249.56 103369. 1 251.00 249.53 103045. -324. -163. 150. 57. 44 2 251.00 249.48 102504. -541. -273. 150. 58. -65 3 251.00 249.44 102072. -432. -218. 150. 61. -7 4 251.00 249.38 101423. -649. -327. 149. 70. -108 5 251.00 249.32 100774. -649. -327. 149. 57. -121 6 251.00 249.28 100342. -432. -218. 149. 66. -3 7 251.00 249.23 99801. -541. -273. 149. 67. -57 8 251.00 249.16 99044. -757. -382. 149. 78. -155 9 251.00 249.15 98936. -108. -54. 149. 63. 158 10 251.00 249.13 98720. -216. -109. 149. 59. 99 11 251.00 249.06 97963. -757. -382. 149. 66. -167 12 251.00 249.01 97422. -541. -273. 149. 61. -63 13 251.00 248.96 96932. -490. -247. 149. 66. -32 14 251.00 248.92 96550. -382. -193. 149. 63. 19 15 251.00 248.87 96072. -478. -241. 149. 66. -26 16 251.00 248.82 95594. -478. -241. 149. 75. -17 17 251.00 248.72 94639. -955. -481. 149. 59. -273 18 251.00 248.64 93874. -765. -386. 148. 69. -169 19 251.00 248.60 93492. -382. -193. 148. 69. 24 20 251.00 248.55 93014. -478. -241. 148. 72. -21 21 251.00 248.48 92345. -669. -337. 148. 70. -119 22 251.00 248.45 92059. -286. -144. 148. 66. 70 23 251.00 248.37 91294. -765. -386. 148. 68. -170 24 251.00 248.31 90721. -573. -289. 148. 72. -69 25 251.00 248.24 90052. -669. -337. 153. 75. -109 26 251.00 248.20 89670. -382. -193. 148. 68. 23 27 251.00 248.13 89001. -669. -337. 148. 68. -121 28 251.00 248.07 88428. -573. -289. 161. 80. -48 29 251.00 247.99 87671. -757. -382. 175. 82. -125 30 251.00 247.94 87231. -440. -222. 175. 75. 28 ____________________________________________________________________________ TOTAL FOR MONTH................-16138. 0. -8138. 4532. 2026. -1580. NET CHANGE IN DAY-SECOND-FEET.. -8136. -8138. 8138. AVERAGE FLOW IN C.F.S.......... -271. 151. 68. -53. CHANGE IN CONTENTS FOR MO.(4)..-16138. (1) COMPUTATIONS BASED ON THE DECEMBER 1985 CAPACITY TABLE. (2) BY 24-HOUR CLOCK, TIME IS 2400 OF DAY INDICATED UNLESS OTHERWISE NOTED. AVERAGE FLOW OR CHANGE IN RESERVOIR CONTENTS ARE FOR PERIOD ENDING AT TIME INDICATED. (3) BASED ON PROJECT RECORDS. DOES NOT INCLUDE EVAPORATION LOSSES. ALSO, OUTFLOW DOES NOT INCLUDE RALEIGH WATER SUPPLY WITHDRAWALS (SEE NEXT COLUMN). (4) BASED ON TOTAL CONTENTS AT BEGINNING AND END OF MONTH. 1 RESERVOIR INFLOW COMPUTATIONS (1) NEUSE RIVER BASIN, N.C. FALLS LAKE OCTOBER 1990 ELEVATION,NGVD29 TOTAL CHANGE IN CONTENTS FLOW, CFS ________________ __________________ _________ (2) NORMAL RESERVOIR CONTENTS ACRE - DAY-SEC-FEET (3) WATER DATE LEVEL LEVEL AF FEET STORED DRAWDOWN OUTFLOW SUPPLY INFLOW ____ _____ _________ ________ _____ ______ ________ _______ ______ ______ 251.00 247.94 87231. 1 250.97 247.89 86792. -439. -221. 175. 64. 18 2 250.94 247.81 86088. -704. -355. 175. 71. -109 3 250.91 247.73 85385. -703. -354. 175. 65. -114 4 250.88 247.74 85473. 88. 44. 175. 86. 305 5 250.85 247.67 84857. -616. -311. 175. 56. -80 6 250.82 247.59 84153. -704. -355. 174. 75. -106 7 250.79 247.52 83538. -615. -310. 174. 67. -69 8 250.76 247.45 82922. -616. -311. 174. 66. -71 9 250.73 247.39 82395. -527. -266. 174. 69. -23 10 250.70 247.25 81164. -1231. -621. 174. 68. -379 11 250.67 247.46 83010. 1846. 931. 174. 64. 1169 12 250.64 247.43 82746. -264. -133. 174. 59. 100 13 250.61 247.59 84153. 1407. 709. 174. 60. 943 14 250.58 247.57 83978. -175. -88. 174. 60. 146 15 250.55 247.53 83626. -352. -177. 174. 60. 57 16 250.52 247.46 83010. -616. -311. 174. 65. -72 17 250.49 247.39 82395. -615. -310. 174. 53. -83 18 250.47 247.40 82483. 88. 44. 174. 68. 286 19 250.44 247.34 81955. -528. -266. 174. 57. -35 20 250.41 247.28 81427. -528. -266. 174. 66. -26 21 250.38 247.22 80900. -527. -266. 174. 63. -29 22 250.35 247.19 80636. -264. -133. 158. 60. 85 23 250.32 248.52 92728. 12092. 6096. 147. 66. 6309 24 250.30 249.24 99909. 7181. 3620. 149. 55. 3824 25 250.27 249.46 102288. 2379. 1199. 149. 62. 1410 26 250.24 249.61 103910. 1622. 818. 150. 56. 1024 27 250.21 249.64 104234. 324. 163. 150. 63. 376 28 250.18 249.66 104451. 217. 105.(5) 150. 55. 310 29 250.16 249.65 104342. -109. -55. 150. 64. 159 30 250.13 249.63 104126. -216. -109. 150. 60. 101 31 250.10 249.61 103910. -216. -109. 150. 58. 99 ____________________________________________________________________________ TOTAL FOR MONTH................ 16679. 13729. -5327. 5162. 1961. 15525. NET CHANGE IN DAY-SECOND-FEET.. 8402. 8402. 8402. AVERAGE FLOW IN C.F.S.......... 271. 167. 63. 501. CHANGE IN CONTENTS FOR MO.(4).. 16679. (1) COMPUTATIONS BASED ON THE DECEMBER 1985 CAPACITY TABLE. (2) BY 24-HOUR CLOCK, TIME IS 2400 OF DAY INDICATED UNLESS OTHERWISE NOTED. AVERAGE FLOW OR CHANGE IN RESERVOIR CONTENTS ARE FOR PERIOD ENDING AT TIME INDICATED. (3) BASED ON PROJECT RECORDS. DOES NOT INCLUDE EVAPORATION LOSSES. ALSO, OUTFLOW DOES NOT INCLUDE RALEIGH WATER SUPPLY WITHDRAWALS (SEE NEXT COLUMN). (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) NEUSE RIVER BASIN, N.C. FALLS LAKE NOVEMBER 1990 ELEVATION,NGVD29 TOTAL CHANGE IN CONTENTS FLOW, CFS ________________ __________________ _________ (2) NORMAL RESERVOIR CONTENTS ACRE - DAY-SEC-FEET (3) WATER DATE LEVEL LEVEL AF FEET STORED DRAWDOWN OUTFLOW SUPPLY INFLOW ____ _____ _________ ________ _____ ______ ________ _______ ______ ______ 250.10 249.61 103910. 1 250.10 249.59 103694. -216. -109. 150. 54. 95 2 250.10 249.56 103369. -325. -164. 150. 66. 52 3 250.10 249.53 103045. -324. -163. 150. 61. 48 4 250.10 249.50 102721. -324. -163. 150. 60. 47 5 250.10 249.43 101964. -757. -382. 150. 58. -174 6 250.10 249.43 101964. 0. 0. 150. 64. 214 7 250.10 249.41 101747. -217. -109. 149. 51. 91 8 250.10 249.36 101207. -540. -272. 149. 64. -59 9 250.10 249.33 100882. -325. -164. 149. 54. 39 10 250.10 249.48 102504. 1622. 818. 149. 54. 1021 11 250.10 249.54 103153. 649. 327. 150. 52. 529 12 250.10 249.58 103586. 433. 218. 150. 58. 426 13 250.10 249.51 102829. -757. -382. 150. 58. -174 14 250.10 249.50 102721. -108. -54. 150. 57. 153 15 250.10 249.48 102504. -217. -109. 150. 57. 98 16 250.10 249.46 102288. -216. -109. 150. 58. 99 17 250.10 249.45 102180. -108. -54. 150. 57. 153 18 250.10 249.40 101639. -541. -273. 149. 54. -70 19 250.10 249.38 101423. -216. -109. 149. 59. 99 20 250.10 249.35 101099. -324. -163. 149. 51. 37 21 250.10 249.32 100774. -325. -164. 149. 59. 44 22 250.10 249.28 100342. -432. -218. 149. 56. -13 23 250.10 249.32 100774. 432. 218. 149. 42. 409 24 250.10 249.25 100017. -757. -382. 149. 49. -184 25 250.10 249.23 99801. -216. -109. 149. 50. 90 26 250.10 249.21 99585. -216. -109. 149. 56. 96 27 250.10 249.19 99368. -217. -109. 149. 59. 99 28 250.10 249.18 99260. -108. -54. 149. 57. 152 29 250.10 249.30 100558. 1298. 654. 149. 55. 858 30 250.10 249.25 100017. -541. -273. 149. 52. -72 ____________________________________________________________________________ TOTAL FOR MONTH................ -3893. 2235. -4197. 4483. 1682. 4203. NET CHANGE IN DAY-SECOND-FEET.. -1963. -1962. 1962. AVERAGE FLOW IN C.F.S.......... -65. 149. 56. 140. CHANGE IN CONTENTS FOR MO.(4).. -3893. (1) COMPUTATIONS BASED ON THE DECEMBER 1985 CAPACITY TABLE. (2) BY 24-HOUR CLOCK, TIME IS 2400 OF DAY INDICATED UNLESS OTHERWISE NOTED. AVERAGE FLOW OR CHANGE IN RESERVOIR CONTENTS ARE FOR PERIOD ENDING AT TIME INDICATED. (3) BASED ON PROJECT RECORDS. DOES NOT INCLUDE EVAPORATION LOSSES. ALSO, OUTFLOW DOES NOT INCLUDE RALEIGH WATER SUPPLY WITHDRAWALS (SEE NEXT COLUMN). (4) BASED ON TOTAL CONTENTS AT BEGINNING AND END OF MONTH. 1 RESERVOIR INFLOW COMPUTATIONS (1) NEUSE RIVER BASIN, N.C. FALLS LAKE DECEMBER 1990 ELEVATION,NGVD29 TOTAL CHANGE IN CONTENTS FLOW, CFS ________________ __________________ _________ (2) NORMAL RESERVOIR CONTENTS ACRE - DAY-SEC-FEET (3) WATER DATE LEVEL LEVEL AF FEET STORED DRAWDOWN OUTFLOW SUPPLY INFLOW ____ _____ _________ ________ _____ ______ ________ _______ ______ ______ 250.10 249.25 100017. 1 250.10 249.27 100234. 217. 109. 149. 56. 314 2 250.10 249.28 100342. 108. 54. 149. 53. 256 3 250.10 249.31 100666. 324. 163. 149. 55. 367 4 250.10 249.59 103694. 3028. 1527. 149. 52. 1728 5 250.10 249.84 106397. 2703. 1363. 150. 54. 1567 6 250.10 249.95 107586. 1189. 599. 150. 56. 805 7 250.10 250.00 108127. 541. 273. 150. 56. 479 8 250.10 250.07 108940. 813. 410. 151. 48. 609 9 250.10 250.13 109636. 696. 351. 151. 51. 553 10 250.10 250.16 109984. 348. 175. 151. 50. 376 11 250.10 250.15 109868. -116. -58. 151. 62. 155 12 250.10 250.16 109984. 116. 58. 151. 55. 264 13 250.10 250.18 110216. 232. 117. 151. 61. 329 14 250.10 250.14 109752. -464. -234. 151. 54. -29 15 250.10 250.18 110216. 464. 234. 151. 45. 430 16 250.10 250.16 109984. -232. -117. 151. 53. 87 17 250.10 250.14 109752. -232. -117. 151. 53. 87 18 250.10 250.22 110681. 929. 468. 151. 57. 676 19 250.10 250.14 109752. -929. -468. 151. 49. -268 20 250.10 250.18 110216. 464. 234. 151. 57. 442 21 250.10 250.36 112306. 2090. 1054. 540. 45. 1639 22 250.10 250.40 112770. 464. 234. 1009. 56. 1299 23 250.10 250.34 112074. -696. -351. 1009. 46. 704 24 250.10 250.26 111145. -929. -468. 1008. 45. 585 25 250.10 250.17 110100. -1045. -527. 782. 40. 295 26 250.10 250.09 109172. -928. -468. 669. 41. 242 27 250.10 250.07 108940. -232. -117. 669. 37. 589 28 250.10 250.06 108823. -117. -59. 669. 49. 659 29 250.10 250.01 108243. -580. -292. 668. 42. 418 30 250.10 250.01 108243. 0. 0. 668. 41. 709 31 250.10 250.34 112074. 3831. 1931. 670. 45. 2646 ____________________________________________________________________________ TOTAL FOR MONTH................ 12057. 9354. -3276. 11370. 1564. 19012. NET CHANGE IN DAY-SECOND-FEET.. 6079. 6078. 6078. AVERAGE FLOW IN C.F.S.......... 196. 367. 50. 613. CHANGE IN CONTENTS FOR MO.(4).. 12057. (1) COMPUTATIONS BASED ON THE DECEMBER 1985 CAPACITY TABLE. (2) BY 24-HOUR CLOCK, TIME IS 2400 OF DAY INDICATED UNLESS OTHERWISE NOTED. AVERAGE FLOW OR CHANGE IN RESERVOIR CONTENTS ARE FOR PERIOD ENDING AT TIME INDICATED. (3) BASED ON PROJECT RECORDS. DOES NOT INCLUDE EVAPORATION LOSSES. ALSO, OUTFLOW DOES NOT INCLUDE RALEIGH WATER SUPPLY WITHDRAWALS (SEE NEXT COLUMN). (4) BASED ON TOTAL CONTENTS AT BEGINNING AND END OF MONTH. 1 RESERVOIR INFLOW COMPUTATIONS (1) NEUSE RIVER BASIN, N.C. FALLS LAKE JANUARY 1991 ELEVATION,NGVD29 TOTAL CHANGE IN CONTENTS FLOW, CFS ________________ __________________ _________ (2) NORMAL RESERVOIR CONTENTS ACRE - DAY-SEC-FEET (3) WATER DATE LEVEL LEVEL AF FEET STORED DRAWDOWN OUTFLOW SUPPLY INFLOW ____ _____ _________ ________ _____ ______ ________ _______ ______ ______ 250.10 250.34 112074. 1 250.10 250.54 114395. 2321. 1170. 671. 48. 1889 2 250.10 250.39 112654. -1741. -878. 1509. 43. 674 3 250.10 250.28 111377. -1277. -644. 1489. 46. 891 4 250.10 250.21 110565. -812. -409. 826. 47. 464 5 250.10 250.20 110449. -116. -58. 496. 51. 489 6 250.10 250.19 110333. -116. -58. 496. 41. 479 7 250.10 250.67 115904. 5571. 2809. 497. 47. 3353 8 250.10 251.74 128918. 13014. 6561. 1303. 47. 7911 9 250.10 251.79 129538. 620. 313. 2687. 48. 3048 10 250.10 251.53 126312. -3226. -1626. 3076. 53. 1503 11 250.10 252.19 134640. 8328. 4199. 2536. 45. 6780 12 250.10 254.13 160813. 26173. 13196. 1543. 42. 14781 13 250.10 254.38 164357. 3544. 1787. 2088. 50. 3925 14 250.10 254.07 159963. -4394. -2215. 3610. 48. 1443 15 250.10 253.63 153906. -6057. -3054. 4000. 49. 995 16 250.10 253.34 149936. -3970. -2002. 3984. 50. 2032 17 250.10 252.95 144625. -5311. -2678. 3972. 47. 1341 18 250.10 252.55 139370. -5255. -2649. 3724. 43. 1118 19 250.10 252.12 133721. -5649. -2848. 3414. 57. 623 20 250.10 252.08 133195. -526. -265. 3198. 50. 2983 21 250.10 251.91 131027. -2168. -1093. 3284. 45. 2236 22 250.10 251.52 126188. -4839. -2440. 3224. 49. 833 23 250.10 251.16 121720. -4468. -2253. 3012. 46. 805 24 250.10 250.84 117878. -3842. -1937. 2551. 52. 666 25 250.10 250.56 114627. -3251. -1639. 2114. 51. 526 26 250.10 250.36 112306. -2321. -1170. 1686. 49. 565 27 250.10 250.20 110449. -1857. -936. 1163. 37. 264 28 250.10 250.15 109868. -581. -293. 849. 46. 602 29 250.10 250.08 109056. -812. -409. 669. 44. 304 30 250.10 250.11 109404. 348. 175. 442. 41. 658 31 250.10 250.12 109520. 116. 58. 324. 41. 423 ____________________________________________________________________________ TOTAL FOR MONTH................ -2554. 30268. -31554. 64437. 1453. 64604. NET CHANGE IN DAY-SECOND-FEET.. -1288. -1286. 1286. AVERAGE FLOW IN C.F.S.......... -41. 2079. 47. 2084. CHANGE IN CONTENTS FOR MO.(4).. -2554. (1) COMPUTATIONS BASED ON THE DECEMBER 1985 CAPACITY TABLE. (2) BY 24-HOUR CLOCK, TIME IS 2400 OF DAY INDICATED UNLESS OTHERWISE NOTED. AVERAGE FLOW OR CHANGE IN RESERVOIR CONTENTS ARE FOR PERIOD ENDING AT TIME INDICATED. (3) BASED ON PROJECT RECORDS. DOES NOT INCLUDE EVAPORATION LOSSES. ALSO, OUTFLOW DOES NOT INCLUDE RALEIGH WATER SUPPLY WITHDRAWALS (SEE NEXT COLUMN). (4) BASED ON TOTAL CONTENTS AT BEGINNING AND END OF MONTH. 1 RESERVOIR INFLOW COMPUTATIONS (1) NEUSE RIVER BASIN, N.C. FALLS LAKE FEBRUARY 1991 ELEVATION,NGVD29 TOTAL CHANGE IN CONTENTS FLOW, CFS ________________ __________________ _________ (2) NORMAL RESERVOIR CONTENTS ACRE - DAY-SEC-FEET (3) WATER DATE LEVEL LEVEL AF FEET STORED DRAWDOWN OUTFLOW SUPPLY INFLOW ____ _____ _________ ________ _____ ______ ________ _______ ______ ______ 250.10 250.12 109520. 1 250.10 250.11 109404. -116. -58. 247. 42. 231 2 250.10 250.13 109636. 232. 117. 208. 44. 369 3 250.10 250.15 109868. 232. 117. 208. 43. 368 4 250.10 250.14 109752. -116. -58. 208. 46. 196 5 250.10 250.13 109636. -116. -58. 208. 43. 193 6 250.10 250.15 109868. 232. 117. 208. 38. 363 7 250.10 250.18 110216. 348. 175. 208. 41. 424 8 250.10 250.25 111029. 813. 410. 208. 45. 663 9 250.10 250.29 111493. 464. 234. 208. 44. 486 10 250.10 250.28 111377. -116. -58. 208. 36. 186 11 250.10 250.27 111261. -116. -58. 377. 44. 363 12 250.10 250.16 109984. -1277. -644. 496. 41. -107 13 250.10 250.17 110100. 116. 58. 336. 40. 434 14 250.10 250.25 111029. 929. 468. 208. 44. 720 15 250.10 250.32 111842. 813. 410. 208. 46. 664 16 250.10 250.18 110216. -1626. -820. 208. 54. -558 17 250.10 250.16 109984. -232. -117. 208. 44. 135 18 250.10 250.21 110565. 581. 293. 208. 44. 545 19 250.10 250.26 111145. 580. 292. 208. 44. 544 20 250.10 250.32 111842. 697. 351. 389. 50. 790 21 250.10 250.30 111609. -233. -117. 497. 40. 420 22 250.10 250.28 111377. -232. -117. 497. 45. 425 23 250.10 250.23 110797. -580. -292. 497. 52. 257 24 250.10 250.19 110333. -464. -234. 496. 29. 291 25 250.10 250.14 109752. -581. -293. 496. 49. 252 26 250.10 250.11 109404. -348. -175. 496. 48. 369 27 250.10 250.10 109288. -116. -58. 346. 40. 328 28 250.10 250.12 109520. 232. 117. 208. 42. 367 ____________________________________________________________________________ TOTAL FOR MONTH................ 0. 3159. -3157. 8498. 1218. 9718. NET CHANGE IN DAY-SECOND-FEET.. 0. 2. 2. AVERAGE FLOW IN C.F.S.......... 0. 304. 44. 347. CHANGE IN CONTENTS FOR MO.(4).. 0. (1) COMPUTATIONS BASED ON THE DECEMBER 1985 CAPACITY TABLE. (2) BY 24-HOUR CLOCK, TIME IS 2400 OF DAY INDICATED UNLESS OTHERWISE NOTED. AVERAGE FLOW OR CHANGE IN RESERVOIR CONTENTS ARE FOR PERIOD ENDING AT TIME INDICATED. (3) BASED ON PROJECT RECORDS. DOES NOT INCLUDE EVAPORATION LOSSES. ALSO, OUTFLOW DOES NOT INCLUDE RALEIGH WATER SUPPLY WITHDRAWALS (SEE NEXT COLUMN). (4) BASED ON TOTAL CONTENTS AT BEGINNING AND END OF MONTH. 1 RESERVOIR INFLOW COMPUTATIONS (1) NEUSE RIVER BASIN, N.C. FALLS LAKE MARCH 1991 ELEVATION,NGVD29 TOTAL CHANGE IN CONTENTS FLOW, CFS ________________ __________________ _________ (2) NORMAL RESERVOIR CONTENTS ACRE - DAY-SEC-FEET (3) WATER DATE LEVEL LEVEL AF FEET STORED DRAWDOWN OUTFLOW SUPPLY INFLOW ____ _____ _________ ________ _____ ______ ________ _______ ______ ______ 250.10 250.12 109520. 1 250.10 250.09 109172. -348. -175. 208. 40. 73 2 250.10 250.28 111377. 2205. 1112. 208. 48. 1368 3 250.10 250.85 117994. 6617. 3336. 209. 38. 3583 4 250.10 251.83 130034. 12040. 6070. 1327. 40. 7437 5 250.10 251.63 127553. -2481. -1251. 2855. 42. 1646 6 250.10 251.28 123210. -4343. -2190. 3070. 39. 919 7 250.10 250.95 119155. -4055. -2044. 3058. 46. 1060 8 250.10 250.66 115788. -3367. -1698. 2407. 47. 756 9 250.10 250.57 114744. -1044. -526. 943. 54. 471 10 250.10 250.59 114976. 232. 117. 673. 44. 834 11 250.10 250.46 113467. -1509. -761. 874. 47. 160 12 250.10 250.30 111609. -1858. -937. 1009. 49. 121 13 250.10 250.28 111377. -232. -117. 1008. 50. 941 14 250.10 250.34 112074. 697. 351. 1008. 54. 1413 15 250.10 250.31 111725. -349. -176. 1008. 44. 876 16 250.10 250.28 111377. -348. -175. 804. 56. 685 17 250.10 250.19 110333. -1044. -526. 670. 47. 191 18 250.10 250.59 114976. 4643. 2341. 795. 46. 3182 19 250.10 250.71 116369. 1393. 702. 1701. 52. 2455 20 250.10 250.51 114047. -2322. -1171. 2112. 51. 992 21 250.10 250.24 110913. -3134. -1580. 2108. 52. 580 22 250.10 250.17 110100. -813. -410. 1105. 50. 745 23 250.10 250.25 111029. 929. 468. 325. 53. 846 24 250.10 250.29 111493. 464. 234. 325. 54. 613 25 250.10 250.28 111377. -116. -58. 541. 40. 523 26 250.10 250.20 110449. -928. -468. 670. 55. 257 27 250.10 250.14 109752. -697. -351. 670. 57. 376 28 250.10 250.11 109404. -348. -175. 504. 64. 393 29 250.10 250.76 116949. 7545. 3804. 325. 46. 4175 30 250.10 252.50 138713. 21764. 10973. 995. 47. 12015 31 250.10 252.66 140815. 2102. 1060. 2788. 42. 3890 ____________________________________________________________________________ TOTAL FOR MONTH................ 31295. 30568. -14789. 36303. 1494. 53576. NET CHANGE IN DAY-SECOND-FEET.. 15778. 15779. 15779. AVERAGE FLOW IN C.F.S.......... 509. 1171. 48. 1728. CHANGE IN CONTENTS FOR MO.(4).. 31295. (1) COMPUTATIONS BASED ON THE DECEMBER 1985 CAPACITY TABLE. (2) BY 24-HOUR CLOCK, TIME IS 2400 OF DAY INDICATED UNLESS OTHERWISE NOTED. AVERAGE FLOW OR CHANGE IN RESERVOIR CONTENTS ARE FOR PERIOD ENDING AT TIME INDICATED. (3) BASED ON PROJECT RECORDS. DOES NOT INCLUDE EVAPORATION LOSSES. ALSO, OUTFLOW DOES NOT INCLUDE RALEIGH WATER SUPPLY WITHDRAWALS (SEE NEXT COLUMN). (4) BASED ON TOTAL CONTENTS AT BEGINNING AND END OF MONTH. 1 RESERVOIR INFLOW COMPUTATIONS (1) NEUSE RIVER BASIN, N.C. FALLS LAKE APRIL 1991 ELEVATION,NGVD29 TOTAL CHANGE IN CONTENTS FLOW, CFS ________________ __________________ _________ (2) NORMAL RESERVOIR CONTENTS ACRE - DAY-SEC-FEET (3) WATER DATE LEVEL LEVEL AF FEET STORED DRAWDOWN OUTFLOW SUPPLY INFLOW ____ _____ _________ ________ _____ ______ ________ _______ ______ ______ 250.10 252.66 140815. 1 250.13 252.33 136480. -4335. -2186. 3108. 48. 970 2 250.16 251.79 129538. -6942. -3500. 3804. 47. 351 3 250.19 251.21 122341. -7197. -3628. 3958. 57. 387 4 250.22 250.76 116949. -5392. -2718. 3331. 56. 669 5 250.25 250.52 114163. -2786. -1405. 2064. 52. 711 6 250.28 250.45 113351. -812. -409. 937. 55. 583 7 250.31 250.39 112654. -697.(5) -367. 671. 53. 357 8 250.34 250.36 112306. -348. -175. 505. 54. 384 9 250.37 250.43 113118. 812. 409. 325. 57. 791 10 250.40 250.36 112306. -812. -409. 325. 57. -27 11 250.43 250.32 111842. -464. -234. 216. 70. 52 12 250.46 250.26 111145. -697. -351. 151. 55. -145 13 250.49 250.36 112306. 1161. 585. 151. 61. 797 14 250.52 250.36 112306. 0. 0. 151. 46. 197 15 250.55 250.44 113235. 929. 468. 151. 45. 664 16 250.58 250.53 114279. 1044. 526. 151. 58. 735 17 250.61 250.59 114976. 697. 351. 151. 58. 560 18 250.64 250.56 114627. -349. -176. 151. 65. 40 19 250.67 250.64 115556. 929. 468. 151. 53. 672 20 250.70 250.79 117297. 1741. 878. 151. 50. 1079 21 250.73 250.96 119271. 1974. 995. 152. 50. 1197 22 250.76 251.09 120852. 1581. 797. 458. 57. 1312 23 250.79 251.04 120231. -621. -313. 676. 55. 418 24 250.82 250.97 119387. -844. -426. 675. 55. 304 25 250.85 250.92 118806. -581. -293. 465. 54. 226 26 250.88 250.89 118458. -348. -175. 327. 56. 208 27 250.91 250.85 117994. -464. -234. 327. 57. 150 28 250.94 250.83 117762. -232. -117. 327. 60. 270 29 250.97 250.80 117413. -349. -176. 327. 52. 203 30 251.00 251.03 120107. 2694. 1358. 327. 64. 1749 ____________________________________________________________________________ TOTAL FOR MONTH................-20708. 6835. -17292. 24664. 1657. 15864. NET CHANGE IN DAY-SECOND-FEET..-10457. -10457. 10457. AVERAGE FLOW IN C.F.S.......... -349. 822. 55. 529. CHANGE IN CONTENTS FOR MO.(4)..-20708. (1) COMPUTATIONS BASED ON THE DECEMBER 1985 CAPACITY TABLE. (2) BY 24-HOUR CLOCK, TIME IS 2400 OF DAY INDICATED UNLESS OTHERWISE NOTED. AVERAGE FLOW OR CHANGE IN RESERVOIR CONTENTS ARE FOR PERIOD ENDING AT TIME INDICATED. (3) BASED ON PROJECT RECORDS. DOES NOT INCLUDE EVAPORATION LOSSES. ALSO, OUTFLOW DOES NOT INCLUDE RALEIGH WATER SUPPLY WITHDRAWALS (SEE NEXT COLUMN). (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) NEUSE RIVER BASIN, N.C. FALLS LAKE MAY 1991 ELEVATION,NGVD29 TOTAL CHANGE IN CONTENTS FLOW, CFS ________________ __________________ _________ (2) NORMAL RESERVOIR CONTENTS ACRE - DAY-SEC-FEET (3) WATER DATE LEVEL LEVEL AF FEET STORED DRAWDOWN OUTFLOW SUPPLY INFLOW ____ _____ _________ ________ _____ ______ ________ _______ ______ ______ 251.00 251.03 120107. 1 251.00 251.08 120728. 621. 313. 328. 53. 694 2 251.00 251.08 120728. 0. 0. 328. 67. 395 3 251.00 251.04 120231. -497. -251. 328. 58. 135 4 251.00 250.98 119503. -728. -367. 327. 69. 29 5 251.00 250.94 119039. -464. -234. 327. 63. 156 6 251.00 250.92 118806. -233. -117. 327. 47. 257 7 251.00 250.93 118922. 116. 58. 217. 57. 332 8 251.00 250.90 118574. -348. -175. 152. 63. 40 9 251.00 250.87 118226. -348. -175. 152. 66. 43 10 251.00 250.86 118110. -116. -58. 152. 64. 158 11 251.00 250.83 117762. -348. -175. 152. 74. 51 12 251.00 250.80 117413. -349. -176. 152. 67. 43 13 251.00 250.77 117065. -348. -175. 152. 61. 38 14 251.00 250.74 116717. -348. -175. 152. 78. 55 15 251.00 250.72 116485. -232. -117. 151. 60. 94 16 251.00 250.70 116253. -232. -117. 151. 68. 102 17 251.00 250.66 115788. -465. -234. 151. 83. 0 18 251.00 250.63 115440. -348. -175. 151. 78. 54 19 251.00 250.74 116717. 1277. 644. 151. 56. 851 20 251.00 250.87 118226. 1509. 761. 152. 58. 971 21 251.00 250.96 119271. 1045. 527. 152. 58. 737 22 251.00 250.98 119503. 232. 117. 152. 55. 324 23 251.00 250.97 119387. -116. -58. 152. 66. 160 24 251.00 250.95 119155. -232. -117. 152. 57. 92 25 251.00 250.94 119039. -116. -58. 152. 65. 159 26 251.00 250.88 118342. -697. -351. 152. 64. -135 27 251.00 250.89 118458. 116. 58. 152. 66. 276 28 251.00 250.90 118574. 116. 58. 152. 60. 270 29 251.00 250.90 118574. 0. 0. 152. 59. 211 30 251.00 250.88 118342. -232. -117. 152. 66. 101 31 251.00 250.86 118110. -232. -117. 152. 76. 111 ____________________________________________________________________________ TOTAL FOR MONTH................ -1997. 2536. -3539. 5825. 1982. 6804. NET CHANGE IN DAY-SECOND-FEET.. -1007. -1003. 1003. AVERAGE FLOW IN C.F.S.......... -32. 188. 64. 219. CHANGE IN CONTENTS FOR MO.(4).. -1997. (1) COMPUTATIONS BASED ON THE DECEMBER 1985 CAPACITY TABLE. (2) BY 24-HOUR CLOCK, TIME IS 2400 OF DAY INDICATED UNLESS OTHERWISE NOTED. AVERAGE FLOW OR CHANGE IN RESERVOIR CONTENTS ARE FOR PERIOD ENDING AT TIME INDICATED. (3) BASED ON PROJECT RECORDS. DOES NOT INCLUDE EVAPORATION LOSSES. ALSO, OUTFLOW DOES NOT INCLUDE RALEIGH WATER SUPPLY WITHDRAWALS (SEE NEXT COLUMN). (4) BASED ON TOTAL CONTENTS AT BEGINNING AND END OF MONTH. 1 RESERVOIR INFLOW COMPUTATIONS (1) NEUSE RIVER BASIN, N.C. FALLS LAKE JUNE 1991 ELEVATION,NGVD29 TOTAL CHANGE IN CONTENTS FLOW, CFS ________________ __________________ _________ (2) NORMAL RESERVOIR CONTENTS ACRE - DAY-SEC-FEET (3) WATER DATE LEVEL LEVEL AF FEET STORED DRAWDOWN OUTFLOW SUPPLY INFLOW ____ _____ _________ ________ _____ ______ ________ _______ ______ ______ 251.00 250.86 118110. 1 251.00 250.83 117762. -348. -175. 152. 71. 48 2 251.00 250.88 118342. 580. 292. 152. 66. 510 3 251.00 250.90 118574. 232. 117. 152. 63. 332 4 251.00 250.86 118110. -464. -234. 152. 62. -20 5 251.00 250.80 117413. -697. -351. 152. 67. -132 6 251.00 250.74 116717. -696. -351. 152. 72. -127 7 251.00 250.70 116253. -464. -234. 151. 75. -8 8 251.00 250.68 116020. -233. -117. 151. 67. 101 9 251.00 250.63 115440. -580. -292. 189. 73. -30 10 251.00 250.57 114744. -696. -351. 209. 71. -71 11 251.00 250.53 114279. -465. -234. 198. 76. 40 12 251.00 250.50 113931. -348. -175. 180. 68. 73 13 251.00 250.45 113351. -580. -292. 180. 70. -42 14 251.00 250.40 112770. -581. -293. 179. 84. -30 15 251.00 250.37 112422. -348. -175. 179. 84. 88 16 251.00 250.34 112074. -348. -175. 179. 75. 79 17 251.00 250.35 112190. 116. 58. 179. 61. 298 18 251.00 250.35 112190. 0. 0. 159. 70. 229 19 251.00 250.41 112886. 696. 351. 151. 60. 562 20 251.00 250.39 112654. -232. -117. 151. 59. 93 21 251.00 250.35 112190. -464. -234. 151. 63. -20 22 251.00 250.32 111842. -348. -175. 151. 60. 36 23 251.00 250.28 111377. -465. -234. 151. 53. -30 24 251.00 250.22 110681. -696. -351. 151. 55. -145 25 251.00 250.17 110100. -581. -293. 151. 64. -78 26 251.00 250.14 109752. -348. -175. 151. 67. 43 27 251.00 250.10 109288. -464. -234. 151. 69. -14 28 251.00 250.07 108940. -348. -175. 132. 72. 29 29 251.00 250.03 108475. -465. -234. 123. 80. -31 30 251.00 250.01 108243. -232. -117. 123. 64. 70 ____________________________________________________________________________ TOTAL FOR MONTH................ -9867. 818. -5788. 4782. 2041. 1853. NET CHANGE IN DAY-SECOND-FEET.. -4975. -4970. 4970. AVERAGE FLOW IN C.F.S.......... -166. 159. 68. 62. CHANGE IN CONTENTS FOR MO.(4).. -9867. (1) COMPUTATIONS BASED ON THE DECEMBER 1985 CAPACITY TABLE. (2) BY 24-HOUR CLOCK, TIME IS 2400 OF DAY INDICATED UNLESS OTHERWISE NOTED. AVERAGE FLOW OR CHANGE IN RESERVOIR CONTENTS ARE FOR PERIOD ENDING AT TIME INDICATED. (3) BASED ON PROJECT RECORDS. DOES NOT INCLUDE EVAPORATION LOSSES. ALSO, OUTFLOW DOES NOT INCLUDE RALEIGH WATER SUPPLY WITHDRAWALS (SEE NEXT COLUMN). (4) BASED ON TOTAL CONTENTS AT BEGINNING AND END OF MONTH. 1 RESERVOIR INFLOW COMPUTATIONS (1) NEUSE RIVER BASIN, N.C. FALLS LAKE JULY 1991 ELEVATION,NGVD29 TOTAL CHANGE IN CONTENTS FLOW, CFS ________________ __________________ _________ (2) NORMAL RESERVOIR CONTENTS ACRE - DAY-SEC-FEET (3) WATER DATE LEVEL LEVEL AF FEET STORED DRAWDOWN OUTFLOW SUPPLY INFLOW ____ _____ _________ ________ _____ ______ ________ _______ ______ ______ 251.00 250.01 108243. 1 251.00 249.97 107803. -440. -222. 139. 66. -17 2 251.00 249.95 107586. -217. -109. 150. 74. 115 3 251.00 249.96 107694. 108. 54. 150. 67. 271 4 251.00 249.93 107370. -324. -163. 150. 66. 53 5 251.00 249.90 107046. -324. -163. 150. 56. 43 6 251.00 249.86 106613. -433. -218. 150. 59. -9 7 251.00 249.81 106073. -540. -272. 150. 62. -60 8 251.00 249.76 105532. -541. -273. 150. 68. -55 9 251.00 249.68 104667. -865. -436. 150. 74. -212 10 251.00 249.73 105207. 540. 272. 150. 65. 487 11 251.00 249.73 105207. 0. 0. 150. 70. 220 12 251.00 249.65 104342. -865. -436. 150. 64. -222 13 251.00 249.62 104018. -324. -163. 150. 67. 54 14 251.00 249.54 103153. -865. -436. 150. 67. -219 15 251.00 249.47 102396. -757. -382. 150. 73. -159 16 251.00 249.43 101964. -432. -218. 150. 70. 2 17 251.00 249.38 101423. -541. -273. 149. 70. -54 18 251.00 249.42 101855. 432. 218. 149. 72. 439 19 251.00 249.39 101531. -324. -163. 149. 61. 47 20 251.00 249.36 101207. -324. -163. 149. 64. 50 21 251.00 249.33 100882. -325. -164. 149. 66. 51 22 251.00 249.26 100125. -757. -382. 149. 64. -169 23 251.00 249.20 99477. -648. -327. 149. 74. -104 24 251.00 249.13 98720. -757. -382. 149. 71. -162 25 251.00 249.08 98179. -541. -273. 149. 87. -37 26 251.00 249.05 97855. -324. -163. 149. 69. 55 27 251.00 249.07 98071. 216. 109. 149. 59. 317 28 251.00 249.07 98071. 0. 0. 149. 65. 214 29 251.00 249.03 97638. -433. -218. 149. 55. -14 30 251.00 249.05 97855. 217. 109. 149. 65. 323 31 251.00 249.12 98612. 757. 382. 149. 65. 596 ____________________________________________________________________________ TOTAL FOR MONTH................ -9631. 1144. -5999. 4624. 2075. 1844. NET CHANGE IN DAY-SECOND-FEET.. -4856. -4855. 4855. AVERAGE FLOW IN C.F.S.......... -157. 149. 67. 59. CHANGE IN CONTENTS FOR MO.(4).. -9631. (1) COMPUTATIONS BASED ON THE DECEMBER 1985 CAPACITY TABLE. (2) BY 24-HOUR CLOCK, TIME IS 2400 OF DAY INDICATED UNLESS OTHERWISE NOTED. AVERAGE FLOW OR CHANGE IN RESERVOIR CONTENTS ARE FOR PERIOD ENDING AT TIME INDICATED. (3) BASED ON PROJECT RECORDS. DOES NOT INCLUDE EVAPORATION LOSSES. ALSO, OUTFLOW DOES NOT INCLUDE RALEIGH WATER SUPPLY WITHDRAWALS (SEE NEXT COLUMN). (4) BASED ON TOTAL CONTENTS AT BEGINNING AND END OF MONTH. 1 RESERVOIR INFLOW COMPUTATIONS (1) NEUSE RIVER BASIN, N.C. FALLS LAKE AUGUST 1991 ELEVATION,NGVD29 TOTAL CHANGE IN CONTENTS FLOW, CFS ________________ __________________ _________ (2) NORMAL RESERVOIR CONTENTS ACRE - DAY-SEC-FEET (3) WATER DATE LEVEL LEVEL AF FEET STORED DRAWDOWN OUTFLOW SUPPLY INFLOW ____ _____ _________ ________ _____ ______ ________ _______ ______ ______ 251.00 249.12 98612. 1 251.00 249.07 98071. -541. -273. 149. 64. -60 2 251.00 249.02 97530. -541. -273. 149. 63. -61 3 251.00 248.99 97218. -312. -157. 149. 65. 57 4 251.00 248.92 96550. -668. -337. 149. 60. -128 5 251.00 248.87 96072. -478. -241. 149. 68. -24 6 251.00 248.85 95881. -191. -96. 149. 66. 119 7 251.00 248.82 95594. -287. -145. 149. 63. 67 8 251.00 248.74 94830. -764. -385. 149. 62. -174 9 251.00 248.70 94448. -382. -193. 148. 73. 28 10 251.00 248.67 94161. -287. -145. 148. 61. 64 11 251.00 248.60 93492. -669. -337. 148. 64. -125 12 251.00 248.57 93205. -287. -145. 148. 60. 63 13 251.00 248.51 92632. -573. -289. 148. 65. -76 14 251.00 248.60 93492. 860. 434. 148. 63. 645 15 251.00 248.59 93396. -96. -48. 148. 60. 160 16 251.00 248.54 92919. -477. -240. 148. 64. -28 17 251.00 248.49 92441. -478. -241. 148. 67. -26 18 251.00 248.45 92059. -382. -193. 148. 62. 17 19 251.00 248.41 91677. -382. -193. 148. 62. 17 20 251.00 248.40 91581. -96. -48. 148. 66. 166 21 251.00 248.32 90817. -764. -385. 139. 67. -179 22 251.00 248.28 90434. -383. -193. 121. 67. -5 23 251.00 248.24 90052. -382. -193. 120. 66. -7 24 251.00 248.20 89670. -382. -193. 120. 73. 0 25 251.00 248.12 88906. -764. -385. 120. 59. -206 26 251.00 248.10 88715. -191. -96. 120. 61. 85 27 251.00 248.12 88906. 191. 96. 120. 61. 277 28 251.00 248.13 89001. 95. 48. 120. 59. 227 29 251.00 248.08 88523. -478. -241. 120. 64. -57 30 251.00 248.03 88046. -477. -240. 120. 62. -58 31 251.00 247.99 87671. -375. -189. 120. 60. -9 ____________________________________________________________________________ TOTAL FOR MONTH................-10941. 578. -6094. 4308. 1977. 769. NET CHANGE IN DAY-SECOND-FEET.. -5516. -5516. 5516. AVERAGE FLOW IN C.F.S.......... -178. 139. 64. 25. CHANGE IN CONTENTS FOR MO.(4)..-10941. (1) COMPUTATIONS BASED ON THE DECEMBER 1985 CAPACITY TABLE. (2) BY 24-HOUR CLOCK, TIME IS 2400 OF DAY INDICATED UNLESS OTHERWISE NOTED. AVERAGE FLOW OR CHANGE IN RESERVOIR CONTENTS ARE FOR PERIOD ENDING AT TIME INDICATED. (3) BASED ON PROJECT RECORDS. DOES NOT INCLUDE EVAPORATION LOSSES. ALSO, OUTFLOW DOES NOT INCLUDE RALEIGH WATER SUPPLY WITHDRAWALS (SEE NEXT COLUMN). (4) BASED ON TOTAL CONTENTS AT BEGINNING AND END OF MONTH. 1 RESERVOIR INFLOW COMPUTATIONS (1) NEUSE RIVER BASIN, N.C. FALLS LAKE SEPTEMBER 1991 ELEVATION,NGVD29 TOTAL CHANGE IN CONTENTS FLOW, CFS ________________ __________________ _________ (2) NORMAL RESERVOIR CONTENTS ACRE - DAY-SEC-FEET (3) WATER DATE LEVEL LEVEL AF FEET STORED DRAWDOWN OUTFLOW SUPPLY INFLOW ____ _____ _________ ________ _____ ______ ________ _______ ______ ______ 251.00 247.99 87671. 1 251.00 247.93 87143. -528. -266. 120. 56. -90 2 251.00 247.86 86528. -615. -310. 120. 57. -133 3 251.00 247.82 86176. -352. -177. 120. 62. 5 4 251.00 247.77 85736. -440. -222. 120. 68. -34 5 251.00 247.72 85297. -439. -221. 120. 59. -42 6 251.00 247.68 84945. -352. -177. 120. 69. 12 7 251.00 247.62 84417. -528. -266. 120. 67. -79 8 251.00 247.56 83890. -527. -266. 120. 70. -76 9 251.00 247.51 83450. -440. -222. 138. 65. -19 10 251.00 247.45 82922. -528. -266. 147. 68. -51 11 251.00 247.39 82395. -527. -266. 146. 62. -58 12 251.00 247.33 81867. -528. -266. 146. 69. -51 13 251.00 247.25 81164. -703. -354. 146. 77. -131 14 251.00 247.18 80548. -616. -311. 146. 91. -74 15 251.00 247.13 80108. -440. -222. 146. 86. 10 16 251.00 247.05 79405. -703. -354. 146. 65. -143 17 251.00 246.99 78885. -520. -262. 146. 68. -48 18 251.00 246.92 78324. -561. -283. 146. 79. -58 19 251.00 246.98 78805. 481. 243. 146. 87. 476 20 251.00 247.06 79493. 688. 347. 146. 70. 563 21 251.00 247.00 78965. -528. -266. 146. 65. -55 22 251.00 246.94 78484. -481. -243. 146. 63. -34 23 251.00 246.90 78164. -320. -161. 146. 68. 53 24 251.00 247.09 79756. 1592. 803. 146. 61. 1010 25 251.00 247.49 83274. 3518. 1774. 146. 53. 1973 26 251.00 247.77 85736. 2462. 1241. 127. 60. 1428 27 251.00 247.74 85473. -263. -133. 120. 62. 49 28 251.00 247.69 85033. -440. -222. 147. 64. -11 29 251.00 247.64 84593. -440. -222. 147. 65. -10 30 251.00 247.59 84153. -440. -222. 147. 71. -4 ____________________________________________________________________________ TOTAL FOR MONTH................ -3518. 4408. -6180. 4123. 2027. 4378. NET CHANGE IN DAY-SECOND-FEET.. -1774. -1772. 1772. AVERAGE FLOW IN C.F.S.......... -59. 137. 68. 146. CHANGE IN CONTENTS FOR MO.(4).. -3518. (1) COMPUTATIONS BASED ON THE DECEMBER 1985 CAPACITY TABLE. (2) BY 24-HOUR CLOCK, TIME IS 2400 OF DAY INDICATED UNLESS OTHERWISE NOTED. AVERAGE FLOW OR CHANGE IN RESERVOIR CONTENTS ARE FOR PERIOD ENDING AT TIME INDICATED. (3) BASED ON PROJECT RECORDS. DOES NOT INCLUDE EVAPORATION LOSSES. ALSO, OUTFLOW DOES NOT INCLUDE RALEIGH WATER SUPPLY WITHDRAWALS (SEE NEXT COLUMN). (4) BASED ON TOTAL CONTENTS AT BEGINNING AND END OF MONTH. 1 RESERVOIR INFLOW COMPUTATIONS (1) NEUSE RIVER BASIN, N.C. FALLS LAKE OCTOBER 1991 ELEVATION,NGVD29 TOTAL CHANGE IN CONTENTS FLOW, CFS ________________ __________________ _________ (2) NORMAL RESERVOIR CONTENTS ACRE - DAY-SEC-FEET (3) WATER DATE LEVEL LEVEL AF FEET STORED DRAWDOWN OUTFLOW SUPPLY INFLOW ____ _____ _________ ________ _____ ______ ________ _______ ______ ______ 251.00 247.59 84153. 1 250.97 247.53 83626. -527. -266. 147. 66. -53 2 250.94 247.57 83978. 352. 177. 147. 58. 382 3 250.91 247.54 83714. -264. -133. 147. 65. 79 4 250.88 247.49 83274. -440. -222. 147. 62. -13 5 250.85 247.46 83010. -264. -133. 147. 68. 82 6 250.82 247.39 82395. -615. -310. 147. 62. -101 7 250.79 247.33 81867. -528. -266. 146. 63. -57 8 250.76 247.26 81251. -616. -311. 146. 68. -97 9 250.73 247.23 80988. -263. -133. 146. 63. 76 10 250.70 247.18 80548. -440. -222. 146. 65. -11 11 250.67 247.13 80108. -440. -222. 146. 67. -9 12 250.64 247.06 79493. -615. -310. 146. 74. -90 13 250.61 247.01 79053. -440. -222. 146. 64. -12 14 250.58 246.93 78404. -649. -327. 146. 59. -122 15 250.55 246.93 78404. 0. 0. 146. 63. 209 16 250.52 246.96 78645. 241. 122. 146. 53. 321 17 250.49 246.92 78324. -321. -162. 146. 58. 42 18 250.47 246.88 78004. -320. -161. 146. 61. 46 19 250.44 246.79 77282. -722. -364. 146. 67. -151 20 250.41 246.77 77122. -160. -81. 145. 58. 122 21 250.38 246.71 76642. -480. -242. 145. 52. -45 22 250.35 246.67 76321. -321. -162. 153. 67. 58 23 250.32 246.62 75920. -401. -202. 145. 66. 9 24 250.30 246.57 75520. -400. -202. 145. 65. 8 25 250.27 246.53 75199. -321. -162. 145. 67. 50 26 250.24 246.46 74639. -560. -282. 145. 71. -66 27 250.21 246.42 74318. -321.(5) -155. 145. 67. 57 28 250.18 246.36 73837. -481. -243. 145. 67. -31 29 250.16 246.28 73196. -641. -323. 145. 65. -113 30 250.13 246.22 72716. -480. -242. 145. 54. -43 31 250.10 246.18 72395. -321. -162. 113. 66. 17 ____________________________________________________________________________ TOTAL FOR MONTH................-11758. 299. -6222. 4496. 1971. 544. NET CHANGE IN DAY-SECOND-FEET.. -5923. -5923. 5923. AVERAGE FLOW IN C.F.S.......... -191. 145. 64. 18. CHANGE IN CONTENTS FOR MO.(4)..-11758. (1) COMPUTATIONS BASED ON THE DECEMBER 1985 CAPACITY TABLE. (2) BY 24-HOUR CLOCK, TIME IS 2400 OF DAY INDICATED UNLESS OTHERWISE NOTED. AVERAGE FLOW OR CHANGE IN RESERVOIR CONTENTS ARE FOR PERIOD ENDING AT TIME INDICATED. (3) BASED ON PROJECT RECORDS. DOES NOT INCLUDE EVAPORATION LOSSES. ALSO, OUTFLOW DOES NOT INCLUDE RALEIGH WATER SUPPLY WITHDRAWALS (SEE NEXT COLUMN). (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) NEUSE RIVER BASIN, N.C. FALLS LAKE NOVEMBER 1991 ELEVATION,NGVD29 TOTAL CHANGE IN CONTENTS FLOW, CFS ________________ __________________ _________ (2) NORMAL RESERVOIR CONTENTS ACRE - DAY-SEC-FEET (3) WATER DATE LEVEL LEVEL AF FEET STORED DRAWDOWN OUTFLOW SUPPLY INFLOW ____ _____ _________ ________ _____ ______ ________ _______ ______ ______ 250.10 246.18 72395. 1 250.10 246.13 71995. -400. -202. 92. 62. -48 2 250.10 246.10 71754. -241. -122. 92. 71. 41 3 250.10 246.05 71354. -400. -202. 92. 55. -55 4 250.10 246.01 71033. -321. -162. 92. 60. -10 5 250.10 245.95 70586. -447. -225. 92. 59. -74 6 250.10 245.92 70366. -220. -111. 92. 56. 37 7 250.10 245.88 70072. -294. -148. 92. 57. 1 8 250.10 245.86 69926. -146. -74. 92. 57. 75 9 250.10 245.89 70146. 220. 111. 92. 62. 265 10 250.10 245.88 70072. -74. -37. 92. 56. 111 11 250.10 245.83 69705. -367. -185. 92. 57. -36 12 250.10 245.86 69926. 221. 111. 80. 56. 247 13 250.10 245.83 69705. -221. -111. 58. 53. 0 14 250.10 245.81 69559. -146. -74. 58. 60. 44 15 250.10 245.81 69559. 0. 0. 58. 55. 113 16 250.10 245.76 69192. -367. -185. 58. 55. -72 17 250.10 245.74 69045. -147. -74. 58. 57. 41 18 250.10 245.71 68825. -220. -111. 58. 59. 6 19 250.10 245.69 68678. -147. -74. 58. 59. 43 20 250.10 245.67 68531. -147. -74. 58. 57. 41 21 250.10 245.64 68311. -220. -111. 62. 58. 9 22 250.10 245.66 68458. 147. 74. 49. 58. 181 23 250.10 245.62 68164. -294. -148. 62. 58. -28 24 250.10 245.58 67871. -293. -148. 56. 58. -34 25 250.10 245.57 67797. -74. -37. 56. 58. 77 26 250.10 245.54 67577. -220. -111. 57. 58. 4 27 250.10 245.51 67357. -220. -111. 53. 58. 0 28 250.10 245.49 67210. -147. -74. 50. 58. 34 29 250.10 245.47 67063. -147. -74. 58. 51. 35 30 250.10 245.45 66917. -146. -74. 58. 53. 37 ____________________________________________________________________________ TOTAL FOR MONTH................ -5478. 296. -3059. 2117. 1731. 1085. NET CHANGE IN DAY-SECOND-FEET.. -2762. -2763. 2763. AVERAGE FLOW IN C.F.S.......... -92. 71. 58. 36. CHANGE IN CONTENTS FOR MO.(4).. -5478. (1) COMPUTATIONS BASED ON THE DECEMBER 1985 CAPACITY TABLE. (2) BY 24-HOUR CLOCK, TIME IS 2400 OF DAY INDICATED UNLESS OTHERWISE NOTED. AVERAGE FLOW OR CHANGE IN RESERVOIR CONTENTS ARE FOR PERIOD ENDING AT TIME INDICATED. (3) BASED ON PROJECT RECORDS. DOES NOT INCLUDE EVAPORATION LOSSES. ALSO, OUTFLOW DOES NOT INCLUDE RALEIGH WATER SUPPLY WITHDRAWALS (SEE NEXT COLUMN). (4) BASED ON TOTAL CONTENTS AT BEGINNING AND END OF MONTH. 1 RESERVOIR INFLOW COMPUTATIONS (1) NEUSE RIVER BASIN, N.C. FALLS LAKE DECEMBER 1991 ELEVATION,NGVD29 TOTAL CHANGE IN CONTENTS FLOW, CFS ________________ __________________ _________ (2) NORMAL RESERVOIR CONTENTS ACRE - DAY-SEC-FEET (3) WATER DATE LEVEL LEVEL AF FEET STORED DRAWDOWN OUTFLOW SUPPLY INFLOW ____ _____ _________ ________ _____ ______ ________ _______ ______ ______ 250.10 245.45 66917. 1 250.10 245.43 66770. -147. -74. 58. 49. 33 2 250.10 245.42 66696. -74. -37. 58. 55. 76 3 250.10 245.51 67357. 661. 333. 58. 59. 450 4 250.10 245.46 66990. -367. -185. 58. 59. -68 5 250.10 245.42 66696. -294. -148. 58. 52. -38 6 250.10 245.40 66550. -146. -74. 58. 49. 33 7 250.10 245.39 66476. -74. -37. 58. 57. 78 8 250.10 245.37 66329. -147. -74. 58. 54. 38 9 250.10 245.40 66550. 221. 111. 58. 53. 222 10 250.10 245.45 66917. 367. 185. 58. 57. 300 11 250.10 245.33 66036. -881. -444. 58. 51. -335 12 250.10 245.31 65889. -147. -74. 58. 49. 33 13 250.10 245.28 65669. -220. -111. 58. 61. 8 14 250.10 245.35 66183. 514. 259. 58. 55. 372 15 250.10 245.22 65229. -954. -481. 58. 48. -375 16 250.10 245.18 64935. -294. -148. 58. 55. -35 17 250.10 245.17 64862. -73. -37. 58. 54. 75 18 250.10 245.18 64935. 73. 37. 58. 49. 144 19 250.10 245.11 64421. -514. -259. 58. 44. -157 20 250.10 245.09 64275. -146. -74. 58. 62. 46 21 250.10 245.08 64201. -74. -37. 58. 46. 67 22 250.10 245.04 63908. -293. -148. 58. 58. -32 23 250.10 245.04 63908. 0. 0. 58. 53. 111 24 250.10 245.03 63834. -74. -37. 58. 46. 67 25 250.10 245.01 63687. -147. -74. 58. 43. 27 26 250.10 244.99 63547. -140. -71. 58. 48. 35 27 250.10 245.01 63687. 140. 71. 58. 60. 189 28 250.10 245.18 64935. 1248. 629. 58. 43. 730 29 250.10 245.45 66917. 1982. 999. 58. 41. 1098 30 250.10 245.54 67577. 660. 333. 58. 57. 448 31 250.10 245.56 67724. 147. 74. 58. 50. 182 ____________________________________________________________________________ TOTAL FOR MONTH................ 807. 3031. -2624. 1798. 1617. 3822. NET CHANGE IN DAY-SECOND-FEET.. 407. 407. 407. AVERAGE FLOW IN C.F.S.......... 13. 58. 52. 123. CHANGE IN CONTENTS FOR MO.(4).. 807. (1) COMPUTATIONS BASED ON THE DECEMBER 1985 CAPACITY TABLE. (2) BY 24-HOUR CLOCK, TIME IS 2400 OF DAY INDICATED UNLESS OTHERWISE NOTED. AVERAGE FLOW OR CHANGE IN RESERVOIR CONTENTS ARE FOR PERIOD ENDING AT TIME INDICATED. (3) BASED ON PROJECT RECORDS. DOES NOT INCLUDE EVAPORATION LOSSES. ALSO, OUTFLOW DOES NOT INCLUDE RALEIGH WATER SUPPLY WITHDRAWALS (SEE NEXT COLUMN). (4) BASED ON TOTAL CONTENTS AT BEGINNING AND END OF MONTH. 1 RESERVOIR INFLOW COMPUTATIONS (1) NEUSE RIVER BASIN, N.C. FALLS LAKE JANUARY 1992 ELEVATION,NGVD29 TOTAL CHANGE IN CONTENTS FLOW, CFS ________________ __________________ _________ (2) NORMAL RESERVOIR CONTENTS ACRE - DAY-SEC-FEET (3) WATER DATE LEVEL LEVEL AF FEET STORED DRAWDOWN OUTFLOW SUPPLY INFLOW ____ _____ _________ ________ _____ ______ ________ _______ ______ ______ 250.10 245.56 67724. 1 250.10 245.57 67797. 73. 37. 58. 45. 140 2 250.10 245.56 67724. -73. -37. 58. 47. 68 3 250.10 246.21 72636. 4912. 2476. 58. 55. 2589 4 250.10 249.23 99801. 27165. 13696. 61. 50. 13807 5 250.10 251.04 120231. 20430. 10300. 353. 44. 10697 6 250.10 251.19 122093. 1862. 939. 1002. 59. 2000 7 250.10 250.84 117878. -4215. -2125. 2338. 47. 260 8 250.10 250.51 114047. -3831. -1931. 2644. 52. 765 9 250.10 250.30 111609. -2438. -1229. 1834. 49. 654 10 250.10 250.22 110681. -928. -468. 1051. 51. 634 11 250.10 250.14 109752. -929. -468. 496. 50. 78 12 250.10 250.06 108823. -929. -468. 496. 47. 75 13 250.10 250.05 108707. -116. -58. 304. 57. 303 14 250.10 250.21 110565. 1858. 937. 151. 54. 1142 15 250.10 250.15 109868. -697. -351. 151. 49. -151 16 250.10 250.11 109404. -464. -234. 151. 57. -26 17 250.10 250.12 109520. 116. 58. 151. 50. 259 18 250.10 250.13 109636. 116. 58. 151. 48. 257 19 250.10 250.07 108940. -696. -351. 151. 52. -148 20 250.10 250.05 108707. -233. -117. 151. 51. 85 21 250.10 250.04 108591. -116. -58. 150. 56. 148 22 250.10 250.03 108475. -116. -58. 150. 53. 145 23 250.10 250.19 110333. 1858. 937. 151. 54. 1142 24 250.10 250.08 109056. -1277. -644. 223. 50. -371 25 250.10 250.07 108940. -116. -58. 324. 47. 313 26 250.10 250.04 108591. -349. -176. 324. 55. 203 27 250.10 250.05 108707. 116. 58. 230. 53. 341 28 250.10 250.07 108940. 233. 117. 151. 50. 318 29 250.10 250.06 108823. -117. -59. 151. 53. 145 30 250.10 250.06 108823. 0. 0. 151. 50. 201 31 250.10 250.08 109056. 233. 117. 151. 50. 318 ____________________________________________________________________________ TOTAL FOR MONTH................ 41332. 29730. -8890. 13966. 1585. 36391. NET CHANGE IN DAY-SECOND-FEET.. 20838. 20840. 20840. AVERAGE FLOW IN C.F.S.......... 672. 451. 51. 1174. CHANGE IN CONTENTS FOR MO.(4).. 41332. (1) COMPUTATIONS BASED ON THE DECEMBER 1985 CAPACITY TABLE. (2) BY 24-HOUR CLOCK, TIME IS 2400 OF DAY INDICATED UNLESS OTHERWISE NOTED. AVERAGE FLOW OR CHANGE IN RESERVOIR CONTENTS ARE FOR PERIOD ENDING AT TIME INDICATED. (3) BASED ON PROJECT RECORDS. DOES NOT INCLUDE EVAPORATION LOSSES. ALSO, OUTFLOW DOES NOT INCLUDE RALEIGH WATER SUPPLY WITHDRAWALS (SEE NEXT COLUMN). (4) BASED ON TOTAL CONTENTS AT BEGINNING AND END OF MONTH. 1 RESERVOIR INFLOW COMPUTATIONS (1) NEUSE RIVER BASIN, N.C. FALLS LAKE FEBRUARY 1992 ELEVATION,NGVD29 TOTAL CHANGE IN CONTENTS FLOW, CFS ________________ __________________ _________ (2) NORMAL RESERVOIR CONTENTS ACRE - DAY-SEC-FEET (3) WATER DATE LEVEL LEVEL AF FEET STORED DRAWDOWN OUTFLOW SUPPLY INFLOW ____ _____ _________ ________ _____ ______ ________ _______ ______ ______ 250.10 250.08 109056. 1 250.10 250.05 108707. -349. -176. 151. 49. 24 2 250.10 250.01 108243. -464. -234. 150. 50. -34 3 250.10 249.99 108019. -224. -113. 150. 52. 89 4 250.10 250.00 108127. 108. 54. 150. 46. 250 5 250.10 249.96 107694. -433. -218. 150. 55. -13 6 250.10 249.95 107586. -108. -54. 150. 54. 150 7 250.10 249.93 107370. -216. -109. 150. 51. 92 8 250.10 249.96 107694. 324. 163. 150. 51. 364 9 250.10 249.89 106938. -756. -381. 150. 51. -180 10 250.10 249.85 106505. -433. -218. 150. 46. -22 11 250.10 249.83 106289. -216. -109. 150. 52. 93 12 250.10 249.78 105748. -541. -273. 150. 54. -69 13 250.10 249.79 105856. 108. 54. 150. 46. 250 14 250.10 249.77 105640. -216. -109. 150. 55. 96 15 250.10 249.83 106289. 649. 327. 150. 55. 532 16 250.10 249.82 106181. -108. -54. 150. 51. 147 17 250.10 249.82 106181. 0. 0. 150. 50. 200 18 250.10 249.83 106289. 108. 54. 150. 55. 259 19 250.10 249.90 107046. 757. 382. 150. 46. 578 20 250.10 249.88 106829. -217. -109. 150. 63. 104 21 250.10 249.86 106613. -216. -109. 150. 55. 96 22 250.10 249.86 106613. 0. 0. 150. 52. 202 23 250.10 249.87 106721. 108. 54. 150. 52. 256 24 250.10 249.88 106829. 108. 54. 150. 56. 260 25 250.10 249.99 108019. 1190. 600. 150. 59. 809 26 250.10 251.07 120604. 12585. 6345. 151. 57. 6553 27 250.10 251.53 126312. 5708. 2878. 882. 59. 3819 28 250.10 251.42 124947. -1365. -688. 2017. 68. 1397 29 250.10 251.06 120480. -4467. -2252. 2546. 69. 363 ____________________________________________________________________________ TOTAL FOR MONTH................ 11424. 10965. -5206. 9347. 1559. 16665. NET CHANGE IN DAY-SECOND-FEET.. 5760. 5759. 5759. AVERAGE FLOW IN C.F.S.......... 199. 322. 54. 575. CHANGE IN CONTENTS FOR MO.(4).. 11424. (1) COMPUTATIONS BASED ON THE DECEMBER 1985 CAPACITY TABLE. (2) BY 24-HOUR CLOCK, TIME IS 2400 OF DAY INDICATED UNLESS OTHERWISE NOTED. AVERAGE FLOW OR CHANGE IN RESERVOIR CONTENTS ARE FOR PERIOD ENDING AT TIME INDICATED. (3) BASED ON PROJECT RECORDS. DOES NOT INCLUDE EVAPORATION LOSSES. ALSO, OUTFLOW DOES NOT INCLUDE RALEIGH WATER SUPPLY WITHDRAWALS (SEE NEXT COLUMN). (4) BASED ON TOTAL CONTENTS AT BEGINNING AND END OF MONTH. 1 RESERVOIR INFLOW COMPUTATIONS (1) NEUSE RIVER BASIN, N.C. FALLS LAKE MARCH 1992 ELEVATION,NGVD29 TOTAL CHANGE IN CONTENTS FLOW, CFS ________________ __________________ _________ (2) NORMAL RESERVOIR CONTENTS ACRE - DAY-SEC-FEET (3) WATER DATE LEVEL LEVEL AF FEET STORED DRAWDOWN OUTFLOW SUPPLY INFLOW ____ _____ _________ ________ _____ ______ ________ _______ ______ ______ 250.10 251.06 120480. 1 250.10 250.57 114744. -5736. -2892. 2534. 62. -296 2 250.10 250.37 112422. -2322. -1171. 2188. 50. 1067 3 250.10 250.20 110449. -1973. -995. 1095. 55. 155 4 250.10 250.17 110100. -349. -176. 586. 54. 464 5 250.10 250.15 109868. -232. -117. 266. 53. 202 6 250.10 250.33 111958. 2090. 1054. 266. 57. 1377 7 250.10 251.37 124326. 12368. 6236. 268. 71. 6575 8 250.10 251.92 131151. 6825. 3441. 1175. 69. 4685 9 250.10 251.62 127429. -3722. -1877. 2515. 57. 695 10 250.10 251.36 124202. -3227. -1627. 2739. 51. 1163 11 250.10 251.22 122465. -1737. -876. 2646. 59. 1829 12 250.10 250.83 117762. -4703. -2371. 3058. 61. 748 13 250.10 250.54 114395. -3367. -1698. 2569. 77. 948 14 250.10 250.36 112306. -2089. -1053. 1424. 53. 424 15 250.10 250.36 112306. 0. 0. 667. 48. 715 16 250.10 250.26 111145. -1161. -585. 497. 57. -31 17 250.10 250.21 110565. -580. -292. 496. 53. 257 18 250.10 250.25 111029. 464. 234. 496. 58. 788 19 250.10 250.22 110681. -348. -175. 496. 52. 373 20 250.10 250.27 111261. 580. 292. 496. 52. 840 21 250.10 250.26 111145. -116. -58. 497. 54. 493 22 250.10 250.29 111493. 348. 175. 497. 47. 719 23 250.10 250.28 111377. -116. -58. 497. 55. 494 24 250.10 250.23 110797. -580. -292. 496. 51. 255 25 250.10 250.20 110449. -348. -175. 496. 46. 367 26 250.10 250.38 112538. 2089. 1053. 497. 55. 1605 27 250.10 250.58 114860. 2322. 1171. 498. 56. 1725 28 250.10 250.61 115208. 348. 175. 498. 62. 735 29 250.10 250.56 114627. -581. -293. 498. 49. 254 30 250.10 250.54 114395. -232. -117. 498. 43. 424 31 250.10 250.43 113118. -1277. -644. 841. 57. 254 ____________________________________________________________________________ TOTAL FOR MONTH................ -7362. 13831. -17542. 32290. 1724. 30303. NET CHANGE IN DAY-SECOND-FEET.. -3712. -3711. 3711. AVERAGE FLOW IN C.F.S.......... -120. 1042. 56. 978. CHANGE IN CONTENTS FOR MO.(4).. -7362. (1) COMPUTATIONS BASED ON THE DECEMBER 1985 CAPACITY TABLE. (2) BY 24-HOUR CLOCK, TIME IS 2400 OF DAY INDICATED UNLESS OTHERWISE NOTED. AVERAGE FLOW OR CHANGE IN RESERVOIR CONTENTS ARE FOR PERIOD ENDING AT TIME INDICATED. (3) BASED ON PROJECT RECORDS. DOES NOT INCLUDE EVAPORATION LOSSES. ALSO, OUTFLOW DOES NOT INCLUDE RALEIGH WATER SUPPLY WITHDRAWALS (SEE NEXT COLUMN). (4) BASED ON TOTAL CONTENTS AT BEGINNING AND END OF MONTH. 1 RESERVOIR INFLOW COMPUTATIONS (1) NEUSE RIVER BASIN, N.C. FALLS LAKE APRIL 1992 ELEVATION,NGVD29 TOTAL CHANGE IN CONTENTS FLOW, CFS ________________ __________________ _________ (2) NORMAL RESERVOIR CONTENTS ACRE - DAY-SEC-FEET (3) WATER DATE LEVEL LEVEL AF FEET STORED DRAWDOWN OUTFLOW SUPPLY INFLOW ____ _____ _________ ________ _____ ______ ________ _______ ______ ______ 250.10 250.43 113118. 1 250.13 250.32 111842. -1276. -643. 1009. 59. 425 2 250.16 250.25 111029. -813. -410. 699. 58. 347 3 250.19 250.23 110797. -232. -117. 207. 56. 146 4 250.22 250.27 111261. 464. 234. 151. 52. 437 5 250.25 250.24 110913. -348.(5) -183. 151. 45. 13 6 250.28 250.24 110913. 0. 0. 151. 32. 183 7 250.31 250.26 111145. 232. 117. 151. 76. 344 8 250.34 250.24 110913. -232. -117. 151. 56. 90 9 250.37 250.23 110797. -116. -58. 151. 41. 134 10 250.40 250.22 110681. -116. -58. 126. 53. 121 11 250.43 250.22 110681. 0. 0. 109. 89. 198 12 250.46 250.28 111377. 696. 351. 109. 59. 519 13 250.49 250.26 111145. -232. -117. 109. 48. 40 14 250.52 250.27 111261. 116. 58. 109. 57. 224 15 250.55 250.24 110913. -348. -175. 109. 47. -19 16 250.58 250.25 111029. 116. 58. 109. 62. 229 17 250.61 250.28 111377. 348. 175. 109. 83. 367 18 250.64 250.23 110797. -580. -292. 109. 59. -124 19 250.67 250.20 110449. -348. -175. 109. 67. 1 20 250.70 250.17 110100. -349. -176. 109. 61. -6 21 250.73 250.35 112190. 2090. 1054. 109. 64. 1227 22 250.76 251.30 123458. 11268. 5681. 110. 43. 5834 23 250.79 251.42 124947. 1489. 751. 1181. 58. 1990 24 250.82 251.29 123334. -1613. -813. 1691. 50. 928 25 250.85 251.27 123085. -249. -126. 589. 68. 531 26 250.88 251.23 122589. -496. -250. 589. 49. 388 27 250.91 251.12 121224. -1365. -688. 588. 52. -48 28 250.94 251.04 120231. -993. -501. 588. 77. 164 29 250.97 250.97 119387. -844. -426. 327. 63. -36 30 251.00 250.98 119503. 116. 58. 152. 57. 267 ____________________________________________________________________________ TOTAL FOR MONTH................ 6385. 8537. -5325. 9961. 1741. 14914. NET CHANGE IN DAY-SECOND-FEET.. 3212. 3212. 3212. AVERAGE FLOW IN C.F.S.......... 107. 332. 58. 497. CHANGE IN CONTENTS FOR MO.(4).. 6385. (1) COMPUTATIONS BASED ON THE DECEMBER 1985 CAPACITY TABLE. (2) BY 24-HOUR CLOCK, TIME IS 2400 OF DAY INDICATED UNLESS OTHERWISE NOTED. AVERAGE FLOW OR CHANGE IN RESERVOIR CONTENTS ARE FOR PERIOD ENDING AT TIME INDICATED. (3) BASED ON PROJECT RECORDS. DOES NOT INCLUDE EVAPORATION LOSSES. ALSO, OUTFLOW DOES NOT INCLUDE RALEIGH WATER SUPPLY WITHDRAWALS (SEE NEXT COLUMN). (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) NEUSE RIVER BASIN, N.C. FALLS LAKE MAY 1992 ELEVATION,NGVD29 TOTAL CHANGE IN CONTENTS FLOW, CFS ________________ __________________ _________ (2) NORMAL RESERVOIR CONTENTS ACRE - DAY-SEC-FEET (3) WATER DATE LEVEL LEVEL AF FEET STORED DRAWDOWN OUTFLOW SUPPLY INFLOW ____ _____ _________ ________ _____ ______ ________ _______ ______ ______ 251.00 250.98 119503. 1 251.00 250.93 118922. -581. -293. 152. 74. -67 2 251.00 250.94 119039. 117. 59. 152. 63. 274 3 251.00 250.92 118806. -233. -117. 152. 60. 95 4 251.00 250.87 118226. -580. -292. 152. 67. -73 5 251.00 250.84 117878. -348. -175. 152. 59. 36 6 251.00 250.78 117181. -697. -351. 152. 57. -142 7 251.00 250.78 117181. 0. 0. 152. 52. 204 8 251.00 250.82 117646. 465. 234. 152. 59. 445 9 251.00 250.82 117646. 0. 0. 152. 61. 213 10 251.00 250.81 117529. -117. -59. 152. 56. 149 11 251.00 250.77 117065. -464. -234. 152. 60. -22 12 251.00 250.74 116717. -348. -175. 124. 63. 12 13 251.00 250.74 116717. 0. 0. 110. 60. 170 14 251.00 250.74 116717. 0. 0. 110. 62. 172 15 251.00 250.70 116253. -464. -234. 110. 65. -59 16 251.00 250.69 116137. -116. -58. 110. 63. 115 17 251.00 250.69 116137. 0. 0. 110. 55. 165 18 251.00 250.69 116137. 0. 0. 110. 71. 181 19 251.00 250.67 115904. -233. -117. 110. 55. 48 20 251.00 250.64 115556. -348. -175. 110. 53. -12 21 251.00 250.60 115092. -464. -234. 110. 54. -70 22 251.00 250.56 114627. -465. -234. 132. 65. -37 23 251.00 250.53 114279. -348. -175. 151. 61. 37 24 251.00 250.49 113815. -464. -234. 151. 68. -15 25 251.00 250.41 112886. -929. -468. 151. 53. -264 26 251.00 250.51 114047. 1161. 585. 151. 53. 789 27 251.00 250.49 113815. -232. -117. 151. 54. 88 28 251.00 250.44 113235. -580. -292. 151. 59. -82 29 251.00 250.42 113002. -233. -117. 151. 60. 94 30 251.00 250.66 115788. 2786. 1405. 151. 47. 1603 31 251.00 250.72 116485. 697. 351. 151. 51. 553 ____________________________________________________________________________ TOTAL FOR MONTH................ -3018. 2634. -4151. 4277. 1840. 4600. NET CHANGE IN DAY-SECOND-FEET.. -1522. -1517. 1517. AVERAGE FLOW IN C.F.S.......... -49. 138. 59. 148. CHANGE IN CONTENTS FOR MO.(4).. -3018. (1) COMPUTATIONS BASED ON THE DECEMBER 1985 CAPACITY TABLE. (2) BY 24-HOUR CLOCK, TIME IS 2400 OF DAY INDICATED UNLESS OTHERWISE NOTED. AVERAGE FLOW OR CHANGE IN RESERVOIR CONTENTS ARE FOR PERIOD ENDING AT TIME INDICATED. (3) BASED ON PROJECT RECORDS. DOES NOT INCLUDE EVAPORATION LOSSES. ALSO, OUTFLOW DOES NOT INCLUDE RALEIGH WATER SUPPLY WITHDRAWALS (SEE NEXT COLUMN). (4) BASED ON TOTAL CONTENTS AT BEGINNING AND END OF MONTH. 1 RESERVOIR INFLOW COMPUTATIONS (1) NEUSE RIVER BASIN, N.C. FALLS LAKE JUNE 1992 ELEVATION,NGVD29 TOTAL CHANGE IN CONTENTS FLOW, CFS ________________ __________________ _________ (2) NORMAL RESERVOIR CONTENTS ACRE - DAY-SEC-FEET (3) WATER DATE LEVEL LEVEL AF FEET STORED DRAWDOWN OUTFLOW SUPPLY INFLOW ____ _____ _________ ________ _____ ______ ________ _______ ______ ______ 251.00 250.72 116485. 1 251.00 250.72 116485. 0. 0. 151. 53. 204 2 251.00 250.70 116253. -232. -117. 151. 55. 89 3 251.00 250.66 115788. -465. -234. 151. 62. -21 4 251.00 250.66 115788. 0. 0. 151. 42. 193 5 251.00 250.67 115904. 116. 58. 151. 55. 264 6 251.00 250.65 115672. -232. -117. 151. 62. 96 7 251.00 250.62 115324. -348. -175. 151. 61. 37 8 251.00 250.86 118110. 2786. 1405. 151. 47. 1603 9 251.00 251.07 120604. 2494. 1257. 152. 60. 1469 10 251.00 251.14 121472. 868. 438. 152. 59. 649 11 251.00 251.13 121348. -124. -63. 152. 55. 144 12 251.00 251.12 121224. -124. -63. 152. 55. 144 13 251.00 251.09 120852. -372. -188. 152. 55. 19 14 251.00 251.08 120728. -124. -63. 152. 50. 139 15 251.00 251.06 120480. -248. -125. 152. 66. 93 16 251.00 251.06 120480. 0. 0. 152. 51. 203 17 251.00 251.04 120231. -249. -126. 152. 63. 89 18 251.00 251.00 119735. -496. -250. 152. 54. -44 19 251.00 250.98 119503. -232. -117. 152. 51. 86 20 251.00 250.94 119039. -464. -234. 152. 55. -27 21 251.00 250.99 119619. 580. 292. 152. 53. 497 22 251.00 250.93 118922. -697. -351. 152. 54. -145 23 251.00 250.87 118226. -696. -351. 152. 71. -128 24 251.00 250.86 118110. -116. -58. 152. 62. 156 25 251.00 250.88 118342. 232. 117. 152. 62. 331 26 251.00 251.16 121720. 3378. 1703. 152. 54. 1909 27 251.00 251.37 124326. 2606. 1314. 152. 74. 1540 28 251.00 251.35 124078. -248. -125. 152. 65. 92 29 251.00 251.31 123582. -496. -250. 247. 56. 53 30 251.00 251.25 122837. -745. -376. 328. 51. 3 ____________________________________________________________________________ TOTAL FOR MONTH................ 6352. 6584. -3383. 4823. 1713. 9737. NET CHANGE IN DAY-SECOND-FEET.. 3202. 3201. 3201. AVERAGE FLOW IN C.F.S.......... 107. 161. 57. 325. CHANGE IN CONTENTS FOR MO.(4).. 6352. (1) COMPUTATIONS BASED ON THE DECEMBER 1985 CAPACITY TABLE. (2) BY 24-HOUR CLOCK, TIME IS 2400 OF DAY INDICATED UNLESS OTHERWISE NOTED. AVERAGE FLOW OR CHANGE IN RESERVOIR CONTENTS ARE FOR PERIOD ENDING AT TIME INDICATED. (3) BASED ON PROJECT RECORDS. DOES NOT INCLUDE EVAPORATION LOSSES. ALSO, OUTFLOW DOES NOT INCLUDE RALEIGH WATER SUPPLY WITHDRAWALS (SEE NEXT COLUMN). (4) BASED ON TOTAL CONTENTS AT BEGINNING AND END OF MONTH. 1 RESERVOIR INFLOW COMPUTATIONS (1) NEUSE RIVER BASIN, N.C. FALLS LAKE JULY 1992 ELEVATION,NGVD29 TOTAL CHANGE IN CONTENTS FLOW, CFS ________________ __________________ _________ (2) NORMAL RESERVOIR CONTENTS ACRE - DAY-SEC-FEET (3) WATER DATE LEVEL LEVEL AF FEET STORED DRAWDOWN OUTFLOW SUPPLY INFLOW ____ _____ _________ ________ _____ ______ ________ _______ ______ ______ 251.00 251.25 122837. 1 251.00 251.32 123706. 869. 438. 266. 67. 771 2 251.00 251.76 129166. 5460. 2753. 185. 67. 3005 3 251.00 251.81 129786. 620. 313. 482. 66. 861 4 251.00 251.81 129786. 0. 0. 621. 54. 675 5 251.00 251.70 128421. -1365. -688. 525. 46. -117 6 251.00 251.62 127429. -992. -500. 862. 58. 420 7 251.00 251.37 124326. -3103. -1564. 1429. 56. -79 8 251.00 251.12 121224. -3102. -1564. 1382. 58. -124 9 251.00 251.05 120355. -869. -438. 624. 66. 252 10 251.00 250.99 119619. -736. -371. 229. 67. -75 11 251.00 250.96 119271. -348. -175. 152. 81. 58 12 251.00 250.91 118690. -581. -293. 152. 64. -77 13 251.00 250.85 117994. -696. -351. 152. 68. -131 14 251.00 250.80 117413. -581. -293. 152. 73. -68 15 251.00 250.74 116717. -696. -351. 152. 75. -124 16 251.00 250.69 116137. -580. -292. 131. 86. -75 17 251.00 250.64 115556. -581. -293. 140. 88. -65 18 251.00 250.57 114744. -812. -409. 151. 79. -179 19 251.00 250.68 116020. 1276. 643. 151. 72. 866 20 251.00 250.64 115556. -464. -234. 151. 69. -14 21 251.00 250.58 114860. -696. -351. 151. 66. -134 22 251.00 250.65 115672. 812. 409. 151. 69. 629 23 251.00 250.59 114976. -696. -351. 151. 60. -140 24 251.00 250.57 114744. -232. -117. 151. 68. 102 25 251.00 250.55 114511. -233. -117. 151. 58. 92 26 251.00 250.49 113815. -696. -351. 151. 62. -138 27 251.00 250.51 114047. 232. 117. 151. 62. 330 28 251.00 250.42 113002. -1045. -527. 151. 70. -306 29 251.00 250.41 112886. -116. -58. 151. 76. 169 30 251.00 250.34 112074. -812. -409. 151. 74. -184 31 251.00 250.29 111493. -581. -293. 151. 72. -70 ____________________________________________________________________________ TOTAL FOR MONTH................-11344. 4673. -10390. 9750. 2097. 6130. NET CHANGE IN DAY-SECOND-FEET.. -5719. -5717. 5717. AVERAGE FLOW IN C.F.S.......... -184. 315. 68. 198. CHANGE IN CONTENTS FOR MO.(4)..-11344. (1) COMPUTATIONS BASED ON THE DECEMBER 1985 CAPACITY TABLE. (2) BY 24-HOUR CLOCK, TIME IS 2400 OF DAY INDICATED UNLESS OTHERWISE NOTED. AVERAGE FLOW OR CHANGE IN RESERVOIR CONTENTS ARE FOR PERIOD ENDING AT TIME INDICATED. (3) BASED ON PROJECT RECORDS. DOES NOT INCLUDE EVAPORATION LOSSES. ALSO, OUTFLOW DOES NOT INCLUDE RALEIGH WATER SUPPLY WITHDRAWALS (SEE NEXT COLUMN). (4) BASED ON TOTAL CONTENTS AT BEGINNING AND END OF MONTH. 1 RESERVOIR INFLOW COMPUTATIONS (1) NEUSE RIVER BASIN, N.C. FALLS LAKE AUGUST 1992 ELEVATION,NGVD29 TOTAL CHANGE IN CONTENTS FLOW, CFS ________________ __________________ _________ (2) NORMAL RESERVOIR CONTENTS ACRE - DAY-SEC-FEET (3) WATER DATE LEVEL LEVEL AF FEET STORED DRAWDOWN OUTFLOW SUPPLY INFLOW ____ _____ _________ ________ _____ ______ ________ _______ ______ ______ 251.00 250.29 111493. 1 251.00 250.27 111261. -232. -117. 151. 78. 112 2 251.00 250.21 110565. -696. -351. 151. 68. -132 3 251.00 250.17 110100. -465. -234. 151. 61. -22 4 251.00 250.14 109752. -348. -175. 151. 81. 57 5 251.00 250.10 109288. -464. -234. 161. 74. 1 6 251.00 250.04 108591. -697. -351. 179. 68. -104 7 251.00 249.99 108019. -572. -288. 179. 66. -43 8 251.00 249.93 107370. -649. -327. 179. 68. -80 9 251.00 249.93 107370. 0. 0. 179. 60. 239 10 251.00 249.87 106721. -649. -327. 179. 67. -81 11 251.00 249.81 106073. -648. -327. 162. 87. -78 12 251.00 249.86 106613. 540. 272. 150. 68. 490 13 251.00 249.98 107911. 1298. 654. 150. 63. 867 14 251.00 250.13 109636. 1725. 870. 151. 62. 1083 15 251.00 250.15 109868. 232. 117. 151. 64. 332 16 251.00 250.13 109636. -232. -117. 151. 62. 96 17 251.00 250.15 109868. 232. 117. 151. 60. 328 18 251.00 250.11 109404. -464. -234. 151. 66. -17 19 251.00 250.09 109172. -232. -117. 151. 69. 103 20 251.00 250.08 109056. -116. -58. 151. 59. 152 21 251.00 250.04 108591. -465. -234. 151. 69. -14 22 251.00 250.02 108359. -232. -117. 150. 60. 93 23 251.00 249.98 107911. -448. -226. 150. 57. -19 24 251.00 249.93 107370. -541. -273. 150. 69. -54 25 251.00 249.90 107046. -324. -163. 150. 71. 58 26 251.00 249.87 106721. -325. -164. 150. 69. 55 27 251.00 249.86 106613. -108. -54. 150. 65. 161 28 251.00 249.86 106613. 0. 0. 150. 66. 216 29 251.00 249.78 105748. -865. -436. 150. 70. -216 30 251.00 249.74 105316. -432. -218. 150. 67. -1 31 251.00 249.72 105099. -217. -109. 150. 77. 118 ____________________________________________________________________________ TOTAL FOR MONTH................ -6394. 2030. -5251. 4830. 2091. 3700. NET CHANGE IN DAY-SECOND-FEET.. -3224. -3221. 3221. AVERAGE FLOW IN C.F.S.......... -104. 156. 67. 119. CHANGE IN CONTENTS FOR MO.(4).. -6394. (1) COMPUTATIONS BASED ON THE DECEMBER 1985 CAPACITY TABLE. (2) BY 24-HOUR CLOCK, TIME IS 2400 OF DAY INDICATED UNLESS OTHERWISE NOTED. AVERAGE FLOW OR CHANGE IN RESERVOIR CONTENTS ARE FOR PERIOD ENDING AT TIME INDICATED. (3) BASED ON PROJECT RECORDS. DOES NOT INCLUDE EVAPORATION LOSSES. ALSO, OUTFLOW DOES NOT INCLUDE RALEIGH WATER SUPPLY WITHDRAWALS (SEE NEXT COLUMN). (4) BASED ON TOTAL CONTENTS AT BEGINNING AND END OF MONTH. 1 RESERVOIR INFLOW COMPUTATIONS (1) NEUSE RIVER BASIN, N.C. FALLS LAKE SEPTEMBER 1992 ELEVATION,NGVD29 TOTAL CHANGE IN CONTENTS FLOW, CFS ________________ __________________ _________ (2) NORMAL RESERVOIR CONTENTS ACRE - DAY-SEC-FEET (3) WATER DATE LEVEL LEVEL AF FEET STORED DRAWDOWN OUTFLOW SUPPLY INFLOW ____ _____ _________ ________ _____ ______ ________ _______ ______ ______ 251.00 249.72 105099. 1 251.00 249.64 104234. -865. -436. 150. 93. -193 2 251.00 249.60 103802. -432. -218. 150. 76. 8 3 251.00 249.59 103694. -108. -54. 150. 74. 170 4 251.00 249.59 103694. 0. 0. 168. 76. 244 5 251.00 249.55 103261. -433. -218. 178. 71. 31 6 251.00 249.59 103694. 433. 218. 178. 62. 458 7 251.00 249.54 103153. -541. -273. 178. 67. -28 8 251.00 249.50 102721. -432. -218. 162. 65. 9 9 251.00 249.45 102180. -541. -273. 150. 73. -50 10 251.00 249.46 102288. 108. 54. 150. 67. 271 11 251.00 249.45 102180. -108. -54. 150. 72. 168 12 251.00 249.40 101639. -541. -273. 149. 69. -55 13 251.00 249.34 100990. -649. -327. 149. 64. -114 14 251.00 249.30 100558. -432. -218. 149. 72. 3 15 251.00 249.25 100017. -541. -273. 149. 76. -48 16 251.00 249.19 99368. -649. -327. 158. 76. -93 17 251.00 249.14 98828. -540. -272. 177. 90. -5 18 251.00 249.10 98395. -433. -218. 177. 76. 35 19 251.00 249.05 97855. -540. -272. 177. 72. -23 20 251.00 249.05 97855. 0. 0. 177. 68. 245 21 251.00 249.01 97422. -433. -218. 177. 71. 30 22 251.00 248.99 97218. -204. -103. 177. 72. 146 23 251.00 248.95 96836. -382. -193. 177. 69. 53 24 251.00 248.92 96550. -286. -144. 177. 74. 107 25 251.00 248.89 96263. -287. -145. 177. 65. 97 26 251.00 248.82 95594. -669. -337. 177. 73. -87 27 251.00 248.87 96072. 478. 241. 177. 61. 479 28 251.00 248.88 96167. 95. 48. 177. 75. 300 29 251.00 248.84 95785. -382. -193. 177. 71. 55 30 251.00 248.78 95212. -573. -289. 177. 68. -44 ____________________________________________________________________________ TOTAL FOR MONTH................ -9887. 561. -5546. 4996. 2158. 2169. NET CHANGE IN DAY-SECOND-FEET.. -4985. -4985. 4985. AVERAGE FLOW IN C.F.S.......... -166. 167. 72. 72. CHANGE IN CONTENTS FOR MO.(4).. -9887. (1) COMPUTATIONS BASED ON THE DECEMBER 1985 CAPACITY TABLE. (2) BY 24-HOUR CLOCK, TIME IS 2400 OF DAY INDICATED UNLESS OTHERWISE NOTED. AVERAGE FLOW OR CHANGE IN RESERVOIR CONTENTS ARE FOR PERIOD ENDING AT TIME INDICATED. (3) BASED ON PROJECT RECORDS. DOES NOT INCLUDE EVAPORATION LOSSES. ALSO, OUTFLOW DOES NOT INCLUDE RALEIGH WATER SUPPLY WITHDRAWALS (SEE NEXT COLUMN). (4) BASED ON TOTAL CONTENTS AT BEGINNING AND END OF MONTH. 1 RESERVOIR INFLOW COMPUTATIONS (1) NEUSE RIVER BASIN, N.C. FALLS LAKE OCTOBER 1992 ELEVATION,NGVD29 TOTAL CHANGE IN CONTENTS FLOW, CFS ________________ __________________ _________ (2) NORMAL RESERVOIR CONTENTS ACRE - DAY-SEC-FEET (3) WATER DATE LEVEL LEVEL AF FEET STORED DRAWDOWN OUTFLOW SUPPLY INFLOW ____ _____ _________ ________ _____ ______ ________ _______ ______ ______ 251.00 248.78 95212. 1 250.97 248.72 94639. -573. -289. 177. 66. -46 2 250.94 248.68 94256. -383. -193. 176. 75. 58 3 250.91 248.65 93970. -286. -144. 176. 79. 111 4 250.88 248.99 97218. 3248. 1638. 177. 56. 1871 5 250.85 249.00 97314. 96. 48. 177. 66. 291 6 250.82 248.99 97218. -96. -48. 177. 66. 195 7 250.79 248.96 96932. -286. -144. 140. 66. 62 8 250.76 248.94 96741. -191. -96. 108. 72. 84 9 250.73 248.95 96836. 95. 48. 108. 71. 227 10 250.70 248.91 96454. -382. -193. 135. 61. 3 11 250.67 248.92 96550. 96. 48. 149. 60. 257 12 250.64 248.87 96072. -478. -241. 149. 69. -23 13 250.61 248.83 95690. -382. -193. 149. 64. 20 14 250.58 248.78 95212. -478. -241. 149. 70. -22 15 250.55 248.74 94830. -382. -193. 149. 65. 21 16 250.52 248.73 94734. -96. -48. 148. 59. 159 17 250.49 248.67 94161. -573. -289. 148. 88. -53 18 250.47 248.61 93588. -573. -289. 148. 62. -79 19 250.44 248.49 92441. -1147. -578. 148. 33. -397 20 250.41 248.49 92441. 0. 0. 148. 52. 200 21 250.38 248.45 92059. -382. -193. 148. 60. 15 22 250.35 248.40 91581. -478. -241. 148. 98. 5 23 250.32 248.34 91008. -573. -289. 148. 91. -50 24 250.30 248.31 90721. -287. -145. 148. 63. 66 25 250.27 248.20 89670. -1051.(5) -509. 148. 70. -291 26 250.24 248.17 89383. -287. -145. 148. 65. 68 27 250.21 248.11 88810. -573. -289. 147. 74. -68 28 250.18 248.08 88523. -287. -145. 147. 43. 45 29 250.16 248.07 88428. -95. -48. 147. 63. 162 30 250.13 248.07 88428. 0. 0. 147. 72. 219 31 250.10 248.25 90148. 1720. 867. 148. 81. 1096 ____________________________________________________________________________ TOTAL FOR MONTH................ -5064. 2649. -5183. 4660. 2080. 4206. NET CHANGE IN DAY-SECOND-FEET.. -2534. -2534. 2534. AVERAGE FLOW IN C.F.S.......... -82. 150. 67. 136. CHANGE IN CONTENTS FOR MO.(4).. -5064. (1) COMPUTATIONS BASED ON THE DECEMBER 1985 CAPACITY TABLE. (2) BY 24-HOUR CLOCK, TIME IS 2400 OF DAY INDICATED UNLESS OTHERWISE NOTED. AVERAGE FLOW OR CHANGE IN RESERVOIR CONTENTS ARE FOR PERIOD ENDING AT TIME INDICATED. (3) BASED ON PROJECT RECORDS. DOES NOT INCLUDE EVAPORATION LOSSES. ALSO, OUTFLOW DOES NOT INCLUDE RALEIGH WATER SUPPLY WITHDRAWALS (SEE NEXT COLUMN). (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) NEUSE RIVER BASIN, N.C. FALLS LAKE NOVEMBER 1992 ELEVATION,NGVD29 TOTAL CHANGE IN CONTENTS FLOW, CFS ________________ __________________ _________ (2) NORMAL RESERVOIR CONTENTS ACRE - DAY-SEC-FEET (3) WATER DATE LEVEL LEVEL AF FEET STORED DRAWDOWN OUTFLOW SUPPLY INFLOW ____ _____ _________ ________ _____ ______ ________ _______ ______ ______ 250.10 248.25 90148. 1 250.10 248.23 89957. -191. -96. 148. 52. 104 2 250.10 248.41 91677. 1720. 867. 148. 61. 1076 3 250.10 248.53 92823. 1146. 578. 148. 51. 777 4 250.10 248.63 93779. 956. 482. 148. 64. 694 5 250.10 248.78 95212. 1433. 722. 148. 82. 952 6 250.10 248.81 95499. 287. 145. 149. 66. 360 7 250.10 248.82 95594. 95. 48. 149. 56. 253 8 250.10 248.80 95403. -191. -96. 149. 62. 115 9 250.10 248.80 95403. 0. 0. 149. 55. 204 10 250.10 248.77 95116. -287. -145. 149. 68. 72 11 250.10 248.74 94830. -286. -144. 149. 68. 73 12 250.10 248.86 95976. 1146. 578. 149. 64. 791 13 250.10 249.25 100017. 4041. 2037. 149. 62. 2248 14 250.10 249.35 101099. 1082. 546. 149. 59. 754 15 250.10 249.39 101531. 432. 218. 149. 59. 426 16 250.10 249.35 101099. -432. -218. 149. 57. -12 17 250.10 249.35 101099. 0. 0. 146. 56. 202 18 250.10 249.33 100882. -217. -109. 149. 67. 107 19 250.10 249.31 100666. -216. -109. 149. 54. 94 20 250.10 249.31 100666. 0. 0. 149. 76. 225 21 250.10 249.27 100234. -432. -218. 149. 65. -4 22 250.10 249.25 100017. -217. -109. 149. 59. 99 23 250.10 249.56 103369. 3352. 1690. 149. 42. 1881 24 250.10 249.67 104559. 1190. 600. 150. 58. 808 25 250.10 249.61 103910. -649. -327. 150. 60. -117 26 250.10 250.32 111842. 7932. 3999. 150. 82. 4231 27 250.10 250.60 115092. 3250. 1639. 934. 51. 2624 28 250.10 250.66 115788. 696. 351. 1468. 51. 1870 29 250.10 250.57 114744. -1044. -526. 1468. 57. 999 30 250.10 250.40 112770. -1974. -995. 1466. 40. 511 ____________________________________________________________________________ TOTAL FOR MONTH................ 22622. 14500. -3092. 9205. 1804. 22417. NET CHANGE IN DAY-SECOND-FEET.. 11405. 11408. 11408. AVERAGE FLOW IN C.F.S.......... 380. 307. 60. 747. CHANGE IN CONTENTS FOR MO.(4).. 22622. (1) COMPUTATIONS BASED ON THE DECEMBER 1985 CAPACITY TABLE. (2) BY 24-HOUR CLOCK, TIME IS 2400 OF DAY INDICATED UNLESS OTHERWISE NOTED. AVERAGE FLOW OR CHANGE IN RESERVOIR CONTENTS ARE FOR PERIOD ENDING AT TIME INDICATED. (3) BASED ON PROJECT RECORDS. DOES NOT INCLUDE EVAPORATION LOSSES. ALSO, OUTFLOW DOES NOT INCLUDE RALEIGH WATER SUPPLY WITHDRAWALS (SEE NEXT COLUMN). (4) BASED ON TOTAL CONTENTS AT BEGINNING AND END OF MONTH. 1 RESERVOIR INFLOW COMPUTATIONS (1) NEUSE RIVER BASIN, N.C. FALLS LAKE DECEMBER 1992 ELEVATION,NGVD29 TOTAL CHANGE IN CONTENTS FLOW, CFS ________________ __________________ _________ (2) NORMAL RESERVOIR CONTENTS ACRE - DAY-SEC-FEET (3) WATER DATE LEVEL LEVEL AF FEET STORED DRAWDOWN OUTFLOW SUPPLY INFLOW ____ _____ _________ ________ _____ ______ ________ _______ ______ ______ 250.10 250.40 112770. 1 250.10 250.24 110913. -1857. -936. 1464. 57. 585 2 250.10 250.13 109636. -1277. -644. 933. 51. 340 3 250.10 250.11 109404. -232. -117. 356. 61. 300 4 250.10 250.13 109636. 232. 117. 151. 59. 327 5 250.10 250.11 109404. -232. -117. 151. 99. 133 6 250.10 250.10 109288. -116. -58. 151. 66. 159 7 250.10 250.06 108823. -465. -234. 151. 44. -39 8 250.10 250.05 108707. -116. -58. 151. 62. 155 9 250.10 250.01 108243. -464. -234. 150. 61. -23 10 250.10 250.67 115904. 7661. 3862. 151. 86. 4099 11 250.10 251.49 125815. 9911. 4997. 1060. 56. 6113 12 250.10 251.25 122837. -2978. -1501. 2522. 73. 1094 13 250.10 250.90 118574. -4263. -2149. 2748. 64. 663 14 250.10 250.59 114976. -3598. -1814. 2302. 36. 524 15 250.10 250.46 113467. -1509. -761. 1157. 61. 457 16 250.10 250.28 111377. -2090. -1054. 1009. 60. 15 17 250.10 250.23 110797. -580. -292. 725. 76. 509 18 250.10 250.19 110333. -464. -234. 496. 71. 333 19 250.10 250.16 109984. -349. -176. 496. 59. 379 20 250.10 250.22 110681. 697. 351. 391. 60. 802 21 250.10 250.17 110100. -581. -293. 646. 41. 394 22 250.10 250.16 109984. -116. -58. 485. 58. 485 23 250.10 250.18 110216. 232. 117. 325. 61. 503 24 250.10 250.16 109984. -232. -117. 325. 47. 255 25 250.10 250.13 109636. -348. -175. 324. 60. 209 26 250.10 250.12 109520. -116. -58. 324. 43. 309 27 250.10 250.18 110216. 696. 351. 211. 67. 629 28 250.10 250.22 110681. 465. 234. 151. 31. 416 29 250.10 250.29 111493. 812. 409. 356. 59. 824 30 250.10 250.32 111842. 349. 176. 638. 57. 871 31 250.10 250.29 111493. -349. -176. 757. 58. 639 ____________________________________________________________________________ TOTAL FOR MONTH................ -1277. 10614. -11256. 21257. 1844. 22459. NET CHANGE IN DAY-SECOND-FEET.. -644. -642. 642. AVERAGE FLOW IN C.F.S.......... -21. 686. 59. 724. CHANGE IN CONTENTS FOR MO.(4).. -1277. (1) COMPUTATIONS BASED ON THE DECEMBER 1985 CAPACITY TABLE. (2) BY 24-HOUR CLOCK, TIME IS 2400 OF DAY INDICATED UNLESS OTHERWISE NOTED. AVERAGE FLOW OR CHANGE IN RESERVOIR CONTENTS ARE FOR PERIOD ENDING AT TIME INDICATED. (3) BASED ON PROJECT RECORDS. DOES NOT INCLUDE EVAPORATION LOSSES. ALSO, OUTFLOW DOES NOT INCLUDE RALEIGH WATER SUPPLY WITHDRAWALS (SEE NEXT COLUMN). (4) BASED ON TOTAL CONTENTS AT BEGINNING AND END OF MONTH. 1 RESERVOIR INFLOW COMPUTATIONS (1) NEUSE RIVER BASIN, N.C. FALLS LAKE JANUARY 1993 ELEVATION,NGVD29 TOTAL CHANGE IN CONTENTS FLOW, CFS ________________ __________________ _________ (2) NORMAL RESERVOIR CONTENTS ACRE - DAY-SEC-FEET (3) WATER DATE LEVEL LEVEL AF FEET STORED DRAWDOWN OUTFLOW SUPPLY INFLOW ____ _____ _________ ________ _____ ______ ________ _______ ______ ______ 250.10 250.29 111493. 1 250.10 250.23 110797. -696. -351. 757. 69. 475 2 250.10 250.18 110216. -581. -293. 440. 66. 213 3 250.10 250.20 110449. 233. 117. 266. 52. 435 4 250.10 250.16 109984. -465. -234. 266. 42. 74 5 250.10 250.57 114744. 4760. 2400. 602. 59. 3061 6 250.10 250.69 116137. 1393. 702. 1723. 58. 2483 7 250.10 250.51 114047. -2090. -1054. 2112. 60. 1118 8 250.10 251.28 123210. 9163. 4620. 1220. 61. 5901 9 250.10 251.99 132020. 8810. 4442. 1441. 85. 5968 10 250.10 252.20 134772. 2752. 1387. 2397. 59. 3843 11 250.10 252.12 133721. -1051. -530. 2568. 33. 2071 12 250.10 252.15 134115. 394. 199. 2195. 49. 2443 13 250.10 252.17 134377. 262. 132. 2123. 45. 2300 14 250.10 251.97 131772. -2605. -1313. 2566. 97. 1350 15 250.10 251.68 128173. -3599. -1814. 2558. 77. 821 16 250.10 251.40 124699. -3474. -1751. 2552. 65. 866 17 250.10 251.10 120976. -3723. -1877. 2546. 51. 720 18 250.10 250.81 117529. -3447. -1738. 2277. 58. 597 19 250.10 250.52 114163. -3366. -1697. 2114. 61. 478 20 250.10 250.34 112074. -2089. -1053. 1550. 31. 528 21 250.10 250.62 115324. 3250. 1639. 1077. 55. 2771 22 250.10 251.68 128173. 12849. 6478. 1243. 60. 7781 23 250.10 251.74 128918. 745. 376. 2426. 92. 2894 24 250.10 251.62 127429. -1489. -751. 2608. 58. 1915 25 250.10 251.59 127056. -373. -188. 2606. 62. 2480 26 250.10 251.39 124575. -2481. -1251. 2602. 63. 1414 27 250.10 251.09 120852. -3723. -1877. 2598. 38. 759 28 250.10 250.74 116717. -4135. -2085. 2586. 61. 562 29 250.10 250.54 114395. -2322. -1171. 1984. 61. 874 30 250.10 250.39 112654. -1741. -878. 1185. 85. 392 31 250.10 250.26 111145. -1509. -761. 1008. 59. 306 ____________________________________________________________________________ TOTAL FOR MONTH................ -348. 22492. -22667. 56196. 1872. 57893. NET CHANGE IN DAY-SECOND-FEET.. -175. -175. 175. AVERAGE FLOW IN C.F.S.......... -6. 1813. 60. 1868. CHANGE IN CONTENTS FOR MO.(4).. -348. (1) COMPUTATIONS BASED ON THE DECEMBER 1985 CAPACITY TABLE. (2) BY 24-HOUR CLOCK, TIME IS 2400 OF DAY INDICATED UNLESS OTHERWISE NOTED. AVERAGE FLOW OR CHANGE IN RESERVOIR CONTENTS ARE FOR PERIOD ENDING AT TIME INDICATED. (3) BASED ON PROJECT RECORDS. DOES NOT INCLUDE EVAPORATION LOSSES. ALSO, OUTFLOW DOES NOT INCLUDE RALEIGH WATER SUPPLY WITHDRAWALS (SEE NEXT COLUMN). (4) BASED ON TOTAL CONTENTS AT BEGINNING AND END OF MONTH. 1 RESERVOIR INFLOW COMPUTATIONS (1) NEUSE RIVER BASIN, N.C. FALLS LAKE FEBRUARY 1993 ELEVATION,NGVD29 TOTAL CHANGE IN CONTENTS FLOW, CFS ________________ __________________ _________ (2) NORMAL RESERVOIR CONTENTS ACRE - DAY-SEC-FEET (3) WATER DATE LEVEL LEVEL AF FEET STORED DRAWDOWN OUTFLOW SUPPLY INFLOW ____ _____ _________ ________ _____ ______ ________ _______ ______ ______ 250.10 250.26 111145. 1 250.10 250.20 110449. -696. -351. 655. 64. 368 2 250.10 250.16 109984. -465. -234. 496. 62. 324 3 250.10 250.15 109868. -116. -58. 377. 37. 356 4 250.10 250.14 109752. -116. -58. 325. 59. 326 5 250.10 250.13 109636. -116. -58. 275. 59. 276 6 250.10 250.13 109636. 0. 0. 237. 87. 324 7 250.10 250.13 109636. 0. 0. 237. 57. 294 8 250.10 250.15 109868. 232. 117. 237. 67. 421 9 250.10 250.14 109752. -116. -58. 237. 56. 235 10 250.10 250.17 110100. 348. 175. 237. 47. 459 11 250.10 250.16 109984. -116. -58. 237. 57. 236 12 250.10 250.33 111958. 1974. 995. 237. 62. 1294 13 250.10 250.54 114395. 2437. 1229. 238. 69. 1536 14 250.10 250.63 115440. 1045. 527. 238. 59. 824 15 250.10 250.63 115440. 0. 0. 238. 64. 302 16 250.10 250.74 116717. 1277. 644. 866. 55. 1565 17 250.10 250.77 117065. 348. 175. 1470. 40. 1685 18 250.10 250.74 116717. -348. -175. 1470. 55. 1350 19 250.10 250.54 114395. -2322. -1171. 1470. 55. 354 20 250.10 250.40 112770. -1625. -819. 1466. 83. 730 21 250.10 250.29 111493. -1277. -644. 1464. 67. 887 22 250.10 250.40 112770. 1277. 644. 1464. 72. 2180 23 250.10 250.32 111842. -928. -468. 1464. 62. 1058 24 250.10 250.23 110797. -1045. -527. 1254. 37. 764 25 250.10 250.13 109636. -1161. -585. 1007. 57. 479 26 250.10 250.22 110681. 1045. 527. 795. 46. 1368 27 250.10 250.28 111377. 696. 351. 670. 82. 1103 28 250.10 250.34 112074. 697. 351. 671. 65. 1087 ____________________________________________________________________________ TOTAL FOR MONTH................ 929. 5735. -5264. 20032. 1682. 22185. NET CHANGE IN DAY-SECOND-FEET.. 468. 471. 471. AVERAGE FLOW IN C.F.S.......... 17. 715. 60. 792. CHANGE IN CONTENTS FOR MO.(4).. 929. (1) COMPUTATIONS BASED ON THE DECEMBER 1985 CAPACITY TABLE. (2) BY 24-HOUR CLOCK, TIME IS 2400 OF DAY INDICATED UNLESS OTHERWISE NOTED. AVERAGE FLOW OR CHANGE IN RESERVOIR CONTENTS ARE FOR PERIOD ENDING AT TIME INDICATED. (3) BASED ON PROJECT RECORDS. DOES NOT INCLUDE EVAPORATION LOSSES. ALSO, OUTFLOW DOES NOT INCLUDE RALEIGH WATER SUPPLY WITHDRAWALS (SEE NEXT COLUMN). (4) BASED ON TOTAL CONTENTS AT BEGINNING AND END OF MONTH. 1 RESERVOIR INFLOW COMPUTATIONS (1) NEUSE RIVER BASIN, N.C. FALLS LAKE MARCH 1993 ELEVATION,NGVD29 TOTAL CHANGE IN CONTENTS FLOW, CFS ________________ __________________ _________ (2) NORMAL RESERVOIR CONTENTS ACRE - DAY-SEC-FEET (3) WATER DATE LEVEL LEVEL AF FEET STORED DRAWDOWN OUTFLOW SUPPLY INFLOW ____ _____ _________ ________ _____ ______ ________ _______ ______ ______ 250.10 250.34 112074. 1 250.10 250.31 111725. -349. -176. 918. 34. 776 2 250.10 250.19 110333. -1392. -702. 1175. 56. 529 3 250.10 250.40 112770. 2437. 1229. 1175. 55. 2459 4 250.10 254.72 169176. 56406. 28438. 456. 81. 28975 5 250.10 257.45 210539. 41363. 20854. 405. 66. 21325 6 250.10 257.18 206203. -4336. -2186. 3668. 57. 1539 7 250.10 256.59 196991. -9212. -4644. 6226. 58. 1640 8 250.10 255.85 185682.-11309. -5702. 6504. 59. 861 9 250.10 255.04 173734.-11948. -6024. 6452. 65. 493 10 250.10 254.43 165065. -8669. -4371. 5745. 35. 1409 11 250.10 253.81 156370. -8695. -4384. 4854. 57. 527 12 250.10 253.25 148704. -7666. -3865. 4258. 56. 449 13 250.10 254.33 163648. 14944. 7534. 2105. 91. 9730 14 250.10 255.32 177864. 14216. 7167. 1511. 59. 8737 15 250.10 255.10 174619. -3245. -1636. 3155. 38. 1557 16 250.10 254.73 169317. -5302. -2673. 3988. 57. 1372 17 250.10 254.38 164357. -4960. -2501. 3974. 57. 1530 18 250.10 253.97 158560. -5797. -2923. 3958. 80. 1115 19 250.10 253.54 152674. -5886. -2968. 3942. 63. 1037 20 250.10 253.05 145966. -6708. -3382. 3924. 52. 594 21 250.10 252.50 138713. -7253. -3657. 3904. 63. 310 22 250.10 252.04 132670. -6043. -3047. 3743. 41. 737 23 250.10 251.58 126932. -5738. -2893. 3498. 57. 662 24 250.10 251.32 123706. -3226. -1626. 3486. 58. 1918 25 250.10 251.29 123334. -372. -188. 3480. 83. 3375 26 250.10 251.33 123830. 496. 250. 3823. 60. 4133 27 250.10 251.63 127553. 3723. 1877. 3798. 54. 5729 28 250.10 252.14 133983. 6430. 3242. 3832. 57. 7131 29 250.10 251.93 131275. -2708. -1365. 3844. 41. 2520 30 250.10 251.54 126436. -4839. -2440. 3498. 56. 1114 31 250.10 251.13 121348. -5088. -2565. 3484. 56. 975 ____________________________________________________________________________ TOTAL FOR MONTH................ 9274. 70591. -65918. 108783. 1802. 115258. NET CHANGE IN DAY-SECOND-FEET.. 4676. 4673. 4673. AVERAGE FLOW IN C.F.S.......... 151. 3509. 58. 3718. CHANGE IN CONTENTS FOR MO.(4).. 9274. (1) COMPUTATIONS BASED ON THE DECEMBER 1985 CAPACITY TABLE. (2) BY 24-HOUR CLOCK, TIME IS 2400 OF DAY INDICATED UNLESS OTHERWISE NOTED. AVERAGE FLOW OR CHANGE IN RESERVOIR CONTENTS ARE FOR PERIOD ENDING AT TIME INDICATED. (3) BASED ON PROJECT RECORDS. DOES NOT INCLUDE EVAPORATION LOSSES. ALSO, OUTFLOW DOES NOT INCLUDE RALEIGH WATER SUPPLY WITHDRAWALS (SEE NEXT COLUMN). (4) BASED ON TOTAL CONTENTS AT BEGINNING AND END OF MONTH. RESERVOIR INFLOW COMPUTATIONS (1) NEUSE RIVER BASIN, N.C. FALLS LAKE APRIL 1993 ELEVATION,NGVD29 TOTAL CHANGE IN CONTENTS FLOW, CFS (2) NORMAL RESERVOIR CONTENTS ACRE - DAY-SEC-FEET (3) WATER DATE LEVEL LEVEL AF FEET STORED DRAWDOWN OUTFLOW SUPPLY INFLOW 250.10 251.13 121348. 1 250.13 251.06 120480. -868. -438. 3190. 85. 2837 2 250.16 250.86 118110. -2370. -1195. 3002. 67. 1874 3 250.19 250.46 113467. -4643. -2341. 2994. 54. 707 4 250.22 250.34 112074. -1393.(5) -733. 1762. 54. 1083 5 250.25 251.19 122093. 10019. 5051. 1011. 54. 6116 6 250.28 253.62 153769. 31676. 15970. 745. 59. 16774 7 250.31 253.95 158287. 4518. 2278. 1923. 33. 4234 8 250.34 253.62 153769. -4518. -2278. 3554. 61. 1337 9 250.37 253.27 148978. -4791. -2415. 3984. 83. 1652 10 250.40 254.06 159821. 10843. 5467. 3407. 52. 8926 ll 250.43 254.51 166199. 6378. 3216. 3657. 50. 6923 12 250.46 254.20 161806. -4393. -2215. 4020. 53. 1858 13 250.49 253.78 155959. -5847. -2948. 4004. 62. 1118 14 250.52 253.30 149389. -6570. -3312. 3988. 37. 713 15 250.55 252.89 143837. -5552. -2799. 3410. 58. 669 16 250.58 253.10 146651. 2814. 1419. 3010. 60. 4489 17 250.61 253.24 148567. 1916. 966. 3315. 94. 4375 18 250.64 252.90 143968. -4599. -2319. 3490. 79. 1250 19 250.67 252.44 137925. -6043. -3047. 3476. 68. 497 20 250.70 251.97 131772. -6153. -3102. 3462. 66. 426 21 250.73 251.62 127429. -4343. -2190. 3121. 41. 972 22 250.76 251.31 123582. -3847. -1940. 2675. 56. 791 23 250.79 251.05 120355. -3227. -1627. 1795. 57. 225 24 250.82 250.99 119619. -736. -371. 435. 91. 155 25 250.85 250.99 119619. 0. 0. 152. 83. 235 26 250.88 251.16 121720. 2101. 1059. 152. 40. 1251 27 250.91 251.09 120852. -868. -438. 152. 58. -228 28 250.94 251.10 120976. 124. 63. 152. 59. 274 29 250.97 251.11 121100. 124. 63. 152. 91. 306 30 251.00 251.11 121100. 0. 0. 152. 88. 240 TOTAL FOR MONTH............... -248. 35552. -35708. 70342. 1893. 72079. NET CHANGE IN DAY-SECOND-FEET. -156. -156. 156. AVERAGE FLOW IN C.F.S.......... -5. 2345. 63. 2403. CHANGE IN CONTENTS FOR MO.(4)..-248. (l) COMPUTATIONS BASED ON THE DECEMBER 1985 CAPACITY TABLE. (2) BY 24-HOUR CLOCK, TIME IS 2400 OF DAY INDICATED UNLESS OTHERWISE NOTED. AVERAGE FLOW OR CHANGE IN RESERVOIR CONTENTS ARE FOR PERIOD ENDING AT TIME INDICATED. (3) BASED ON PROJECT RECORDS. DOES NOT INCLUDE EVAPORATION LOSSES. ALSO, OUTFLOW DOES NOT INCLUDE RALEIGH WATER SUPPLY WITHDRAWALS (SEE NEXT COLUMN). (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) NEUSE RIVER BASIN, N.C. FALLS LAKE MAY 1993 ELEVATION,NGVD29 TOTAL CHANGE IN CONTENTS FLOW, CFS (2) NORMAL RESERVOIR CONTENTS ACRE - DAY-SEC-FEET (3) WATER DATE LEVEL LEVEL AF FEET STORED DRAWDOWN OUTFLOW SUPPLY INFLOW 251.00 251.11 121100. 1 251.00 251.12 121224. 124. 63. 152. 85. 300 2 251.00 251.10 120976. -248. -125. 152. 83. 110 3 251.00 251.11 121100. 124. 63. 152. 35. 250 4 251.00 251.14 121472. 372. 188. 152. 60. 40 5 251.00 251.28 123210. 1738. 876. 152. 81. 1109 6 251.00 251.48 125691. 2481. 1251. 152. 59. 1462 7 251.00 251.46 125443. -248. -125. 558. 87 520 8 251.00 251.30 123458. -1985. -1001. 848. l00. -53 9 251.00 251.26 122961. -497. -251. 847. 72. 668 10 251.00 251.12 121224. -1737. -876. 846. 74. 44 11 251.00 251.07 120604. -620. -313. 636. 35. 358 12 251.00 251.01 119859. -745. -376. 387. 77. 88 13 251.00 250.97 119387. -472. -238. 152. 95. 9 14 251.00 250.99 119619. 232. 117. 152. 88. 357 15 251.00 250.97 119387. -232. -117. 152. 60. 95 16 251.00 250.97 119387. 0. 0. 152. 82. 234 17 251.00 250.93 118922. -465. -234. 152. 81. -1 18 251.00 250.91 118690. -232. -117. 152. 80. 115 19 251.00 251.06 120480. 1790. 902. 152. 69. 1123 20 251.00 251.06 120480. 0. 0. 152. 38. 190 21 251.00 251.06 120480. 0. 0. 152. 66. 218 22 251.00 251.03 120107. -373. -188. 152. 97. 61 23 251.00 251.00 119735. -372. -188. 152. 72. 36 24 251.00 250.97 119387. -348. -175. 152. 33. 10 25 251.00 251.01 119859. 472. 238. 152. 72. 462 26 251.00 251.03 120107. 248. 125. 152. 90. 367 27 251.00 251.02 119983. -124. -63. 152. 83. 172 28 251.00 250.99 119619. -364. -184. 152. 82. 50 29 251.00 251.00 119735. 116. 58. 152. 65. 275 30 251.00 250.95 119155. -580. -292. 152. 67. -73 31 251.00 251.08 120728. 1573. 793. 152. 59. 1004 TOTAL FOR MONTH............... -372. 4674. -4863. 7922. 2227. 9960. NET CHANGE IN DAY-SECOND-FEET...-188. -189. 189. AVERAGE FLOW IN C.F.S........... -6. 256. 72. 321. CHANGE IN CONTENTS FOR MO.(4).. -372. (1) COMPUTATIONS BASED ON THE DECEMBER 1985 CAPACITY TABLE. (2) BY 24-HOUR CLOCK, TIME IS 2400 OF DAY INDICATED UNLESS OTHERWISE NOTED. AVERAGE FLOW OR CHANGE IN RESERVOIR CONTENTS ARE FOR PERIOD ENDING AT TIME INDICATED. (3) BASED ON PROJECT RECORDS. DOES NOT INCLUDE EVAPORATION LOSSES. ALSO, OUTFLOW DOES NOT INCLUDE RALEIGH WATER SUPPLY WITHDRAWALS (SEE NEXT COLUMN). (4) BASED ON TOTAL CONTENTS AT BEGINNING AND END OF MONTH. RESERVOIR INFLOW COMPUTATIONS (1) NEUSE RIVER BASIN, N.C. FALLS LAKE JUNE 1993 ELEVATION,NGVD29 TOTAL CHANGE IN CONTENTS FLOW, CFS ________________ __________________ _________ (2) NORMAL RESERVOIR CONTENTS ACRE - DAY-SEC-FEET (3) WATER DATE LEVEL LEVEL AF FEET STORED DRAWDOWN OUTFLOW SUPPLY INFLOW ____ _____ _________ ________ _____ ______ ________ _______ ______ ______ 251.00 251.08 120728. 1 251.00 251.11 121100. 372. 188. 152. 37. 377 2 251.00 251.09 120852. -248. -125. 152. 46. 73 3 251.00 251.12 121224. 372. 188. 152. 96. 436 4 251.00 251.16 121720. 496. 250. 152. 98. 500 5 251.00 251.18 121969. 249. 126. 152. 79. 357 6 251.00 251.07 120604. -1365. -688. 152. 68. -468 7 251.00 251.04 120231. -373. -188. 152. 46. 10 8 251.00 251.03 120107. -124. -63. 152. 56. 145 9 251.00 250.99 119619. -488. -246. 152. 91. -3 10 251.00 250.98 119503. -116. -58. 152. 97. 191 11 251.00 250.94 119039. -464. -234. 152. 96. 14 12 251.00 250.86 118110. -929. -468. 152. 90. -226 13 251.00 250.82 117646. -464. -234. 152. 95. 13 14 251.00 250.77 117065. -581. -293. 152. 94. -47 15 251.00 250.71 116369. -696. -351. 152. 88. -111 16 251.00 250.68 116020. -349. -176. 151. 79. 54 17 251.00 250.63 115440. -580. -292. 151. 81. -60 18 251.00 250.58 114860. -580. -292. 151. 81. -60 19 251.00 250.52 114163. -697. -351. 151. 93. -107 20 251.00 250.48 113699. -464. -234. 151. 94. 11 21 251.00 250.41 112886. -813. -410. 151. 69. -190 22 251.00 250.41 112886. 0. 0. 151. 78. 229 23 251.00 250.34 112074. -812. -409. 151. 99. -159 24 251.00 250.26 111145. -929. -468. 151. 99. -218 25 251.00 250.20 110449. -696. -351. 186. 98. -67 26 251.00 250.17 110100. -349. -176. 208. 93. 125 27 251.00 250.08 109056. -1044. -526. 208. 96. -222 28 251.00 250.02 108359. -697. -351. 208. 99. -44 29 251.00 250.02 108359. 0. 0. 208. 98. 306 30 251.00 249.92 107262. -1097. -553. 208. 97. -248 TOTAL FOR MONTH................-13466. 752. -7537. 4865. 2531. 611. NET CHANGE IN DAY-SECOND-FEET.. -6789. -6785. 6785. AVERAGE FLOW IN C.F.S.......... -226. 162. 84. 20. CHANGE IN CONTENTS FOR MO.(4)..-13466. (1) COMPUTATIONS BASED ON THE DECEMBER 1985 CAPACITY TABLE. (2) BY 24-HOUR CLOCK, TIME IS 2400 OF DAY INDICATED UNLESS OTHERWISE NOTED. AVERAGE FLOW OR CHANGE IN RESERVOIR CONTENTS ARE FOR PERIOD ENDING AT TIME INDICATED. (3) BASED ON PROJECT RECORDS. DOES NOT INCLUDE EVAPORATION LOSSES. ALSO, OUTFLOW DOES NOT INCLUDE RALEIGH WATER SUPPLY WITHDRAWALS (SEE NEXT COLUMN). (4) BASED ON TOTAL CONTENTS AT BEGINNING AND END OF MONTH. RESERVOIR INFLOW COMPUTATIONS (1) NEUSE RIVER BASIN, N.C. FALLS LAKE JULY 1993 ELEVATION,NGVD29 TOTAL CHANGE IN CONTENTS FLOW, CFS ________________ __________________ _________ (2) NORMAL RESERVOIR CONTENTS ACRE - DAY-SEC-FEET (3) WATER DATE LEVEL LEVEL AF FEET STORED DRAWDOWN OUTFLOW SUPPLY INFLOW ____ _____ _________ ________ _____ ______ ________ _______ ______ ______ 251.00 249.92 107262. 1 251.00 249.84 106397. -865. -436. 189. 98. -149 2 251.00 249.89 106938. 541. 273. 179. 94. 546 3 251.00 249.83 106289. -649. -327. 179. 90. -58 4 251.00 249.81 106073. -216. -109. 178. 73. 142 5 251.00 249.73 105207. -866. -437. 178. 87. -172 6 251.00 249.68 104667. -540. -272. 178. 98. 4 7 251.00 249.63 104126. -541. -273. 162. 88. -23 8 251.00 249.59 103694. -432. -218. 150. 88. 20 9 251.00 249.58 103586. -108. -54. 150. 84. 180 10 251.00 249.50 102721. -865. -436. 150. 99. -187 11 251.00 249.48 102504. -217. -109. 150. 91. 132 12 251.00 249.49 102612. 108. 54. 150. 80. 284 13 251.00 249.38 101423. -1189. -599. 149. 92. -358 14 251.00 249.35 101099. -324. -163. 149. 83. 69 15 251.00 249.30 100558. -541. -273. 149. 98. -26 16 251.00 249.29 100450. -108. -54. 149. 86. 181 17 251.00 249.18 99260. -1190. -600. 149. 90. -361 18 251.00 249.16 99044. -216. -109. 149. 82. 122 19 251.00 249.20 99477. 433. 218. 149. 57. 424 20 251.00 249.14 98828. -649. -327. 149. 66. -112 21 251.00 249.08 98179. -649. -327. 149. 88. -90 22 251.00 249.03 97638. -541. -273. 149. 90. -34 23 251.00 248.97 97027. -611. -308. 149. 70. -89 24 251.00 248.92 96550. -477. -240. 149. 94. 3 25 251.00 248.90 96359. -191. -96. 149. 89. 142 26 251.00 248.79 95307. -1052. -530. 149. 68. -313 27 251.00 248.76 95021. -286. -144. 149. 62. 67 28 251.00 248.70 94447. -574. -289. 148. 79. -62 29 251.00 248.67 94161. -286. -144. 148. 96. 100 30 251.00 248.58 93301. -860. -434. 148. 90. -196 31 251.00 248.49 92441. -860. -434. 148. 95. -191 TOTAL FOR MONTH................-14821. 545. -8015. 4820. 2645. -5. NET CHANGE IN DAY-SECOND-FEET.. -7472. -7470. 7470. AVERAGE FLOW IN C.F.S.......... -241. 155. 85. 0. CHANGE IN CONTENTS FOR MO.(4)..-14821. (1) COMPUTATIONS BASED ON THE DECEMBER 1985 CAPACITY TABLE. (2) BY 24-HOUR CLOCK, TIME IS 2400 OF DAY INDICATED UNLESS OTHERWISE NOTED. AVERAGE FLOW OR CHANGE IN RESERVOIR CONTENTS ARE FOR PERIOD ENDING AT TIME INDICATED. (3) BASED ON PROJECT RECORDS. DOES NOT INCLUDE EVAPORATION LOSSES. ALSO, OUTFLOW DOES NOT INCLUDE RALEIGH WATER SUPPLY WITHDRAWALS (SEE NEXT COLUMN). (4) BASED ON TOTAL CONTENTS AT BEGINNING AND END OF MONTH. RESERVOIR INFLOW COMPUTATIONS (1) NEUSE RIVER BASIN, N.C. FALLS LAKE AUGUST 1993 ELEVATION,NGVD29 TOTAL CHANGE IN CONTENTS FLOW, CFS ________________ __________________ _________ (2) NORMAL RESERVOIR CONTENTS ACRE - DAY-SEC-FEET (3) WATER DATE LEVEL LEVEL AF FEET STORED DRAWDOWN OUTFLOW SUPPLY INFLOW ____ _____ _________ ________ _____ ______ ________ _______ ______ ______ 251.00 248.49 92441. 1 251.00 248.41 91677. -764. -385. 148. 100. -137 2 251.00 248.33 90912. -765. -386. 148. 74. -164 3 251.00 248.28 90434. -478. -241. 165. 81. 5 4 251.00 248.28 90434. 0. 0. 176. 68. 244 5 251.00 248.23 89957. -477. -240. 157. 90. 7 6 251.00 248.23 89957. 0. 0. 148. 83. 231 7 251.00 248.17 89383. -574. -289. 148. 65. -76 8 251.00 248.10 88714. -669. -337. 147. 72. -118 9 251.00 248.05 88237. -477. -240. 147. 36. -57 10 251.00 247.98 87583. -654. -330. 147. 81. -102 11 251.00 247.93 87143. -440. -222. 147. 92. 17 12 251.00 247.86 86528. -615. -310. 147. 85. -78 13 251.00 247.86 86528. 0. 0. 147. 47. 194 14 251.00 247.80 86000. -528. -266. 147. 96. -23 15 251.00 247.73 85385. -615. -310. 147. 82. -81 16 251.00 247.72 85297. -88. -44. 147. 63. 166 17 251.00 247.69 85033. -264. -133. 147. 71. 85 18 251.00 247.67 84857. -176. -89. 147. 56. 114 19 251.00 247.60 84241. -616. -311. 147. 38. -126 20 251.00 247.57 83978. -263. -133. 147. 56. 70 21 251.00 247.45 82922. -1056. -532. 147. 96. -289 22 251.00 247.39 82395. -527. -266. 146. 49. -71 23 251.00 247.30 81603. -792. -399. 162. 80. -157 24 251.00 247.23 80988. -615. -310. 174. 87. -49 25 251.00 247.17 80460. -528. -266. 174. 33. -59 26 251.00 247.15 80284. -176. -89. 174. 92. 177 27 251.00 247.10 79844. -440. -222. 173. 51. 2 28 251.00 247.05 79405. -439. -221. 173. 97. 49 29 251.00 246.98 78805. -600. -303. 173. 69. -61 30 251.00 246.90 78164. -641. -323. 173. 69. -81 31 251.00 246.81 77443. -721. -364. 173. 70. -121 TOTAL FOR MONTH................-14998. 0. -7561. 4843. 2229. -489. NET CHANGE IN DAY-SECOND-FEET.. -7562. -7561. 7561. AVERAGE FLOW IN C.F.S.......... -244. 156. 72. -16. CHANGE IN CONTENTS FOR MO.(4)..-14998. (1) COMPUTATIONS BASED ON THE DECEMBER 1985 CAPACITY TABLE. (2) BY 24-HOUR CLOCK, TIME IS 2400 OF DAY INDICATED UNLESS OTHERWISE NOTED. AVERAGE FLOW OR CHANGE IN RESERVOIR CONTENTS ARE FOR PERIOD ENDING AT TIME INDICATED. (3) BASED ON PROJECT RECORDS. DOES NOT INCLUDE EVAPORATION LOSSES. ALSO, OUTFLOW DOES NOT INCLUDE RALEIGH WATER SUPPLY WITHDRAWALS (SEE NEXT COLUMN). (4) BASED ON TOTAL CONTENTS AT BEGINNING AND END OF MONTH. RESERVOIR INFLOW COMPUTATIONS (1) NEUSE RIVER BASIN, N.C. FALLS LAKE SEPTEMBER 1993 ELEVATION,NGVD29 TOTAL CHANGE IN CONTENTS FLOW, CFS ________________ __________________ _________ (2) NORMAL RESERVOIR CONTENTS ACRE - DAY-SEC-FEET (3) WATER DATE LEVEL LEVEL AF FEET STORED DRAWDOWN OUTFLOW SUPPLY INFLOW ____ _____ _________ ________ _____ ______ ________ _______ ______ ______ 251.00 246.81 77443. 1 251.00 246.76 77042. -401. -202. 173. 45. 16 2 251.00 246.65 76161. -881. -444. 173. 72. -199 3 251.00 246.56 75440. -721. -364. 172. 83. -109 4 251.00 246.65 76161. 721. 364. 172. 96. 632 5 251.00 246.70 76561. 400. 202. 173. 60. 435 6 251.00 246.73 76802. 241. 122. 173. 53. 348 7 251.00 246.68 76401. -401. -202. 173. 32. 3 8 251.00 246.61 75840. -561. -283. 173. 83. -27 9 251.00 246.52 75119. -721. -364. 155. 67. -142 10 251.00 246.50 74959. -160. -81. 145. 59. 123 11 251.00 246.38 73998. -961. -485. 145. 54. -286 12 251.00 246.30 73357. -641. -323. 145. 57. -121 13 251.00 246.23 72796. -561. -283. 145. 64. -74 14 251.00 246.14 72075. -721. -364. 144. 68. -152 15 251.00 246.10 71754. -321. -162. 144. 31. 13 16 251.00 246.10 71754. 0. 0. 161. 46. 207 17 251.00 246.07 71514. -240. -121. 172. 89. 140 18 251.00 246.02 71113. -401. -202. 172. 74. 44 19 251.00 245.93 70439. -674. -340. 171. 52. -117 20 251.00 245.84 69779. -660. -333. 156. 60. -117 21 251.00 245.80 69485. -294. -148. 144. 50. 46 22 251.00 245.73 68971. -514. -259. 144. 71. -44 23 251.00 245.69 68678. -293. -148. 144. 32. 28 24 251.00 245.58 67871. -807. -407. 144. 45. -218 25 251.00 245.53 67504. -367. -185. 144. 95. 54 26 251.00 245.44 66843. -661. -333. 143. 82. -108 27 251.00 245.44 66843. 0. 0. 143. 34. 177 28 251.00 245.32 65962. -881. -444. 143. 86. -215 29 251.00 245.25 65449. -513. -259. 143. 79. -37 30 251.00 245.15 64715. -734. -370. 149. 62. -159 TOTAL FOR MONTH................-12728. 688. -7106. 4678. 1881. 141. NET CHANGE IN DAY-SECOND-FEET.. -6417. -6418. 6418. AVERAGE FLOW IN C.F.S.......... -214. 156. 63. 5. CHANGE IN CONTENTS FOR MO.(4)..-12728. (1) COMPUTATIONS BASED ON THE DECEMBER 1985 CAPACITY TABLE. (2) BY 24-HOUR CLOCK, TIME IS 2400 OF DAY INDICATED UNLESS OTHERWISE NOTED. AVERAGE FLOW OR CHANGE IN RESERVOIR CONTENTS ARE FOR PERIOD ENDING AT TIME INDICATED. (3) BASED ON PROJECT RECORDS. DOES NOT INCLUDE EVAPORATION LOSSES. ALSO, OUTFLOW DOES NOT INCLUDE RALEIGH WATER SUPPLY WITHDRAWALS (SEE NEXT COLUMN). (4) BASED ON TOTAL CONTENTS AT BEGINNING AND END OF MONTH. RESERVOIR INFLOW COMPUTATIONS (1) NEUSE RIVER BASIN, N.C. FALLS LAKE OCTOBER 1993 ELEVATION,NGVD29 TOTAL CHANGE IN CONTENTS FLOW, CFS ________________ __________________ _________ (2) NORMAL RESERVOIR CONTENTS ACRE - DAY-SEC-FEET (3) WATER DATE LEVEL LEVEL AF FEET STORED DRAWDOWN OUTFLOW SUPPLY INFLOW ____ _____ _________ ________ _____ ______ ________ _______ ______ ______ 251.00 245.15 64715. 1 251.00 245.08 64201. -514. -259. 156. 73. -30 2 251.00 245.00 63614. -587. -296. 164. 54. -78 3 251.00 244.92 63079. -535. -270. 169. 74. -27 4 251.00 244.85 62611. -468. -236. 169. 37. -30 5 251.00 244.74 61876. -735. -371. 169. 59. -143 6 251.00 244.68 61474. -402. -203. 169. 87. 53 7 251.00 244.60 60940. -534. -269. 169. 87. -13 8 251.00 244.56 60672. -268. -135. 153. 70. 88 9 251.00 244.49 60204. -468. -236. 126. 62. -48 10 251.00 244.43 59803. -401. -202. 116. 55. -31 11 251.00 244.39 59536. -267. -135. 149. 54. 68 12 251.00 244.30 58934. -602. -304. 168. 54. -82 13 251.00 244.23 58466. -468. -236. 149. 64. -23 14 251.00 244.16 57998. -468. -236. 141. 25. -70 15 251.00 244.09 57530. -468. -236. 141. 82. -13 16 251.00 244.02 57062. -468. -236. 141. 68. -27 17 251.00 243.99 56867. -195. -98. 141. 41. 84 18 251.00 243.93 56503. -364. -184. 124. 51. -9 19 251.00 243.87 56138. -365. -184. 100. 58. -26 20 251.00 243.80 55713. -425. -214. 90. 79. -45 21 251.00 243.81 55774. 61. 31. 90. 63. 184 22 251.00 243.73 55288. -486. -245. 90. 61. -94 23 251.00 243.66 54862. -426. -215. 90. 53. -72 24 251.00 243.61 54559. -303. -153. 89. 54. -10 25 251.00 243.56 54255. -304. -153. 89. 61. -3 26 251.00 243.60 54498. 243. 123. 89. 61. 273 27 251.00 243.52 54012. -486. -245. 89. 59. -97 28 251.00 243.46 53648. -364. -184. 89. 29. -66 29 251.00 243.41 53344. -304. -153. 89. 59. -5 30 251.00 243.66 54862. 1518. 765. 89. 83. 937 31 251.00 243.69 55045. 183. 89.(5) 90. 49. 228 TOTAL FOR MONTH................ -9670. 1008. -5888. 3887. 1866. 873. NET CHANGE IN DAY-SECOND-FEET.. -4880. -4880. 4880. AVERAGE FLOW IN C.F.S.......... -157. 125. 60. 28. CHANGE IN CONTENTS FOR MO.(4).. -9670. (1) COMPUTATIONS BASED ON THE DECEMBER 1985 CAPACITY TABLE. (2) BY 24-HOUR CLOCK, TIME IS 2400 OF DAY INDICATED UNLESS OTHERWISE NOTED. AVERAGE FLOW OR CHANGE IN RESERVOIR CONTENTS ARE FOR PERIOD ENDING AT TIME INDICATED. (3) BASED ON PROJECT RECORDS. DOES NOT INCLUDE EVAPORATION LOSSES. ALSO, OUTFLOW DOES NOT INCLUDE RALEIGH WATER SUPPLY WITHDRAWALS (SEE NEXT COLUMN). (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) NEUSE RIVER BASIN, N.C. FALLS LAKE NOVEMBER 1993 ELEVATION,NGVD29 TOTAL CHANGE IN CONTENTS FLOW, CFS ________________ __________________ _________ (2) NORMAL RESERVOIR CONTENTS ACRE - DAY-SEC-FEET (3) WATER DATE LEVEL LEVEL AF FEET STORED DRAWDOWN OUTFLOW SUPPLY INFLOW ____ _____ _________ ________ _____ ______ ________ _______ ______ ______ 251.00 243.69 55045. 1 251.00 243.61 54559. -486. -245. 74. 55. -116 2 251.00 243.56 54255. -304. -153. 65. 51. -37 3 251.00 243.53 54073. -182. -92. 65. 54. 27 4 251.00 243.50 53891. -182. -92. 65. 32. 5 5 251.00 243.58 54377. 486. 245. 65. 40. 350 6 251.00 243.56 54255. -122. -62. 65. 98. 101 7 251.00 243.53 54073. -182. -92. 65. 51. 24 8 251.00 243.49 53830. -243. -123. 65. 54. -4 9 251.00 243.46 53648. -182. -92. 65. 47. 20 10 251.00 243.43 53465. -183. -92. 65. 52. 25 11 251.00 243.40 53283. -182. -92. 65. 23. -4 12 251.00 243.36 53040. -243. -123. 65. 53. -5 13 251.00 243.32 52797. -243. -123. 65. 88. 30 14 251.00 243.26 52432. -365. -184. 65. 62. -57 15 251.00 243.25 52372. -60. -30. 65. 52. 87 16 251.00 243.20 52068. -304. -153. 65. 63. -25 17 251.00 243.20 52068. 0. 0. 65. 51. 116 18 251.00 243.14 51703. -365. -184. 65. 18. -101 19 251.00 243.11 51521. -182. -92. 65. 63. 36 20 251.00 243.05 51157. -364. -184. 65. 93. -26 21 251.00 243.00 50853. -304. -153. 65. 58. -30 22 251.00 242.97 50688. -165. -83. 65. 29. 11 23 251.00 242.94 50523. -165. -83. 65. 41. 23 24 251.00 242.89 50248. -275. -139. 65. 80. 6 25 251.00 242.87 50137. -111. -56. 65. 65. 74 26 251.00 242.79 49697. -440. -222. 65. 44. -113 27 251.00 243.38 53161. 3464. 1746. 65. 53. 1864 28 251.00 243.70 55105. 1944. 980. 65. 48. 1093 29 251.00 243.84 55956. 851. 429. 65. 46. 540 30 251.00 243.85 56017. 61. 31. 65. 55. 151 TOTAL FOR MONTH................ 972. 3431. -2944. 1959. 1619. 4065. NET CHANGE IN DAY-SECOND-FEET.. 487. 487. 487. AVERAGE FLOW IN C.F.S.......... 16. 65. 54. 136. CHANGE IN CONTENTS FOR MO.(4).. 972. (1) COMPUTATIONS BASED ON THE DECEMBER 1985 CAPACITY TABLE. (2) BY 24-HOUR CLOCK, TIME IS 2400 OF DAY INDICATED UNLESS OTHERWISE NOTED. AVERAGE FLOW OR CHANGE IN RESERVOIR CONTENTS ARE FOR PERIOD ENDING AT TIME INDICATED. (3) BASED ON PROJECT RECORDS. DOES NOT INCLUDE EVAPORATION LOSSES. ALSO, OUTFLOW DOES NOT INCLUDE RALEIGH WATER SUPPLY WITHDRAWALS (SEE NEXT COLUMN). (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) NEUSE RIVER BASIN, N.C. FALLS LAKE DECEMBER 1993 ELEVATION,NGVD29 TOTAL CHANGE IN CONTENTS FLOW, CFS ________________ __________________ _________ (2) NORMAL RESERVOIR CONTENTS ACRE - DAY-SEC-FEET (3) WATER DATE LEVEL LEVEL AF FEET STORED DRAWDOWN OUTFLOW SUPPLY INFLOW ____ _____ _________ ________ _____ ______ ________ _______ ______ ______ 250.10 243.85 56017. 1 250.10 243.86 56078. 61. 31. 66. 44. 141 2 250.10 243.84 55956. -122. -62. 66. 62. 66 3 250.10 243.82 55834. -122. -62. 65. 38. 41 4 250.10 243.78 55592. -242. -122. 65. 77. 20 5 250.10 244.19 58198. 2606. 1314. 66. 58. 1438 6 250.10 244.36 59335. 1137. 573. 66. 55. 694 7 250.10 244.39 59536. 201. 101. 66. 45. 212 8 250.10 244.43 59803. 267. 135. 66. 31. 232 9 250.10 244.44 59870. 67. 34. 66. 40. 140 10 250.10 244.51 60338. 468. 236. 66. 57. 359 11 250.10 244.57 60739. 401. 202. 66. 85. 353 12 250.10 244.43 59803. -936. -472. 66. 56. -350 13 250.10 244.48 60137. 334. 168. 66. 29. 263 14 250.10 244.52 60405. 268. 135. 66. 45. 246 15 250.10 244.69 61541. 1136. 573. 66. 49. 688 16 250.10 244.84 62544. 1003. 506. 66. 88. 660 17 250.10 244.91 63012. 468. 236. 66. 64. 366 18 250.10 244.98 63480. 468. 236. 66. 50. 352 19 250.10 245.01 63687. 207. 104. 66. 48. 218 20 250.10 245.13 64568. 881. 444. 66. 46. 556 21 250.10 245.42 66696. 2128. 1073. 67. 62. 1202 22 250.10 245.78 69338. 2642. 1332. 67. 24. 1423 23 250.10 245.87 69999. 661. 333. 67. 41. 441 24 250.10 246.02 71113. 1114. 562. 67. 41. 670 25 250.10 246.12 71914. 801. 404. 67. 78. 549 26 250.10 246.08 71594. -320. -161. 67. 50. -44 27 250.10 246.15 72155. 561. 283. 67. 26. 376 28 250.10 246.19 72475. 320. 161. 67. 41. 269 29 250.10 246.27 73116. 641. 323. 67. 42. 432 30 250.10 246.27 73116. 0. 0. 67. 49. 116 31 250.10 246.28 73196. 80. 40. 67. 96. 203 TOTAL FOR MONTH................ 17179. 9539. -879. 2055. 1617. 12332. NET CHANGE IN DAY-SECOND-FEET.. 8660. 8660. 8660. AVERAGE FLOW IN C.F.S.......... 279. 66. 52. 398. CHANGE IN CONTENTS FOR MO.(4).. 17179. (1) COMPUTATIONS BASED ON THE DECEMBER 1985 CAPACITY TABLE. (2) BY 24-HOUR CLOCK, TIME IS 2400 OF DAY INDICATED UNLESS OTHERWISE NOTED. AVERAGE FLOW OR CHANGE IN RESERVOIR CONTENTS ARE FOR PERIOD ENDING AT TIME INDICATED. (3) BASED ON PROJECT RECORDS. DOES NOT INCLUDE EVAPORATION LOSSES. ALSO, OUTFLOW DOES NOT INCLUDE RALEIGH WATER SUPPLY WITHDRAWALS (SEE NEXT COLUMN). (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) NEUSE RIVER BASIN, N.C. FALLS LAKE JANUARY 1994 ELEVATION,NGVD29 TOTAL CHANGE IN CONTENTS FLOW, CFS ________________ __________________ _________ (2) NORMAL RESERVOIR CONTENTS ACRE - DAY-SEC-FEET (3) WATER DATE LEVEL LEVEL AF FEET STORED DRAWDOWN OUTFLOW SUPPLY INFLOW ____ _____ _________ ________ _____ ______ ________ _______ ______ ______ 250.10 246.28 73196. 1 250.10 246.42 74318. 1122. 566. 67. 60. 693 2 250.10 246.57 75520. 1202. 606. 67. 53. 726 3 250.10 246.70 76561. 1041. 525. 68. 50. 643 4 250.10 247.02 79141. 2580. 1301. 68. 50. 1419 5 250.10 247.18 80548. 1407. 709. 68. 25. 802 6 250.10 247.31 81691. 1143. 576. 68. 31. 675 7 250.10 247.36 82131. 440. 222. 68. 53. 343 8 250.10 247.48 83186. 1055. 532. 68. 90. 690 9 250.10 247.55 83802. 616. 311. 68. 64. 443 10 250.10 247.61 84329. 527. 266. 68. 53. 387 11 250.10 247.65 84681. 352. 177. 68. 48. 293 12 250.10 248.00 87759. 3078. 1552. 68. 30. 1650 13 250.10 248.44 91963. 4204. 2120. 69. 83. 2272 14 250.10 248.73 94734. 2771. 1397. 69. 24. 1490 15 250.10 248.76 95021. 287. 145. 69. 65. 279 16 250.10 248.77 95116. 95. 48. 69. 57. 174 17 250.10 248.96 96932. 1816. 916. 69. 25. 1010 18 250.10 249.20 99477. 2545. 1283. 69. 52. 1404 19 250.10 249.27 100234. 757. 382. 69. 54. 505 20 250.10 249.36 101207. 973. 491. 69. 55. 615 21 250.10 249.40 101639. 432. 218. 70. 51. 339 22 250.10 249.43 101964. 325. 164. 70. 90. 324 23 250.10 249.46 102288. 324. 163. 70. 58. 291 24 250.10 249.50 102721. 433. 218. 70. 64. 352 25 250.10 249.54 103153. 432. 218. 70. 59. 347 26 250.10 249.58 103586. 433. 218. 70. 59. 347 27 250.10 249.60 103802. 216. 109. 70. 21. 200 28 250.10 249.91 107154. 3352. 1690. 70. 33. 1793 29 250.10 250.28 111377. 4223. 2129. 70. 79. 2278 30 250.10 250.45 113351. 1974. 995. 70. 63. 1128 31 250.10 250.50 113931. 580. 292. 70. 16. 378 TOTAL FOR MONTH................ 40735. 20539. 0. 2136. 1636. 24311. NET CHANGE IN DAY-SECOND-FEET.. 20537. 20539. 20539. AVERAGE FLOW IN C.F.S.......... 663. 69. 53. 784. CHANGE IN CONTENTS FOR MO.(4).. 40735. (1) COMPUTATIONS BASED ON THE DECEMBER 1985 CAPACITY TABLE. (2) BY 24-HOUR CLOCK, TIME IS 2400 OF DAY INDICATED UNLESS OTHERWISE NOTED. AVERAGE FLOW OR CHANGE IN RESERVOIR CONTENTS ARE FOR PERIOD ENDING AT TIME INDICATED. (3) BASED ON PROJECT RECORDS. DOES NOT INCLUDE EVAPORATION LOSSES. ALSO, OUTFLOW DOES NOT INCLUDE RALEIGH WATER SUPPLY WITHDRAWALS (SEE NEXT COLUMN). (4) BASED ON TOTAL CONTENTS AT BEGINNING AND END OF MONTH. RESERVOIR INFLOW COMPUTATIONS (1) NEUSE RIVER BASIN, N.C. FALLS LAKE FEBRUARY 1994 ELEVATION,NGVD29 TOTAL CHANGE IN CONTENTS FLOW, CFS ________________ __________________ _________ (2) NORMAL RESERVOIR CONTENTS ACRE - DAY-SEC-FEET (3) WATER DATE LEVEL LEVEL AF FEET STORED DRAWDOWN OUTFLOW SUPPLY INFLOW ____ _____ _________ ________ _____ ______ ________ _______ ______ ______ 250.10 250.50 113931. 1 250.10 250.62 115324. 1393. 702. 70. 30. 802 2 250.10 250.54 114395. -929. -468. 651. 56. 239 3 250.10 250.42 113002. -1393. -702. 1010. 77. 385 4 250.10 250.33 111958. -1044. -526. 724. 78. 276 5 250.10 250.40 112770. 812. 409. 325. 44. 778 6 250.10 250.44 113235. 465. 234. 325. 59. 618 7 250.10 250.38 112538. -697. -351. 695. 19. 363 8 250.10 250.23 110797. -1741. -878. 1008. 47. 177 9 250.10 250.14 109752. -1045. -527. 1007. 47. 527 10 250.10 250.18 110216. 464. 234. 698. 75. 1007 11 250.10 250.41 112886. 2670. 1346. 497. 75. 1918 12 250.10 251.03 120107. 7221. 3641. 499. 60. 4200 13 250.10 251.45 125319. 5212. 2628. 501. 43. 3172 14 250.10 251.62 127429. 2110. 1064. 1496. 61. 2621 15 250.10 251.49 125815. -1614. -814. 2342. 56. 1584 16 250.10 251.16 121720. -4095. -2065. 3066. 30. 1031 17 250.10 250.77 117065. -4655. -2347. 3054. 38. 745 18 250.10 250.46 113467. -3598. -1814. 2563. 77. 826 19 250.10 250.27 111261. -2206. -1112. 1486. 73. 447 20 250.10 250.14 109752. -1509. -761. 1173. 48. 460 21 250.10 250.09 109172. -580. -292. 750. 42. 500 22 250.10 250.06 108823. -349. -176. 496. 62. 382 23 250.10 250.10 109288. 465. 234. 496. 51. 781 24 250.10 250.99 119619. 10331. 5209. 749. 27. 5985 25 250.10 251.01 119859. 240. 121. 2079. 39. 2239 26 250.10 250.74 116717. -3142. -1584. 2742. 92. 1250 27 250.10 250.36 112306. -4411. -2224. 2734. 59. 569 28 250.10 250.22 110681. -1625. -819. 883. 17. 81 TOTAL FOR MONTH................ -3250. 15822. -17460. 34119. 1482. 33963. NET CHANGE IN DAY-SECOND-FEET.. -1639. -1638. 1638. AVERAGE FLOW IN C.F.S.......... -59. 1219. 53. 1213. CHANGE IN CONTENTS FOR MO.(4).. -3250. (1) COMPUTATIONS BASED ON THE DECEMBER 1985 CAPACITY TABLE. (2) BY 24-HOUR CLOCK, TIME IS 2400 OF DAY INDICATED UNLESS OTHERWISE NOTED. AVERAGE FLOW OR CHANGE IN RESERVOIR CONTENTS ARE FOR PERIOD ENDING AT TIME INDICATED. (3) BASED ON PROJECT RECORDS. DOES NOT INCLUDE EVAPORATION LOSSES. ALSO, OUTFLOW DOES NOT INCLUDE RALEIGH WATER SUPPLY WITHDRAWALS (SEE NEXT COLUMN). (4) BASED ON TOTAL CONTENTS AT BEGINNING AND END OF MONTH. RESERVOIR INFLOW COMPUTATIONS (1) NEUSE RIVER BASIN, N.C. FALLS LAKE MARCH 1994 ELEVATION,NGVD29 TOTAL CHANGE IN CONTENTS FLOW, CFS ________________ __________________ _________ (2) NORMAL RESERVOIR CONTENTS ACRE - DAY-SEC-FEET (3) WATER DATE LEVEL LEVEL AF FEET STORED DRAWDOWN OUTFLOW SUPPLY INFLOW ____ _____ _________ ________ _____ ______ ________ _______ ______ ______ 250.10 250.22 110681. 1 250.10 250.29 111493. 812. 409. 496. 31. 936 2 250.10 252.80 142654. 31161. 15710. 501. 94. 16305 3 250.10 255.02 173439. 30785. 15521. 989. 74. 16584 4 250.10 254.94 172294. -1145. -577. 3269. 56. 2748 5 250.10 254.59 167333. -4961. -2501. 3982. 73. 1554 6 250.10 254.04 159538. -7795. -3930. 3966. 60. 96 7 250.10 253.68 154591. -4947. -2494. 3946. 39. 1491 8 250.10 253.19 147883. -6708. -3382. 3933. 50. 601 9 250.10 252.68 141078. -6805. -3431. 3912. 61. 542 10 250.10 252.42 137662. -3416. -1722. 3256. 39. 1573 11 250.10 252.06 132932. -4730. -2385. 3050. 36. 701 12 250.10 251.54 126436. -6496. -3275. 3918. 94. 737 13 250.10 250.89 118458. -7978. -4022. 3896. 55. -71 14 250.10 250.53 114279. -4179. -2107. 3186. 35. 1114 15 250.10 250.32 111842. -2437. -1229. 2011. 54. 836 16 250.10 250.20 110449. -1393. -702. 854. 66. 218 17 250.10 250.13 109636. -813. -410. 670. 23. 283 18 250.10 250.18 110216. 580. 292. 365. 38. 695 19 250.10 250.14 109752. -464. -234. 151. 96. 13 20 250.10 250.16 109984. 232. 117. 151. 47. 315 21 250.10 250.20 110449. 465. 234. 151. 45. 430 22 250.10 250.23 110797. 348. 175. 151. 48. 374 23 250.10 250.23 110797. 0. 0. 151. 55. 206 24 250.10 250.28 111377. 580. 292. 151. 34. 477 25 250.10 250.36 112306. 929. 468. 660. 62. 1190 26 250.10 250.15 109868. -2438. -1229. 1230. 89. 90 27 250.10 250.59 114976. 5108. 2575. 797. 43. 3415 28 250.10 251.99 132020. 17044. 8593. 1026. 31. 9650 29 250.10 253.53 152537. 20517. 10344. 1631. 49. 12024 30 250.10 253.91 157739. 5202. 2623. 3541. 38. 6202 31 250.10 253.73 155275. -2464. -1242. 3703. 34. 2495 TOTAL FOR MONTH................ 44594. 57353. -34872. 59694. 1649. 83824. NET CHANGE IN DAY-SECOND-FEET.. 22483. 22481. 22481. AVERAGE FLOW IN C.F.S.......... 725. 1926. 53. 2704. CHANGE IN CONTENTS FOR MO.(4).. 44594. (1) COMPUTATIONS BASED ON THE DECEMBER 1985 CAPACITY TABLE. (2) BY 24-HOUR CLOCK, TIME IS 2400 OF DAY INDICATED UNLESS OTHERWISE NOTED. AVERAGE FLOW OR CHANGE IN RESERVOIR CONTENTS ARE FOR PERIOD ENDING AT TIME INDICATED. (3) BASED ON PROJECT RECORDS. DOES NOT INCLUDE EVAPORATION LOSSES. ALSO, OUTFLOW DOES NOT INCLUDE RALEIGH WATER SUPPLY WITHDRAWALS (SEE NEXT COLUMN). (4) BASED ON TOTAL CONTENTS AT BEGINNING AND END OF MONTH. RESERVOIR INFLOW COMPUTATIONS (1) NEUSE RIVER BASIN, N.C. FALLS LAKE APRIL 1994 ELEVATION,NGVD29 TOTAL CHANGE IN CONTENTS FLOW, CFS ________________ __________________ _________ (2) NORMAL RESERVOIR CONTENTS ACRE - DAY-SEC-FEET (3) WATER DATE LEVEL LEVEL AF FEET STORED DRAWDOWN OUTFLOW SUPPLY INFLOW ____ _____ _________ ________ _____ ______ ________ _______ ______ ______ 250.10 253.73 155275. 1 250.13 253.34 149936. -5339. -2692. 3606. 92. 1006 2 250.15 252.88 143705. -6231. -3141. 3968. 61. 888 3 250.18 252.37 137005. -6700.(5) -3525. 3952. 44. 471 4 250.21 251.85 130283. -6722. -3389. 3934. 56. 601 5 250.23 251.25 122837. -7446. -3754. 3910. 44. 200 6 250.26 250.83 117762. -5075. -2559. 2951. 68. 460 7 250.29 250.68 116020. -1742. -878. 1958. 36. 1116 8 250.31 250.57 114744. -1276. -643. 1029. 58. 444 9 250.34 250.52 114163. -581. -293. 326. 99. 132 10 250.37 250.45 113351. -812. -409. 326. 63. -20 11 250.39 250.55 114511. 1160. 585. 326. 28. 939 12 250.42 250.53 114279. -232. -117. 326. 65. 274 13 250.45 250.61 115208. 929. 468. 326. 77. 871 14 250.47 250.60 115092. -116. -58. 326. 25. 293 15 250.50 250.63 115440. 348. 175. 326. 52. 553 16 250.53 250.99 119619. 4179. 2107. 327. 99. 2533 17 250.57 251.23 122589. 2970. 1497. 328. 61. 1886 18 250.60 251.28 123210. 621. 313. 328. 41. 682 19 250.63 251.29 123334. 124. 63. 328. 48. 439 20 250.67 251.29 123334. 0. 0. 328. 60. 388 21 250.70 251.27 123085. -249. -126. 328. 52. 254 22 250.73 251.26 122961. -124. -63. 328. 96. 361 23 250.77 251.18 121969. -992. -500. 328. 67. -105 24 250.80 251.15 121596. -373. -188. 328. 70. 210 25 250.83 251.11 121100. -496. -250. 328. 16. 94 26 250.87 251.05 120355. -745. -376. 328. 56. 8 27 250.90 251.04 120231. -124. -63. 327. 70. 334 28 250.93 250.98 119503. -728. -367. 327. 43. 3 29 250.97 250.91 118690. -813. -410. 232. 83. -95 30 251.00 250.87 118226. -464. -234. 152. 91. 9 TOTAL FOR MONTH................-37049. 5208. -24035. 32235. 1821. 15229. NET CHANGE IN DAY-SECOND-FEET..-18827. -18827. 18827. AVERAGE FLOW IN C.F.S.......... -628. 1075. 61. 508. CHANGE IN CONTENTS FOR MO.(4)..-37049. (1) COMPUTATIONS BASED ON THE DECEMBER 1985 CAPACITY TABLE. (2) BY 24-HOUR CLOCK, TIME IS 2400 OF DAY INDICATED UNLESS OTHERWISE NOTED. AVERAGE FLOW OR CHANGE IN RESERVOIR CONTENTS ARE FOR PERIOD ENDING AT TIME INDICATED. (3) BASED ON PROJECT RECORDS. DOES NOT INCLUDE EVAPORATION LOSSES. ALSO, OUTFLOW DOES NOT INCLUDE RALEIGH WATER SUPPLY WITHDRAWALS (SEE NEXT COLUMN). (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) NEUSE RIVER BASIN, N.C. FALLS LAKE MAY 1994 ELEVATION,NGVD29 TOTAL CHANGE IN CONTENTS FLOW, CFS ________________ __________________ _________ (2) NORMAL RESERVOIR CONTENTS ACRE - DAY-SEC-FEET (3) WATER DATE LEVEL LEVEL AF FEET STORED DRAWDOWN OUTFLOW SUPPLY INFLOW ____ _____ _________ ________ _____ ______ ________ _______ ______ ______ 251.00 250.87 118226. 1 251.00 250.94 119039. 813. 410. 152. 76. 638 2 251.00 250.84 117878. -1161. -585. 152. 61. -372 3 251.00 250.83 117762. -116. -58. 152. 74. 168 4 251.00 251.02 119983. 2221. 1120. 152. 70. 1342 5 251.00 251.03 120107. 124. 63. 152. 30. 245 6 251.00 251.02 119983. -124. -63. 152. 66. 155 7 251.00 250.98 119503. -480. -242. 152. 76. -14 8 251.00 251.07 120604. 1101. 555. 152. 60. 767 9 251.00 251.04 120231. -373. -188. 152. 42. 6 10 251.00 251.04 120231. 0. 0. 152. 64. 216 11 251.00 250.87 118226. -2005. -1011. 152. 69. -790 12 251.00 251.00 119735. 1509. 761. 152. 52. 965 13 251.00 250.94 119039. -696. -351. 152. 52. -147 14 251.00 250.90 118574. -465. -234. 152. 60. -22 15 251.00 250.92 118806. 232. 117. 152. 74. 343 16 251.00 250.90 118574. -232. -117. 123. 63. 69 17 251.00 250.87 118226. -348. -175. 97. 45. -33 18 251.00 250.79 117297. -929. -468. 97. 61. -310 19 251.00 250.77 117065. -232. -117. 97. 55. 35 20 251.00 250.76 116949. -116. -58. 97. 52. 91 21 251.00 250.72 116485. -464. -234. 97. 88. -49 22 251.00 250.69 116137. -348. -175. 96. 69. -10 23 251.00 250.68 116020. -117. -59. 96. 53. 90 24 251.00 250.64 115556. -464. -234. 96. 69. -69 25 251.00 250.63 115440. -116. -58. 114. 52. 108 26 251.00 250.60 115092. -348. -175. 123. 63. 11 27 251.00 250.61 115208. 116. 58. 123. 82. 263 28 251.00 250.54 114395. -813. -410. 123. 69. -218 29 251.00 250.47 113583. -812. -409. 123. 56. -230 30 251.00 250.46 113467. -116. -58. 123. 65. 130 31 251.00 250.46 113467. 0. 0. 123. 37. 160 TOTAL FOR MONTH................ -4759. 3084. -5479. 4028. 1905. 3538. NET CHANGE IN DAY-SECOND-FEET.. -2399. -2395. 2395. AVERAGE FLOW IN C.F.S.......... -77. 130. 61. 114. CHANGE IN CONTENTS FOR MO.(4).. -4759. (1) COMPUTATIONS BASED ON THE DECEMBER 1985 CAPACITY TABLE. (2) BY 24-HOUR CLOCK, TIME IS 2400 OF DAY INDICATED UNLESS OTHERWISE NOTED. AVERAGE FLOW OR CHANGE IN RESERVOIR CONTENTS ARE FOR PERIOD ENDING AT TIME INDICATED. (3) BASED ON PROJECT RECORDS. DOES NOT INCLUDE EVAPORATION LOSSES. ALSO, OUTFLOW DOES NOT INCLUDE RALEIGH WATER SUPPLY WITHDRAWALS (SEE NEXT COLUMN). (4) BASED ON TOTAL CONTENTS AT BEGINNING AND END OF MONTH. RESERVOIR INFLOW COMPUTATIONS (1) NEUSE RIVER BASIN, N.C. FALLS LAKE JUNE 1994 ELEVATION,NGVD29 TOTAL CHANGE IN CONTENTS FLOW, CFS ________________ __________________ _________ (2) NORMAL RESERVOIR CONTENTS ACRE - DAY-SEC-FEET (3) WATER DATE LEVEL LEVEL AF FEET STORED DRAWDOWN OUTFLOW SUPPLY INFLOW ____ _____ _________ ________ _____ ______ ________ _______ ______ ______ 251.00 250.46 113467. 1 251.00 250.42 113002. -465. -234. 123. 80. -31 2 251.00 250.40 112770. -232. -117. 123. 61. 67 3 251.00 250.33 111958. -812. -409. 123. 77. -209 4 251.00 250.26 111145. -813. -410. 123. 93. -194 5 251.00 250.23 110797. -348. -175. 123. 88. 36 6 251.00 250.23 110797. 0. 0. 142. 57. 199 7 251.00 250.21 110565. -232. -117. 151. 42. 76 8 251.00 250.15 109868. -697. -351. 151. 53. -147 9 251.00 250.12 109520. -348. -175. 151. 44. 20 10 251.00 250.12 109520. 0. 0. 151. 72. 223 11 251.00 250.11 109404. -116. -58. 151. 92. 185 12 251.00 250.06 108823. -581. -293. 151. 68. -74 13 251.00 250.02 108359. -464. -234. 150. 46. -38 14 251.00 249.97 107803. -556. -280. 150. 54. -76 15 251.00 249.93 107370. -433. -218. 150. 48. -20 16 251.00 249.91 107154. -216. -109. 150. 73. 114 17 251.00 249.96 107694. 540. 272. 150. 84. 506 18 251.00 249.88 106829. -865. -436. 150. 92. -194 19 251.00 249.85 106505. -324. -163. 150. 63. 50 20 251.00 249.79 105856. -649. -327. 135. 42. -150 21 251.00 249.92 107262. 1406. 709. 122. 91. 922 22 251.00 249.88 106829. -433. -218. 123. 23. -72 23 251.00 249.86 106613. -216. -109. 123. 78. 92 24 251.00 249.78 105748. -865. -436. 122. 52. -262 25 251.00 249.73 105207. -541. -273. 122. 98. -53 26 251.00 249.67 104559. -648. -327. 141. 94. -92 27 251.00 249.64 104234. -325. -164. 150. 57. 43 28 251.00 249.60 103802. -432. -218. 134. 78. -6 29 251.00 249.59 103694. -108. -54. 122. 82. 150 30 251.00 249.66 104451. 757. 382. 122. 78. 582 TOTAL FOR MONTH................ -9016. 1363. -5905. 4129. 2060. 1647. NET CHANGE IN DAY-SECOND-FEET.. -4546. -4542. 4542. AVERAGE FLOW IN C.F.S.......... -151. 138. 69. 55. CHANGE IN CONTENTS FOR MO.(4).. -9016. (1) COMPUTATIONS BASED ON THE DECEMBER 1985 CAPACITY TABLE. (2) BY 24-HOUR CLOCK, TIME IS 2400 OF DAY INDICATED UNLESS OTHERWISE NOTED. AVERAGE FLOW OR CHANGE IN RESERVOIR CONTENTS ARE FOR PERIOD ENDING AT TIME INDICATED. (3) BASED ON PROJECT RECORDS. DOES NOT INCLUDE EVAPORATION LOSSES. ALSO, OUTFLOW DOES NOT INCLUDE RALEIGH WATER SUPPLY WITHDRAWALS (SEE NEXT COLUMN). (4) BASED ON TOTAL CONTENTS AT BEGINNING AND END OF MONTH. RESERVOIR INFLOW COMPUTATIONS (1) NEUSE RIVER BASIN, N.C. FALLS LAKE JULY 1994 ELEVATION,NGVD29 TOTAL CHANGE IN CONTENTS FLOW, CFS ________________ __________________ _________ (2) NORMAL RESERVOIR CONTENTS ACRE - DAY-SEC-FEET (3) WATER DATE LEVEL LEVEL AF FEET STORED DRAWDOWN OUTFLOW SUPPLY INFLOW ____ _____ _________ ________ _____ ______ ________ _______ ______ ______ 251.00 249.66 104451. 1 251.00 249.80 105964. 1513. 763. 122. 84. 969 2 251.00 249.80 105964. 0. 0. 122. 57. 179 3 251.00 249.80 105964. 0. 0. 122. 53. 175 4 251.00 249.74 105316. -648. -327. 122. 64. -141 5 251.00 249.72 105099. -217. -109. 155. 68. 114 6 251.00 249.69 104775. -324. -163. 178. 67. 82 7 251.00 249.62 104018. -757. -382. 178. 94. -110 8 251.00 249.58 103586. -432. -218. 178. 69. 29 9 251.00 249.54 103153. -433. -218. 178. 81. 41 10 251.00 249.51 102829. -324. -163. 178. 75. 90 11 251.00 249.49 102612. -217. -109. 178. 63. 132 12 251.00 249.44 102072. -540. -272. 137. 46. -89 13 251.00 249.40 101639. -433. -218. 108. 39. -71 14 251.00 249.37 101315. -324. -163. 108. 36. -19 15 251.00 249.33 100882. -433. -218. 133. 70. -15 16 251.00 249.30 100558. -324. -163. 149. 79. 65 17 251.00 249.29 100450. -108. -54. 165. 54. 165 18 251.00 249.26 100125. -325. -164. 177. 64. 77 19 251.00 249.23 99801. -324. -163. 154. 52. 43 20 251.00 249.20 99477. -324. -163. 122. 54. 13 21 251.00 249.25 100017. 540. 272. 122. 62. 456 22 251.00 249.24 99909. -108. -54. 122. 51. 119 23 251.00 249.22 99693. -216. -109. 122. 57. 70 24 251.00 249.18 99260. -433. -218. 140. 49. -29 25 251.00 249.13 98720. -540. -272. 149. 59. -64 26 251.00 249.15 98936. 216. 109. 149. 56. 314 27 251.00 249.15 98936. 0. 0. 149. 64. 213 28 251.00 249.20 99477. 541. 273. 134. 51. 458 29 251.00 249.43 101964. 2487. 1254. 122. 51. 1427 30 251.00 249.64 104234. 2270. 1144. 122. 57. 1323 31 251.00 249.65 104342. 108. 54. 122. 51. 227 TOTAL FOR MONTH................ -109. 3869. -3920. 4417. 1877. 6243. NET CHANGE IN DAY-SECOND-FEET.. -55. -51. 51. AVERAGE FLOW IN C.F.S.......... -2. 142. 61. 201. CHANGE IN CONTENTS FOR MO.(4).. -109. (1) COMPUTATIONS BASED ON THE DECEMBER 1985 CAPACITY TABLE. (2) BY 24-HOUR CLOCK, TIME IS 2400 OF DAY INDICATED UNLESS OTHERWISE NOTED. AVERAGE FLOW OR CHANGE IN RESERVOIR CONTENTS ARE FOR PERIOD ENDING AT TIME INDICATED. (3) BASED ON PROJECT RECORDS. DOES NOT INCLUDE EVAPORATION LOSSES. ALSO, OUTFLOW DOES NOT INCLUDE RALEIGH WATER SUPPLY WITHDRAWALS (SEE NEXT COLUMN). (4) BASED ON TOTAL CONTENTS AT BEGINNING AND END OF MONTH. RESERVOIR INFLOW COMPUTATIONS (1) NEUSE RIVER BASIN, N.C. FALLS LAKE AUGUST 1994 ELEVATION,NGVD29 TOTAL CHANGE IN CONTENTS FLOW, CFS ________________ __________________ _________ (2) NORMAL RESERVOIR CONTENTS ACRE - DAY-SEC-FEET (3) WATER DATE LEVEL LEVEL AF FEET STORED DRAWDOWN OUTFLOW SUPPLY INFLOW ____ _____ _________ ________ _____ ______ ________ _______ ______ ______ 251.00 249.65 104342. 1 251.00 249.70 104883. 541. 273. 122. 55. 450 2 251.00 249.69 104775. -108. -54. 122. 54. 122 3 251.00 249.74 105316. 541. 273. 122. 53. 448 4 251.00 249.72 105099. -217. -109. 122. 49. 62 5 251.00 249.76 105532. 433. 218. 122. 65. 405 6 251.00 249.74 105316. -216. -109. 122. 56. 69 7 251.00 249.71 104991. -325. -164. 122. 61. 19 8 251.00 249.68 104667. -324. -163. 122. 55. 14 9 251.00 249.64 104234. -433. -218. 122. 57. -39 10 251.00 249.59 103694. -540. -272. 122. 54. -96 11 251.00 249.54 103153. -541. -273. 122. 59. -92 12 251.00 249.51 102829. -324. -163. 130. 69. 36 13 251.00 249.45 102180. -649. -327. 136. 60. -131 14 251.00 249.41 101747. -433. -218. 136. 55. -27 15 251.00 249.50 102721. 974. 491. 136. 57. 684 16 251.00 249.54 103153. 432. 218. 112. 56. 386 17 251.00 249.59 103694. 541. 273. 95. 57. 425 18 251.00 249.61 103910. 216. 109. 95. 77. 281 19 251.00 249.63 104126. 216. 109. 95. 52. 256 20 251.00 249.61 103910. -216. -109. 95. 56. 42 21 251.00 249.66 104451. 541. 273. 95. 52. 420 22 251.00 249.64 104234. -217. -109. 95. 55. 41 23 251.00 249.61 103910. -324. -163. 105. 58. 0 24 251.00 249.57 103477. -433. -218. 122. 58. -38 25 251.00 249.52 102937. -540. -272. 122. 59. -91 26 251.00 249.50 102721. -216. -109. 122. 59. 72 27 251.00 249.47 102396. -325. -164. 122. 50. 8 28 251.00 249.43 101964. -432. -218. 122. 62. -34 29 251.00 249.39 101531. -433. -218. 122. 66. -30 30 251.00 249.44 102072. 541. 273. 122. 59. 454 31 251.00 249.43 101964. -108. -54. 122. 62. 130 TOTAL FOR MONTH................ -2378. 2510. -3704. 3643. 1797. 4246. NET CHANGE IN DAY-SECOND-FEET.. -1199. -1194. 1194. AVERAGE FLOW IN C.F.S.......... -39. 118. 58. 137. CHANGE IN CONTENTS FOR MO.(4).. -2378. (1) COMPUTATIONS BASED ON THE DECEMBER 1985 CAPACITY TABLE. (2) BY 24-HOUR CLOCK, TIME IS 2400 OF DAY INDICATED UNLESS OTHERWISE NOTED. AVERAGE FLOW OR CHANGE IN RESERVOIR CONTENTS ARE FOR PERIOD ENDING AT TIME INDICATED. (3) BASED ON PROJECT RECORDS. DOES NOT INCLUDE EVAPORATION LOSSES. ALSO, OUTFLOW DOES NOT INCLUDE RALEIGH WATER SUPPLY WITHDRAWALS (SEE NEXT COLUMN). (4) BASED ON TOTAL CONTENTS AT BEGINNING AND END OF MONTH. RESERVOIR INFLOW COMPUTATIONS (1) NEUSE RIVER BASIN, N.C. FALLS LAKE SEPTEMBER 1994 ELEVATION,NGVD29 TOTAL CHANGE IN CONTENTS FLOW, CFS ________________ __________________ _________ (2) NORMAL RESERVOIR CONTENTS ACRE - DAY-SEC-FEET (3) WATER DATE LEVEL LEVEL AF FEET STORED DRAWDOWN OUTFLOW SUPPLY INFLOW ____ _____ _________ ________ _____ ______ ________ _______ ______ ______ 251.00 249.43 101964. 1 251.00 249.40 101639. -325. -164. 122. 61. 19 2 251.00 249.47 102396. 757. 382. 122. 54. 558 3 251.00 249.48 102504. 108. 54. 122. 40. 216 4 251.00 249.48 102504. 0. 0. 122. 53. 175 5 251.00 249.37 101315. -1189. -599. 122. 53. -424 6 251.00 249.35 101099. -216. -109. 122. 48. 61 7 251.00 249.32 100774. -325. -164. 122. 61. 19 8 251.00 249.26 100125. -649. -327. 122. 58. -147 9 251.00 249.22 99693. -432. -218. 122. 54. -42 10 251.00 249.23 99801. 108. 54. 122. 64. 240 11 251.00 249.17 99152. -649. -327. 122. 56. -149 12 251.00 249.13 98720. -432. -218. 136. 54. -28 13 251.00 249.08 98179. -541. -273. 122. 67. -84 14 251.00 249.03 97638. -541. -273. 140. 58. -75 15 251.00 248.98 97123. -515. -260. 149. 48. -63 16 251.00 248.92 96550. -573. -289. 149. 67. -73 17 251.00 248.90 96359. -191. -96. 149. 67. 120 18 251.00 248.84 95785. -574. -289. 149. 49. -91 19 251.00 248.78 95212. -573. -289. 149. 54. -86 20 251.00 248.71 94543. -669. -337. 149. 60. -128 21 251.00 248.68 94256. -287. -145. 148. 59. 62 22 251.00 248.62 93683. -573. -289. 148. 47. -94 23 251.00 248.55 93014. -669. -337. 148. 61. -128 24 251.00 248.52 92728. -286. -144. 148. 53. 57 25 251.00 248.42 91772. -956. -482. 148. 48. -286 26 251.00 248.41 91677. -95. -48. 148. 58. 158 27 251.00 248.36 91199. -478. -241. 148. 52. -41 28 251.00 248.29 90530. -669. -337. 148. 72. -117 29 251.00 248.23 89957. -573. -289. 148. 61. -80 30 251.00 248.16 89288. -669. -337. 165. 54. -118 TOTAL FOR MONTH................-12676. 490. -6881. 4131. 1691. -569. NET CHANGE IN DAY-SECOND-FEET.. -6391. -6391. 6391. AVERAGE FLOW IN C.F.S.......... -213. 138. 56. -19. CHANGE IN CONTENTS FOR MO.(4)..-12676. (1) COMPUTATIONS BASED ON THE DECEMBER 1985 CAPACITY TABLE. (2) BY 24-HOUR CLOCK, TIME IS 2400 OF DAY INDICATED UNLESS OTHERWISE NOTED. AVERAGE FLOW OR CHANGE IN RESERVOIR CONTENTS ARE FOR PERIOD ENDING AT TIME INDICATED. (3) BASED ON PROJECT RECORDS. DOES NOT INCLUDE EVAPORATION LOSSES. ALSO, OUTFLOW DOES NOT INCLUDE RALEIGH WATER SUPPLY WITHDRAWALS (SEE NEXT COLUMN). (4) BASED ON TOTAL CONTENTS AT BEGINNING AND END OF MONTH. RESERVOIR INFLOW COMPUTATIONS (1) NEUSE RIVER BASIN, N.C. FALLS LAKE OCTOBER 1994 ELEVATION,NGVD29 TOTAL CHANGE IN CONTENTS FLOW, CFS ________________ __________________ _________ (2) NORMAL RESERVOIR CONTENTS ACRE - DAY-SEC-FEET (3) WATER DATE LEVEL LEVEL AF FEET STORED DRAWDOWN OUTFLOW SUPPLY INFLOW ____ _____ _________ ________ _____ ______ ________ _______ ______ ______ 251.00 248.16 89288. 1 250.97 248.11 88810. -478. -241. 175. 78. 12 2 250.93 248.02 87950. -860. -434. 175. 52. -207 3 250.90 247.96 87407. -543. -274. 175. 57. -42 4 250.87 247.91 86968. -439. -221. 175. 65. 19 5 250.83 247.83 86264. -704. -355. 175. 84. -96 6 250.80 247.78 85824. -440. -222. 175. 63. 16 7 250.77 247.72 85297. -527. -266. 175. 65. -26 8 250.73 247.66 84769. -528. -266. 175. 62. -29 9 250.70 247.63 84505. -264. -133. 174. 73. 114 10 250.67 247.59 84153. -352. -177. 174. 59. 56 11 250.63 247.53 83626. -527. -266. 174. 49. -43 12 250.60 247.46 83010. -616. -311. 174. 56. -81 13 250.57 247.42 82658. -352. -177. 174. 61. 58 14 250.53 248.24 90052. 7394. 3728. 140. 45. 3913 15 250.50 248.56 93110. 3058. 1542. 121. 48. 1711 16 250.48 248.55 93014. -96. -48. 121. 47. 120 17 250.45 248.52 92728. -286. -144. 121. 53. 30 18 250.43 248.48 92345. -383. -193. 121. 54. -18 19 250.40 248.48 92345. 0. 0. 121. 53. 174 20 250.38 248.47 92250. -95. -48. 121. 50. 123 21 250.35 248.43 91868. -382. -193. 121. 61. -11 22 250.33 248.41 91677. -191. -96. 121. 48. 73 23 250.30 248.38 91390. -287. -145. 156. 50. 61 24 250.28 248.35 91103. -287. -145. 176. 57. 88 25 250.25 248.28 90434. -669. -337. 176. 59. -102 26 250.23 248.25 90148. -286. -144. 158. 62. 76 27 250.20 248.18 89479. -669. -337. 148. 44. -145 28 250.18 248.13 89001. -478. -241. 148. 62. -31 29 250.15 248.11 88810. -191. -96. 147. 49. 100 30 250.13 248.07 88428. -382.(5) -185. 147. 63. 25 31 250.10 248.02 87950. -478. -241. 147. 50. -44 TOTAL FOR MONTH................ -1338. 5270. -5936. 4781. 1779. 5894. NET CHANGE IN DAY-SECOND-FEET.. -666. -666. 666. AVERAGE FLOW IN C.F.S.......... -21. 154. 57. 190. CHANGE IN CONTENTS FOR MO.(4).. -1338. (1) COMPUTATIONS BASED ON THE DECEMBER 1985 CAPACITY TABLE. (2) BY 24-HOUR CLOCK, TIME IS 2400 OF DAY INDICATED UNLESS OTHERWISE NOTED. AVERAGE FLOW OR CHANGE IN RESERVOIR CONTENTS ARE FOR PERIOD ENDING AT TIME INDICATED. (3) BASED ON PROJECT RECORDS. DOES NOT INCLUDE EVAPORATION LOSSES. ALSO, OUTFLOW DOES NOT INCLUDE RALEIGH WATER SUPPLY WITHDRAWALS (SEE NEXT COLUMN). (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) NEUSE RIVER BASIN, N.C. FALLS LAKE NOVEMBER 1994 ELEVATION,NGVD29 TOTAL CHANGE IN CONTENTS FLOW, CFS ________________ __________________ _________ (2) NORMAL RESERVOIR CONTENTS ACRE - DAY-SEC-FEET (3) WATER DATE LEVEL LEVEL AF FEET STORED DRAWDOWN OUTFLOW SUPPLY INFLOW ____ _____ _________ ________ _____ ______ ________ _______ ______ ______ 250.10 248.02 87950. 1 250.10 248.07 88428. 478. 241. 116. 60. 417 2 250.10 248.01 87855. -573. -289. 94. 56. -139 3 250.10 247.99 87671. -184. -93. 94. 46. 47 4 250.10 247.97 87495. -176. -89. 94. 65. 70 5 250.10 247.94 87231. -264. -133. 94. 51. 12 6 250.10 247.93 87143. -88. -44. 94. 59. 109 7 250.10 247.90 86880. -263. -133. 80. 48. -5 8 250.10 247.86 86528. -352. -177. 68. 58. -51 9 250.10 247.85 86440. -88. -44. 68. 57. 81 10 250.10 247.85 86440. 0. 0. 68. 47. 115 11 250.10 247.81 86088. -352. -177. 68. 54. -55 12 250.10 247.79 85912. -176. -89. 68. 56. 35 13 250.10 247.77 85736. -176. -89. 68. 54. 33 14 250.10 247.74 85473. -263. -133. 68. 51. -14 15 250.10 247.74 85473. 0. 0. 68. 55. 123 16 250.10 247.76 85648. 175. 88. 68. 54. 210 17 250.10 247.74 85473. -175. -88. 68. 48. 28 18 250.10 247.74 85473. 0. 0. 68. 58. 126 19 250.10 247.69 85033. -440. -222. 68. 55. -99 20 250.10 247.66 84769. -264. -133. 68. 46. -19 21 250.10 247.70 85121. 352. 177. 68. 57. 302 22 250.10 247.74 85473. 352. 177. 68. 60. 305 23 250.10 247.71 85209. -264. -133. 68. 55. -10 24 250.10 247.66 84769. -440. -222. 68. 63. -91 25 250.10 247.64 84593. -176. -89. 68. 44. 23 26 250.10 247.64 84593. 0. 0. 68. 46. 114 27 250.10 247.69 85033. 440. 222. 68. 41. 331 28 250.10 247.73 85385. 352. 177. 68. 52. 297 29 250.10 247.73 85385. 0. 0. 68. 46. 114 30 250.10 247.72 85297. -88. -44. 68. 53. 77 TOTAL FOR MONTH................ -2653. 1082. -2421. 2230. 1595. 2486. NET CHANGE IN DAY-SECOND-FEET.. -1338. -1339. 1339. AVERAGE FLOW IN C.F.S.......... -45. 74. 53. 83. CHANGE IN CONTENTS FOR MO.(4).. -2653. (1) COMPUTATIONS BASED ON THE DECEMBER 1985 CAPACITY TABLE. (2) BY 24-HOUR CLOCK, TIME IS 2400 OF DAY INDICATED UNLESS OTHERWISE NOTED. AVERAGE FLOW OR CHANGE IN RESERVOIR CONTENTS ARE FOR PERIOD ENDING AT TIME INDICATED. (3) BASED ON PROJECT RECORDS. DOES NOT INCLUDE EVAPORATION LOSSES. ALSO, OUTFLOW DOES NOT INCLUDE RALEIGH WATER SUPPLY WITHDRAWALS (SEE NEXT COLUMN). (4) BASED ON TOTAL CONTENTS AT BEGINNING AND END OF MONTH. RESERVOIR INFLOW COMPUTATIONS (1) NEUSE RIVER BASIN, N.C. FALLS LAKE DECEMBER 1994 ELEVATION,NGVD29 TOTAL CHANGE IN CONTENTS FLOW, CFS ________________ __________________ _________ (2) NORMAL RESERVOIR CONTENTS ACRE - DAY-SEC-FEET (3) WATER DATE LEVEL LEVEL AF FEET STORED DRAWDOWN OUTFLOW SUPPLY INFLOW ____ _____ _________ ________ _____ ______ ________ _______ ______ ______ 250.10 247.72 85297. 1 250.10 247.69 85033. -264. -133. 68. 92. 27 2 250.10 247.67 84857. -176. -89. 68. 60. 39 3 250.10 247.65 84681. -176. -89. 68. 55. 34 4 250.10 247.64 84593. -88. -44. 68. 42. 66 5 250.10 247.66 84769. 176. 89. 68. 42. 199 6 250.10 247.63 84505. -264. -133. 68. 73. 8 7 250.10 247.62 84417. -88. -44. 68. 43. 67 8 250.10 247.58 84066. -351. -177. 68. 27. -82 9 250.10 247.57 83978. -88. -44. 68. 55. 79 10 250.10 247.53 83626. -352. -177. 68. 81. -28 11 250.10 247.58 84066. 440. 222. 68. 43. 333 12 250.10 247.54 83714. -352. -177. 68. 30. -79 13 250.10 247.54 83714. 0. 0. 68. 45. 113 14 250.10 247.55 83802. 88. 44. 68. 44. 156 15 250.10 247.50 83362. -440. -222. 68. 61. -93 16 250.10 247.48 83186. -176. -89. 68. 55. 34 17 250.10 247.48 83186. 0. 0. 68. 92. 160 18 250.10 247.47 83098. -88. -44. 68. 43. 67 19 250.10 247.46 83010. -88. -44. 68. 28. 52 20 250.10 247.44 82834. -176. -89. 68. 47. 26 21 250.10 247.42 82658. -176. -89. 68. 73. 52 22 250.10 247.44 82834. 176. 89. 68. 63. 220 23 250.10 247.51 83450. 616. 311. 68. 48. 427 24 250.10 247.43 82746. -704. -355. 68. 40. -247 25 250.10 247.41 82571. -175. -88. 68. 25. 5 26 250.10 247.43 82746. 175. 88. 68. 31. 187 27 250.10 247.36 82131. -615. -310. 68. 34. -208 28 250.10 247.35 82043. -88. -44. 68. 55. 79 29 250.10 247.32 81779. -264. -133. 68. 58. -7 30 250.10 247.30 81603. -176. -89. 68. 45. 24 31 250.10 247.29 81515. -88. -44. 68. 60. 84 TOTAL FOR MONTH................ -3782. 843. -2747. 2108. 1590. 1794. NET CHANGE IN DAY-SECOND-FEET.. -1907. -1904. 1904. AVERAGE FLOW IN C.F.S.......... -61. 68. 51. 58. CHANGE IN CONTENTS FOR MO.(4).. -3782. (1) COMPUTATIONS BASED ON THE DECEMBER 1985 CAPACITY TABLE. (2) BY 24-HOUR CLOCK, TIME IS 2400 OF DAY INDICATED UNLESS OTHERWISE NOTED. AVERAGE FLOW OR CHANGE IN RESERVOIR CONTENTS ARE FOR PERIOD ENDING AT TIME INDICATED. (3) BASED ON PROJECT RECORDS. DOES NOT INCLUDE EVAPORATION LOSSES. ALSO, OUTFLOW DOES NOT INCLUDE RALEIGH WATER SUPPLY WITHDRAWALS (SEE NEXT COLUMN). (4) BASED ON TOTAL CONTENTS AT BEGINNING AND END OF MONTH. RESERVOIR INFLOW COMPUTATIONS (1) NEUSE RIVER BASIN, N.C. FALLS LAKE January 1995 ELEVATION,NGVD29 TOTAL CHANGE IN CONTENTS FLOW, CFS ________________ __________________ _________ (2) NORMAL RESERVOIR CONTENTS ACRE - DAY-SEC-FEET (3) WATER DATE LEVEL LEVEL AF FEET STORED DRAWDOWN OUTFLOW SUPPLY INFLOW ____ _____ _________ ________ _____ ______ ________ _______ ______ ______ 250.10 247.29 81515. 1 250.10 247.31 81691. 176. 89. 68. 25. 182 2 250.10 247.27 81339. -352. -177. 68. 46. -63 3 250.10 247.25 81164. -175. -88. 68. 26. 6 4 250.10 247.26 81251. 87. 44. 68. 45. 157 5 250.10 247.20 80724. -527. -266. 68. 69. -129 6 250.10 247.38 82307. 1583. 798. 68. 59. 925 7 250.10 247.77 85736. 3429. 1729. 68. 43. 1840 8 250.10 247.86 86528. 792. 399. 68. 42. 509 9 250.10 247.92 87055. 527. 266. 59. 20. 345 10 250.10 247.95 87319. 264. 133. 54. 44. 231 11 250.10 247.97 87495. 176. 89. 56. 95. 240 12 250.10 247.98 87583. 88. 44. 56. 52. 152 13 250.10 248.04 88141. 558. 281. 56. 48. 385 14 250.10 247.99 87671. -470. -237. 56. 40. -141 15 250.10 249.31 100666. 12995. 6552. 57. 48. 6657 16 250.10 250.13 109636. 8970. 4522. 57. 40. 4619 17 250.10 250.25 111029. 1393. 702. 403. 48. 1153 18 250.10 250.23 110797. -232. -117. 612. 55. 550 19 250.10 250.34 112074. 1277. 644. 612. 19. 1275 20 250.10 250.42 113002. 928. 468. 613. 46. 1127 21 250.10 250.52 114163. 1161. 585. 613. 80. 1278 22 250.10 250.48 113699. -464. -234. 613. 39. 418 23 250.10 250.41 112886. -813. -410. 613. 68. 271 24 250.10 250.40 112770. -116. -58. 613. 29. 584 25 250.10 250.29 111493. -1277. -644. 613. 58. 27 26 250.10 250.27 111261. -232. -117. 472. 23. 378 27 250.10 250.21 110565. -696. -351. 354. 51. 54 28 250.10 250.28 111377. 812. 409. 354. 74. 837 29 250.10 250.40 112770. 1393. 702. 354. 38. 1094 30 250.10 250.38 112538. -232. -117. 781. 32. 696 31 250.10 250.23 110797. -1741. -878. 1314. 48. 484 TOTAL FOR MONTH................ 29282. 18456. -3694. 9929. 1450. 26141. NET CHANGE IN DAY-SECOND-FEET.. 14763. 14762. 14762. AVERAGE FLOW IN C.F.S.......... 476. 320. 47. 843. CHANGE IN CONTENTS FOR MO.(4).. 29282. (1) COMPUTATIONS BASED ON THE DECEMBER 1985 CAPACITY TABLE. (2) BY 24-HOUR CLOCK, TIME IS 2400 OF DAY INDICATED UNLESS OTHERWISE NOTED. AVERAGE FLOW OR CHANGE IN RESERVOIR CONTENTS ARE FOR PERIOD ENDING AT TIME INDICATED. (3) BASED ON PROJECT RECORDS. DOES NOT INCLUDE EVAPORATION LOSSES. ALSO, OUTFLOW DOES NOT INCLUDE RALEIGH WATER SUPPLY WITHDRAWALS (SEE NEXT COLUMN). (4) BASED ON TOTAL CONTENTS AT BEGINNING AND END OF MONTH. RESERVOIR INFLOW COMPUTATIONS (1) NEUSE RIVER BASIN, N.C. FALLS LAKE February 1995 ELEVATION,NGVD29 TOTAL CHANGE IN CONTENTS FLOW, CFS ________________ __________________ _________ (2) NORMAL RESERVOIR CONTENTS ACRE - DAY-SEC-FEET (3) WATER DATE LEVEL LEVEL AF FEET STORED DRAWDOWN OUTFLOW SUPPLY INFLOW ____ _____ _________ ________ _____ ______ ________ _______ ______ ______ 250.10 250.23 110797. 1 250.10 250.17 110100. -697. -351. 836. 48. 533 2 250.10 250.14 109752. -348. -175. 477. 26. 328 3 250.10 250.07 108940. -812. -409. 329. 43. -37 4 250.10 250.20 110449. 1509. 761. 208. 80. 1049 5 250.10 250.25 111029. 580. 292. 208. 51. 551 6 250.10 250.19 110333. -696. -351. 208. 40. -103 7 250.10 250.18 110216. -117. -59. 208. 32. 181 8 250.10 250.21 110565. 349. 176. 208. 39. 423 9 250.10 250.15 109868. -697. -351. 208. 85. -58 10 250.10 250.13 109636. -232. -117. 208. 58. 149 11 250.10 250.17 110100. 464. 234. 208. 43. 485 12 250.10 250.10 109288. -812. -409. 208. 50. -151 13 250.10 250.08 109056. -232. -117. 208. 27. 118 14 250.10 250.07 108940. -116. -58. 208. 39. 189 15 250.10 250.32 111842. 2902. 1463. 208. 86. 1757 16 250.10 251.59 127056. 15214. 7670. 209. 34. 7913 17 250.10 253.25 148704. 21648. 10914. 425. 58. 11397 18 250.10 253.89 157465. 8761. 4417. 1042. 31. 5490 19 250.10 254.01 159113. 1648. 831. 2179. 57. 3067 20 250.10 253.81 156370. -2743. -1383. 2824. 22. 1463 21 250.10 253.47 151716. -4654. -2346. 3245. 47. 946 22 250.10 252.99 145151. -6565. -3310. 3444. 73. 207 23 250.10 252.57 139633. -5518. -2782. 3480. 50. 748 24 250.10 252.13 133852. -5781. -2915. 3053. 43. 181 25 250.10 251.72 128669. -5183. -2613. 2720. 48. 155 26 250.10 251.33 123830. -4839. -2440. 2706. 42. 308 27 250.10 250.87 118226. -5604. -2825. 2696. 52. -77 28 250.10 250.95 119155. 929. 468. 1647. 45. 2160 TOTAL FOR MONTH................ 8358. 27226. -23011. 33808. 1349. 39372. NET CHANGE IN DAY-SECOND-FEET.. 4214. 4215. 4215. AVERAGE FLOW IN C.F.S.......... 151. 1207. 48. 1406. CHANGE IN CONTENTS FOR MO.(4).. 8358. (1) COMPUTATIONS BASED ON THE DECEMBER 1985 CAPACITY TABLE. (2) BY 24-HOUR CLOCK, TIME IS 2400 OF DAY INDICATED UNLESS OTHERWISE NOTED. AVERAGE FLOW OR CHANGE IN RESERVOIR CONTENTS ARE FOR PERIOD ENDING AT TIME INDICATED. (3) BASED ON PROJECT RECORDS. DOES NOT INCLUDE EVAPORATION LOSSES. ALSO, OUTFLOW DOES NOT INCLUDE RALEIGH WATER SUPPLY WITHDRAWALS (SEE NEXT COLUMN). (4) BASED ON TOTAL CONTENTS AT BEGINNING AND END OF MONTH. RESERVOIR INFLOW COMPUTATIONS (1) NEUSE RIVER BASIN, N.C. FALLS LAKE MARCH 1995 ELEVATION,NGVD29 TOTAL CHANGE IN CONTENTS FLOW, CFS ________________ __________________ _________ (2) NORMAL RESERVOIR CONTENTS ACRE - DAY-SEC-FEET (3) WATER DATE LEVEL LEVEL AF FEET STORED DRAWDOWN OUTFLOW SUPPLY INFLOW ____ _____ _________ ________ _____ ______ ________ _______ ______ ______ 250.10 250.95 119155. 1 250.10 252.17 134377. 15222. 7674. 153. 58. 7885 2 250.10 252.41 137531. 3154. 1590. 1052. 30. 2672 3 250.10 252.27 135691. -1840. -928. 2262. 35. 1369 4 250.10 252.05 132801. -2890. -1457. 2674. 72. 1289 5 250.10 251.81 129786. -3015. -1520. 2639. 53. 1172 6 250.10 251.56 126684. -3102. -1564. 2660. 44. 1140 7 250.10 251.41 124823. -1861. -938. 2023. 45. 1130 8 250.10 251.91 131027. 6204. 3128. 541. 52. 3721 9 250.10 252.83 143049. 12022. 6061. 1077. 25. 7163 10 250.10 252.73 141735. -1314. -662. 2337. 47. 1722 11 250.10 252.46 138187. -3548. -1789. 2736. 77. 1024 12 250.10 252.14 133983. -4204. -2120. 2728. 46. 654 13 250.10 251.81 129786. -4197. -2116. 2720. 16. 620 14 250.10 251.42 124947. -4839. -2440. 2710. 57. 327 15 250.10 251.02 119983. -4964. -2503. 2650. 85. 232 16 250.10 250.74 116717. -3266. -1647. 2213. 40. 606 17 250.10 250.68 116020. -697. -351. 922. 56. 627 18 250.10 250.67 115904. -116. -58. 326. 41. 309 19 250.10 250.62 115324. -580. -292. 297. 48. 53 20 250.10 250.64 115556. 232. 117. 297. 45. 459 21 250.10 250.70 116253. 697. 351. 326. 48. 725 22 250.10 250.68 116020. -233. -117. 297. 62. 242 23 250.10 250.74 116717. 697. 351. 297. 19. 667 24 250.10 250.74 116717. 0. 0. 297. 43. 340 25 250.10 250.69 116137. -580. -292. 297. 90. 95 26 250.10 250.58 114860. -1277. -644. 297. 50. -297 27 250.10 250.60 115092. 232. 117. 297. 62. 476 28 250.10 250.52 114163. -929. -468. 297. 43. -128 29 250.10 250.48 113699. -464. -234. 151. 61. -22 30 250.10 250.56 114627. 928. 468. 151. 18. 637 31 250.10 250.50 113931. -696. -351. 151. 82. -118 TOTAL FOR MONTH................ -5224. 19857. -22491. 37875. 1550. 36791. NET CHANGE IN DAY-SECOND-FEET.. -2634. -2634. 2634. AVERAGE FLOW IN C.F.S.......... -85. 1222. 50. 1187. CHANGE IN CONTENTS FOR MO.(4).. -5224. (1) COMPUTATIONS BASED ON THE DECEMBER 1985 CAPACITY TABLE. (2) BY 24-HOUR CLOCK, TIME IS 2400 OF DAY INDICATED UNLESS OTHERWISE NOTED. AVERAGE FLOW OR CHANGE IN RESERVOIR CONTENTS ARE FOR PERIOD ENDING AT TIME INDICATED. (3) BASED ON PROJECT RECORDS. DOES NOT INCLUDE EVAPORATION LOSSES. ALSO, OUTFLOW DOES NOT INCLUDE RALEIGH WATER SUPPLY WITHDRAWALS (SEE NEXT COLUMN). (4) BASED ON TOTAL CONTENTS AT BEGINNING AND END OF MONTH. RESERVOIR INFLOW COMPUTATIONS (1) NEUSE RIVER BASIN, N.C. FALLS LAKE APRIL 1995 ELEVATION,NGVD29 TOTAL CHANGE IN CONTENTS FLOW, CFS ________________ __________________ _________ (2) NORMAL RESERVOIR CONTENTS ACRE - DAY-SEC-FEET (3) WATER DATE LEVEL LEVEL AF FEET STORED DRAWDOWN OUTFLOW SUPPLY INFLOW ____ _____ _________ ________ _____ ______ ________ _______ ______ ______ 250.10 250.50 113931. 1 250.13 250.45 113351. -580. -292. 151. 86. -55 2 250.15 250.45 113351. 0. 0. 151. 78. 229 3 250.18 250.37 112422. -929. -468. 151. 50. -267 4 250.21 250.43 113118. 696. 351. 151. 58. 560 5 250.23 250.37 112422. -696. -351. 151. 59. -141 6 250.26 250.40 112770. 348. 175. 151. 40. 366 7 250.29 250.40 112770. 0. 0. 119. 85. 204 8 250.31 250.37 112422. -348. -175. 96. 62. -17 9 250.34 250.28 111377. -1045. -527. 96. 76. -355 10 250.37 250.27 111261. -116. -58. 96. 79. 117 11 250.39 250.26 111145. -116. -58. 96. 43. 81 12 250.42 250.33 111958. 813. 410. 96. 60. 566 13 250.45 250.50 113931. 1973. 995. 96. 57. 1148 14 250.47 250.44 113235. -696. -351. 96. 42. -213 15 250.50 250.41 112886. -349. -176. 96. 50. -30 16 250.53 250.41 112886. 0. 0. 96. 52. 148 17 250.57 250.40 112770. -116. -58. 96. 48. 86 18 250.60 250.33 111958. -812. -409. 96. 73. -240 19 250.63 250.38 112538. 580. 292. 96. 63. 451 20 250.67 250.35 112190. -348. -175. 96. 63. -16 21 250.70 250.32 111842. -348. -175. 96. 66. -13 22 250.73 250.33 111958. 116. 58. 96. 75. 229 23 250.77 250.29 111493. -465. -234. 96. 64. -74 24 250.80 250.33 111958. 465. 234. 96. 56. 386 25 250.83 250.27 111261. -697. -351. 96. 39. -216 26 250.87 250.21 110565. -696. -351. 96. 75. -180 27 250.90 250.22 110681. 116. 58. 96. 45. 199 28 250.93 250.22 110681. 0. 0. 96. 56. 152 29 250.97 250.19 110333. -348. -175. 96. 92. 13 30 251.00 250.15 109868. -465. -234. 96. 74. -64 TOTAL FOR MONTH................ -4063. 2573. -4618. 3233. 1866. 3054. NET CHANGE IN DAY-SECOND-FEET.. -2048. -2045. 2045. AVERAGE FLOW IN C.F.S.......... -68. 108. 62. 102. CHANGE IN CONTENTS FOR MO.(4).. -4063. (1) COMPUTATIONS BASED ON THE DECEMBER 1985 CAPACITY TABLE. (2) BY 24-HOUR CLOCK, TIME IS 2400 OF DAY INDICATED UNLESS OTHERWISE NOTED. AVERAGE FLOW OR CHANGE IN RESERVOIR CONTENTS ARE FOR PERIOD ENDING AT TIME INDICATED. (3) BASED ON PROJECT RECORDS. DOES NOT INCLUDE EVAPORATION LOSSES. ALSO, OUTFLOW DOES NOT INCLUDE RALEIGH WATER SUPPLY WITHDRAWALS (SEE NEXT COLUMN). (4) BASED ON TOTAL CONTENTS AT BEGINNING AND END OF MONTH. RESERVOIR INFLOW COMPUTATIONS (1) NEUSE RIVER BASIN, N.C. FALLS LAKE MAY 1995 ELEVATION,NGVD29 TOTAL CHANGE IN CONTENTS FLOW, CFS ________________ __________________ _________ (2) NORMAL RESERVOIR CONTENTS ACRE - DAY-SEC-FEET (3) WATER DATE LEVEL LEVEL AF FEET STORED DRAWDOWN OUTFLOW SUPPLY INFLOW ____ _____ _________ ________ _____ ______ ________ _______ ______ ______ 251.00 250.15 109868. 1 251.00 250.13 109636. -232. -117. 96. 65. 44 2 251.00 250.21 110565. 929. 468. 96. 55. 619 3 251.00 250.17 110100. -465. -234. 96. 49. -89 4 251.00 250.17 110100. 0. 0. 98. 38. 136 5 251.00 250.14 109752. -348. -175. 96. 56. -23 6 251.00 250.14 109752. 0. 0. 96. 90. 186 7 251.00 250.10 109288. -464. -234. 96. 53. -85 8 251.00 250.06 108823. -465. -234. 96. 76. -62 9 251.00 250.02 108359. -464. -234. 96. 58. -80 10 251.00 250.07 108940. 581. 293. 96. 54. 443 11 251.00 250.09 109172. 232. 117. 96. 36. 249 12 251.00 250.15 109868. 696. 351. 96. 86. 533 13 251.00 250.15 109868. 0. 0. 96. 59. 155 14 251.00 250.07 108940. -928. -468. 96. 42. -330 15 251.00 250.04 108591. -349. -176. 96. 52. -28 16 251.00 249.96 107694. -897. -452. 96. 44. -312 17 251.00 249.96 107694. 0. 0. 96. 69. 165 18 251.00 249.96 107694. 0. 0. 96. 31. 127 19 251.00 249.99 108019. 325. 164. 96. 86. 346 20 251.00 249.96 107694. -325. -164. 96. 64. -4 21 251.00 249.93 107370. -324. -163. 96. 49. -18 22 251.00 249.92 107262. -108. -54. 96. 57. 99 23 251.00 249.86 106613. -649. -327. 96. 63. -168 24 251.00 249.82 106181. -432. -218. 96. 73. -49 25 251.00 249.80 105964. -217. -109. 113. 66. 70 26 251.00 249.82 106181. 217. 109. 155. 80. 344 27 251.00 249.81 106073. -108. -54. 178. 61. 185 28 251.00 250.02 108359. 2286. 1153. 179. 39. 1371 29 251.00 250.10 109288. 929. 468. 179. 40. 687 30 251.00 250.11 109404. 116. 58. 143. 50. 251 31 251.00 250.09 109172. -232. -117. 123. 69. 75 TOTAL FOR MONTH................ -696. 3181. -3530. 3376. 1810. 4837. NET CHANGE IN DAY-SECOND-FEET.. -351. -349. 349. AVERAGE FLOW IN C.F.S.......... -11. 109. 58. 156. CHANGE IN CONTENTS FOR MO.(4).. -696. (1) COMPUTATIONS BASED ON THE DECEMBER 1985 CAPACITY TABLE. (2) BY 24-HOUR CLOCK, TIME IS 2400 OF DAY INDICATED UNLESS OTHERWISE NOTED. AVERAGE FLOW OR CHANGE IN RESERVOIR CONTENTS ARE FOR PERIOD ENDING AT TIME INDICATED. (3) BASED ON PROJECT RECORDS. DOES NOT INCLUDE EVAPORATION LOSSES. ALSO, OUTFLOW DOES NOT INCLUDE RALEIGH WATER SUPPLY WITHDRAWALS (SEE NEXT COLUMN). (4) BASED ON TOTAL CONTENTS AT BEGINNING AND END OF MONTH. RESERVOIR INFLOW COMPUTATIONS (1) NEUSE RIVER BASIN, N.C. FALLS LAKE JUNE 1995 ELEVATION,NGVD29 TOTAL CHANGE IN CONTENTS FLOW, CFS ________________ __________________ _________ (2) NORMAL RESERVOIR CONTENTS ACRE - DAY-SEC-FEET (3) WATER DATE LEVEL LEVEL AF FEET STORED DRAWDOWN OUTFLOW SUPPLY INFLOW ____ _____ _________ ________ _____ ______ ________ _______ ______ ______ 251.00 250.09 109172. 1 251.00 250.06 108823. -349. -176. 123. 62. 9 2 251.00 250.12 109520. 697. 351. 123. 43. 517 3 251.00 250.36 112306. 2786. 1405. 123. 58. 1586 4 251.00 250.45 113351. 1045. 527. 123. 42. 692 5 251.00 250.46 113467. 116. 58. 123. 56. 237 6 251.00 250.62 115324. 1857. 936. 123. 41. 1100 7 251.00 250.64 115556. 232. 117. 123. 47. 287 8 251.00 250.68 116020. 464. 234. 123. 62. 419 9 251.00 250.68 116020. 0. 0. 123. 60. 183 10 251.00 250.79 117297. 1277. 644. 123. 29. 796 11 251.00 250.94 119039. 1742. 878. 124. 50. 1052 12 251.00 251.17 121845. 2806. 1415. 124. 47. 1586 13 251.00 251.32 123706. 1861. 938. 124. 44. 1106 14 251.00 251.35 124078. 372. 188. 124. 41. 353 15 251.00 251.36 124202. 124. 63. 124. 41. 228 16 251.00 251.32 123706. -496. -250. 124. 49. -77 17 251.00 251.31 123582. -124. -63. 124. 50. 111 18 251.00 251.28 123210. -372. -188. 124. 46. -18 19 251.00 251.21 122341. -869. -438. 750. 56. 368 20 251.00 251.06 120480. -1861. -938. 943. 46. 51 21 251.00 251.00 119735. -745. -376. 296. 35. -45 22 251.00 251.02 119983. 248. 125. 124. 40. 289 23 251.00 251.62 127429. 7446. 3754. 124. 49. 3927 24 251.00 251.95 131524. 4095. 2065. 676. 54. 2795 25 251.00 251.96 131648. 124. 63. 1070. 42. 1175 26 251.00 251.94 131399. -249. -126. 1492. 50. 1416 27 251.00 252.07 133064. 1665. 839. 2086. 41. 2966 28 251.00 251.85 130283. -2781. -1402. 2668. 44. 1310 29 251.00 254.36 164073. 33790. 17036. 2484. 47. 19567 30 251.00 255.98 187599. 23526. 11861. 2153. 38. 14052 TOTAL FOR MONTH................ 78427. 43497. -3957. 17088. 1410. 58038. NET CHANGE IN DAY-SECOND-FEET.. 39541. 39540. 39540. AVERAGE FLOW IN C.F.S.......... 1318. 570. 47. 1935. CHANGE IN CONTENTS FOR MO.(4).. 78427. (1) COMPUTATIONS BASED ON THE DECEMBER 1985 CAPACITY TABLE. (2) BY 24-HOUR CLOCK, TIME IS 2400 OF DAY INDICATED UNLESS OTHERWISE NOTED. AVERAGE FLOW OR CHANGE IN RESERVOIR CONTENTS ARE FOR PERIOD ENDING AT TIME INDICATED. (3) BASED ON PROJECT RECORDS. DOES NOT INCLUDE EVAPORATION LOSSES. ALSO, OUTFLOW DOES NOT INCLUDE RALEIGH WATER SUPPLY WITHDRAWALS (SEE NEXT COLUMN). (4) BASED ON TOTAL CONTENTS AT BEGINNING AND END OF MONTH. RESERVOIR INFLOW COMPUTATIONS (1) NEUSE RIVER BASIN, N.C. FALLS LAKE JULY 1995 ELEVATION,NGVD29 TOTAL CHANGE IN CONTENTS FLOW, CFS ________________ __________________ _________ (2) NORMAL RESERVOIR CONTENTS ACRE - DAY-SEC-FEET (3) WATER DATE LEVEL LEVEL AF FEET STORED DRAWDOWN OUTFLOW SUPPLY INFLOW ____ _____ _________ ________ _____ ______ ________ _______ ______ ______ 251.00 255.98 187599. 1 251.00 255.86 185829. -1770. -892. 3735. 47. 2890 2 251.00 255.78 184649. -1180. -595. 3910. 33. 3348 3 251.00 255.35 178306. -6343. -3198. 3984. 37. 823 4 251.00 254.89 171585. -6721. -3389. 4020. 46. 677 5 251.00 254.51 166199. -5386. -2715. 4005. 46. 1336 6 251.00 254.11 160530. -5669. -2858. 3796. 49. 987 7 251.00 253.78 155959. -4571. -2305. 2747. 37. 479 8 251.00 253.51 152263. -3696. -1863. 2978. 49. 1164 9 251.00 253.10 146651. -5612. -2829. 2834. 56. 61 10 251.00 252.61 140158. -6493. -3274. 2877. 41. -356 11 251.00 252.25 135429. -4729. -2384. 2944. 54. 614 12 251.00 251.78 129414. -6015. -3033. 2932. 54. -47 13 251.00 251.40 124699. -4715. -2377. 2440. 39. 102 14 251.00 251.19 122093. -2606. -1314. 1309. 59. 54 15 251.00 251.10 120976. -1117. -563. 501. 76. 14 16 251.00 251.01 119859. -1117. -563. 385. 55. -123 17 251.00 250.97 119387. -472. -238. 327. 46. 135 18 251.00 250.96 119271. -116. -58. 210. 75. 227 19 251.00 250.88 118342. -929. -468. 152. 93. -223 20 251.00 250.84 117878. -464. -234. 152. 79. -3 21 251.00 250.84 117878. 0. 0. 152. 74. 226 22 251.00 250.78 117181. -697. -351. 152. 52. -147 23 251.00 250.80 117413. 232. 117. 152. 59. 328 24 251.00 250.82 117646. 233. 117. 152. 62. 331 25 251.00 251.04 120231. 2585. 1303. 152. 75. 1530 26 251.00 251.08 120728. 497. 251. 152. 81. 484 27 251.00 251.05 120355. -373. -188. 152. 48. 12 28 251.00 251.02 119983. -372. -188. 152. 61. 25 29 251.00 251.02 119983. 0. 0. 152. 85. 237 30 251.00 250.98 119503. -480. -242. 152. 86. -4 31 251.00 250.98 119503. 0. 0. 152. 32. 184 TOTAL FOR MONTH................-68096. 1788. -36119. 47910. 1786. 15365. NET CHANGE IN DAY-SECOND-FEET..-34332. -34331. 34331. AVERAGE FLOW IN C.F.S.......... -1107. 1545. 58. 496. CHANGE IN CONTENTS FOR MO.(4)..-68096. (1) COMPUTATIONS BASED ON THE DECEMBER 1985 CAPACITY TABLE. (2) BY 24-HOUR CLOCK, TIME IS 2400 OF DAY INDICATED UNLESS OTHERWISE NOTED. AVERAGE FLOW OR CHANGE IN RESERVOIR CONTENTS ARE FOR PERIOD ENDING AT TIME INDICATED. (3) BASED ON PROJECT RECORDS. DOES NOT INCLUDE EVAPORATION LOSSES. ALSO, OUTFLOW DOES NOT INCLUDE RALEIGH WATER SUPPLY WITHDRAWALS (SEE NEXT COLUMN). (4) BASED ON TOTAL CONTENTS AT BEGINNING AND END OF MONTH. RESERVOIR INFLOW COMPUTATIONS (1) NEUSE RIVER BASIN, N.C. FALLS LAKE AUGUST 1995 ELEVATION,NGVD29 TOTAL CHANGE IN CONTENTS FLOW, CFS ________________ __________________ _________ (2) NORMAL RESERVOIR CONTENTS ACRE - DAY-SEC-FEET (3) WATER DATE LEVEL LEVEL AF FEET STORED DRAWDOWN OUTFLOW SUPPLY INFLOW ____ _____ _________ ________ _____ ______ ________ _______ ______ ______ 251.00 250.98 119503. 1 251.00 250.94 119039. -464. -234. 152. 61. -21 2 251.00 250.89 118458. -581. -293. 152. 65. -76 3 251.00 250.83 117762. -696. -351. 152. 54. -145 4 251.00 250.81 117529. -233. -117. 152. 66. 101 5 251.00 250.76 116949. -580. -292. 152. 95. -45 6 251.00 250.76 116949. 0. 0. 152. 98. 250 7 251.00 250.65 115672. -1277. -644. 151. 85. -408 8 251.00 250.62 115324. -348. -175. 151. 79. 55 9 251.00 250.56 114627. -697. -351. 151. 68. -132 10 251.00 250.54 114395. -232. -117. 151. 58. 92 11 251.00 250.51 114047. -348. -175. 151. 58. 34 12 251.00 250.47 113583. -464. -234. 151. 97. 14 13 251.00 250.42 113002. -581. -293. 151. 95. -47 14 251.00 250.38 112538. -464. -234. 151. 71. -12 15 251.00 250.28 111377. -1161. -585. 370. 100. -115 16 251.00 250.23 110797. -580. -292. 299. 90. 97 17 251.00 250.18 110216. -581. -293. 151. 77. -65 18 251.00 250.11 109404. -812. -409. 151. 92. -166 19 251.00 250.05 108707. -697. -351. 151. 98. -102 20 251.00 250.01 108243. -464. -234. 150. 95. 11 21 251.00 249.99 108019. -224. -113. 150. 77. 114 22 251.00 249.94 107478. -541. -273. 150. 93. -30 23 251.00 249.89 106938. -540. -272. 150. 81. -41 24 251.00 249.87 106721. -217. -109. 150. 84. 125 25 251.00 249.87 106721. 0. 0. 150. 85. 235 26 251.00 249.91 107154. 433. 218. 150. 74. 442 27 251.00 250.17 110100. 2946. 1485. 150. 60. 1695 28 251.00 250.55 114511. 4411. 2224. 151. 51. 2426 29 251.00 250.56 114627. 116. 58. 151. 93. 302 30 251.00 250.55 114511. -116. -58. 151. 90. 183 31 251.00 250.51 114047. -464. -234. 151. 65. -18 TOTAL FOR MONTH................ -5456. 3985. -6733. 5046. 2455. 4753. NET CHANGE IN DAY-SECOND-FEET.. -2751. -2748. 2748. AVERAGE FLOW IN C.F.S.......... -89. 163. 79. 153. CHANGE IN CONTENTS FOR MO.(4).. -5456. (1) COMPUTATIONS BASED ON THE DECEMBER 1985 CAPACITY TABLE. (2) BY 24-HOUR CLOCK, TIME IS 2400 OF DAY INDICATED UNLESS OTHERWISE NOTED. AVERAGE FLOW OR CHANGE IN RESERVOIR CONTENTS ARE FOR PERIOD ENDING AT TIME INDICATED. (3) BASED ON PROJECT RECORDS. DOES NOT INCLUDE EVAPORATION LOSSES. ALSO, OUTFLOW DOES NOT INCLUDE RALEIGH WATER SUPPLY WITHDRAWALS (SEE NEXT COLUMN). (4) BASED ON TOTAL CONTENTS AT BEGINNING AND END OF MONTH. RESERVOIR INFLOW COMPUTATIONS (1) NEUSE RIVER BASIN, N.C. FALLS LAKE SEPTEMBER 1995 ELEVATION,NGVD29 TOTAL CHANGE IN CONTENTS FLOW, CFS ________________ __________________ _________ (2) NORMAL RESERVOIR CONTENTS ACRE - DAY-SEC-FEET (3) WATER DATE LEVEL LEVEL AF FEET STORED DRAWDOWN OUTFLOW SUPPLY INFLOW ____ _____ _________ ________ _____ ______ ________ _______ ______ ______ 251.00 250.51 114047. 1 251.00 250.48 113699. -348. -175. 151. 79. 55 2 251.00 250.48 113699. 0. 0. 151. 71. 222 3 251.00 250.42 113002. -697. -351. 151. 38. -162 4 251.00 250.39 112654. -348. -175. 151. 71. 47 5 251.00 250.33 111958. -696. -351. 151. 47. -153 6 251.00 250.28 111377. -581. -293. 151. 77. -65 7 251.00 250.27 111261. -116. -58. 151. 70. 163 8 251.00 250.22 110681. -580. -292. 151. 80. -61 9 251.00 250.18 110216. -465. -234. 151. 75. -8 10 251.00 250.12 109520. -696. -351. 151. 71. -129 11 251.00 250.09 109172. -348. -175. 151. 66. 42 12 251.00 250.04 108591. -581. -293. 151. 89. -53 13 251.00 250.00 108127. -464. -234. 150. 68. -16 14 251.00 249.97 107803. -324. -163. 150. 74. 61 15 251.00 249.87 106721. -1082. -546. 150. 81. -315 16 251.00 249.85 106505. -216. -109. 150. 90. 131 17 251.00 249.85 106505. 0. 0. 150. 58. 208 18 251.00 249.79 105856. -649. -327. 150. 67. -110 19 251.00 249.75 105424. -432. -218. 150. 79. 11 20 251.00 249.69 104775. -649. -327. 150. 92. -85 21 251.00 249.67 104559. -216. -109. 150. 77. 118 22 251.00 249.67 104559. 0. 0. 150. 69. 219 23 251.00 249.69 104775. 216. 109. 150. 59. 318 24 251.00 249.63 104126. -649. -327. 150. 78. -99 25 251.00 249.60 103802. -324. -163. 150. 61. 48 26 251.00 249.55 103261. -541. -273. 150. 70. -53 27 251.00 249.52 102937. -324. -163. 150. 63. 50 28 251.00 249.48 102504. -433. -218. 150. 84. 16 29 251.00 249.43 101964. -540. -272. 150. 65. -57 30 251.00 249.40 101639. -325. -164. 149. 72. 57 TOTAL FOR MONTH................-12408. 109. -6361. 4511. 2141. 400. NET CHANGE IN DAY-SECOND-FEET.. -6256. -6252. 6252. AVERAGE FLOW IN C.F.S.......... -208. 150. 71. 13. CHANGE IN CONTENTS FOR MO.(4)..-12408. (1) COMPUTATIONS BASED ON THE DECEMBER 1985 CAPACITY TABLE. (2) BY 24-HOUR CLOCK, TIME IS 2400 OF DAY INDICATED UNLESS OTHERWISE NOTED. AVERAGE FLOW OR CHANGE IN RESERVOIR CONTENTS ARE FOR PERIOD ENDING AT TIME INDICATED. (3) BASED ON PROJECT RECORDS. DOES NOT INCLUDE EVAPORATION LOSSES. ALSO, OUTFLOW DOES NOT INCLUDE RALEIGH WATER SUPPLY WITHDRAWALS (SEE NEXT COLUMN). (4) BASED ON TOTAL CONTENTS AT BEGINNING AND END OF MONTH. RESERVOIR INFLOW COMPUTATIONS (1) NEUSE RIVER BASIN, N.C. FALLS LAKE OCTOBER 1995 ELEVATION,NGVD29 TOTAL CHANGE IN CONTENTS FLOW, CFS ________________ __________________ _________ (2) NORMAL RESERVOIR CONTENTS ACRE - DAY-SEC-FEET (3) WATER DATE LEVEL LEVEL AF FEET STORED DRAWDOWN OUTFLOW SUPPLY INFLOW ____ _____ _________ ________ _____ ______ ________ _______ ______ ______ 251.00 249.40 101639. 1 250.97 249.35 101099. -540. -272. 149. 66. -57 2 250.93 249.32 100774. -325. -164. 149. 69. 54 3 250.90 249.28 100342. -432. -218. 149. 68. -1 4 250.87 250.06 108823. 8481. 4276. 150. 59. 4485 5 250.83 250.87 118226. 9403. 4741. 151. 51. 4943 6 250.80 251.14 121472. 3246. 1637. 152. 64. 1853 7 250.77 251.22 122465. 993. 501. 152. 76. 729 8 250.73 251.20 122217. -248. -125. 152. 41. 68 9 250.70 251.17 121845. -372. -188. 152. 44. 8 10 250.67 251.15 121596. -249. -126. 152. 56. 82 11 250.63 251.12 121224. -372. -188. 152. 70. 34 12 250.60 251.07 120604. -620. -313. 152. 66. -95 13 250.57 251.03 120107. -497. -251. 152. 62. -37 14 250.53 251.08 120728. 621. 313. 152. 46. 511 15 250.50 251.23 122589. 1861. 938. 152. 56. 1146 16 250.48 251.20 122217. -372. -188. 152. 58. 22 17 250.45 251.18 121969. -248. -125. 152. 49. 76 18 250.43 251.16 121720. -249. -126. 152. 59. 85 19 250.40 251.14 121472. -248. -125. 152. 54. 81 20 250.38 251.24 122713. 1241. 626. 152. 62. 840 21 250.35 251.92 131151. 8438. 4254. 686. 48. 4988 22 250.33 252.28 135823. 4672. 2355. 1140. 69. 3564 23 250.30 252.22 135034. -789. -398. 1298. 46. 946 24 250.28 252.09 133326. -1708. -861. 1624. 59. 822 25 250.25 251.92 131151. -2175. -1097. 1621. 69. 593 26 250.23 251.74 128918. -2233. -1126. 1619. 59. 552 27 250.20 251.63 127553. -1365. -688. 1606. 51. 969 28 250.18 252.01 132275. 4722. 2381. 1686. 52. 4119 29 250.15 252.10 133458. 1183. 573.(5) 2460. 58. 3091 30 250.13 251.96 131648. -1810. -913. 2273. 60. 1420 31 250.10 251.66 127925. -3723. -1877. 2454. 63. 640 TOTAL FOR MONTH................ 26286. 22595. -9369. 21495. 1810. 36531. NET CHANGE IN DAY-SECOND-FEET.. 13226. 13226. 13226. AVERAGE FLOW IN C.F.S.......... 427. 693. 58. 1178. CHANGE IN CONTENTS FOR MO.(4).. 26286. (1) COMPUTATIONS BASED ON THE DECEMBER 1985 CAPACITY TABLE. (2) BY 24-HOUR CLOCK, TIME IS 2400 OF DAY INDICATED UNLESS OTHERWISE NOTED. AVERAGE FLOW OR CHANGE IN RESERVOIR CONTENTS ARE FOR PERIOD ENDING AT TIME INDICATED. (3) BASED ON PROJECT RECORDS. DOES NOT INCLUDE EVAPORATION LOSSES. ALSO, OUTFLOW DOES NOT INCLUDE RALEIGH WATER SUPPLY WITHDRAWALS (SEE NEXT COLUMN). (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) NEUSE RIVER BASIN, N.C. FALLS LAKE November 1995 ELEVATION,NGVD29 TOTAL CHANGE IN CONTENTS FLOW, CFS ________________ __________________ _________ (2) NORMAL RESERVOIR CONTENTS ACRE - DAY-SEC-FEET (3) WATER DATE LEVEL LEVEL AF FEET STORED DRAWDOWN OUTFLOW SUPPLY INFLOW ____ _____ _________ ________ _____ ______ ________ _______ ______ ______ 250.10 251.66 127925. 1 250.10 251.37 124326. -3599. -1814. 2341. 47. 574 2 250.10 251.34 123954. -372. -188. 2194. 34. 2040 3 250.10 251.31 123582. -372. -188. 1914. 52. 1778 4 250.10 251.07 120604. -2978. -1501. 1912. 72. 483 5 250.10 250.84 117878. -2726. -1374. 1908. 55. 589 6 250.10 250.60 115092. -2786. -1405. 1880. 36. 511 7 250.10 251.19 122093. 7001. 3530. 1243. 60. 4833 8 250.10 252.24 135297. 13204. 6657. 176. 61. 6894 9 250.10 252.18 134509. -788. -397. 1705. 57. 1365 10 250.10 251.81 129786. -4723. -2381. 3034. 57. 710 11 250.10 251.90 130903. 1117. 563. 2076. 46. 2685 12 250.10 252.62 140290. 9387. 4733. 1644. 55. 6432 13 250.10 252.48 138450. -1840. -928. 3052. 51. 2175 14 250.10 252.21 134903. -3547. -1788. 3033. 51. 1296 15 250.10 251.90 130903. -4000. -2017. 3024. 57. 1064 16 250.10 251.52 126188. -4715. -2377. 3012. 45. 680 17 250.10 251.09 120852. -5336. -2690. 2991. 60. 361 18 250.10 250.64 115556. -5296. -2670. 2985. 58. 373 19 250.10 250.18 110216. -5340. -2692. 2969. 56. 333 20 250.10 250.02 108359. -1857. -936. 1202. 41. 307 21 250.10 250.03 108475. 116. 58. 153. 71. 282 22 250.10 249.97 107803. -672. -339. 153. 55. -131 23 250.10 250.01 108243. 440. 222. 153. 51. 426 24 250.10 250.04 108591. 348. 175. 150. 49. 374 25 250.10 250.09 109172. 581. 293. 151. 37. 481 26 250.10 250.17 110100. 928. 468. 176. 47. 691 27 250.10 250.17 110100. 0. 0. 173. 55. 228 28 250.10 250.19 110333. 233. 117. 173. 58. 348 29 250.10 250.22 110681. 348. 175. 173. 60. 408 30 250.10 250.23 110797. 116. 58. 173. 40. 271 TOTAL FOR MONTH................-17128. 17049. -25685. 45923. 1574. 38861. NET CHANGE IN DAY-SECOND-FEET.. -8635. -8636. 8636. AVERAGE FLOW IN C.F.S.......... -288. 1531. 52. 1295. CHANGE IN CONTENTS FOR MO.(4)..-17128. (1) COMPUTATIONS BASED ON THE DECEMBER 1985 CAPACITY TABLE. (2) BY 24-HOUR CLOCK, TIME IS 2400 OF DAY INDICATED UNLESS OTHERWISE NOTED. AVERAGE FLOW OR CHANGE IN RESERVOIR CONTENTS ARE FOR PERIOD ENDING AT TIME INDICATED. (3) BASED ON PROJECT RECORDS. DOES NOT INCLUDE EVAPORATION LOSSES. ALSO, OUTFLOW DOES NOT INCLUDE RALEIGH WATER SUPPLY WITHDRAWALS (SEE NEXT COLUMN). (4) BASED ON TOTAL CONTENTS AT BEGINNING AND END OF MONTH. RESERVOIR INFLOW COMPUTATIONS (1) NEUSE RIVER BASIN, N.C. FALLS LAKE December 1995 ELEVATION,NGVD29 TOTAL CHANGE IN CONTENTS FLOW, CFS ________________ __________________ _________ (2) NORMAL RESERVOIR CONTENTS ACRE - DAY-SEC-FEET (3) WATER DATE LEVEL LEVEL AF FEET STORED DRAWDOWN OUTFLOW SUPPLY INFLOW ____ _____ _________ ________ _____ ______ ________ _______ ______ ______ 250.10 250.23 110797. 1 250.10 250.28 111377. 580. 292. 174. 53. 519 2 250.10 250.27 111261. -116. -58. 174. 61. 177 3 250.10 250.28 111377. 116. 58. 174. 61. 293 4 250.10 250.27 111261. -116. -58. 174. 52. 168 5 250.10 250.21 110565. -696. -351. 141. 70. -140 6 250.10 250.26 111145. 580. 292. 179. 45. 516 7 250.10 250.35 112190. 1045. 527. 182. 38. 747 8 250.10 250.36 112306. 116. 58. 159. 56. 273 9 250.10 250.90 118574. 6268. 3160. 151. 66. 3377 10 250.10 251.18 121969. 3395. 1712. 170. 54. 1936 11 250.10 251.12 121224. -745. -376. 187. 44. -145 12 250.10 251.27 123085. 1861. 938. 833. 53. 1824 13 250.10 251.16 121720. -1365. -688. 1164. 54. 530 14 250.10 251.06 120480. -1240. -625. 1164. 63. 602 15 250.10 250.99 119619. -861. -434. 1162. 61. 789 16 250.10 251.01 119859. 240. 121. 1162. 56. 1339 17 250.10 251.03 120107. 248. 125. 1162. 63. 1350 18 250.10 250.98 119503. -604. -305. 1587. 19. 1301 19 250.10 250.89 118458. -1045. -527. 2118. 52. 1643 20 250.10 250.58 114860. -3598. -1814. 2114. 78. 378 21 250.10 250.32 111842. -3018. -1522. 2110. 55. 643 22 250.10 250.16 109984. -1858. -937. 1010. 50. 123 23 250.10 250.26 111145. 1161. 585. 208. 56. 849 24 250.10 250.27 111261. 116. 58. 208. 45. 311 25 250.10 250.23 110797. -464. -234. 208. 33. 7 26 250.10 250.26 111145. 348. 175. 208. 23. 406 27 250.10 250.26 111145. 0. 0. 208. 75. 283 28 250.10 250.26 111145. 0. 0. 208. 67. 275 29 250.10 250.30 111609. 464. 234. 208. 37. 479 30 250.10 250.33 111958. 349. 176. 208. 51. 435 31 250.10 250.36 112306. 348. 175. 208. 42. 425 TOTAL FOR MONTH................ 1509. 8686. -7929. 19323. 1633. 21713. NET CHANGE IN DAY-SECOND-FEET.. 761. 757. 757. AVERAGE FLOW IN C.F.S.......... 24. 623. 53. 700. CHANGE IN CONTENTS FOR MO.(4).. 1509. (1) COMPUTATIONS BASED ON THE DECEMBER 1985 CAPACITY TABLE. (2) BY 24-HOUR CLOCK, TIME IS 2400 OF DAY INDICATED UNLESS OTHERWISE NOTED. AVERAGE FLOW OR CHANGE IN RESERVOIR CONTENTS ARE FOR PERIOD ENDING AT TIME INDICATED. (3) BASED ON PROJECT RECORDS. DOES NOT INCLUDE EVAPORATION LOSSES. ALSO, OUTFLOW DOES NOT INCLUDE RALEIGH WATER SUPPLY WITHDRAWALS (SEE NEXT COLUMN). (4) BASED ON TOTAL CONTENTS AT BEGINNING AND END OF MONTH. RESERVOIR INFLOW COMPUTATIONS (1) NEUSE RIVER BASIN, N.C. FALLS LAKE January 1996 ELEVATION,NGVD29 TOTAL CHANGE IN CONTENTS FLOW, CFS ________________ __________________ _________ (2) NORMAL RESERVOIR CONTENTS ACRE - DAY-SEC-FEET (3) WATER DATE LEVEL LEVEL AF FEET STORED DRAWDOWN OUTFLOW SUPPLY INFLOW ____ _____ _________ ________ _____ ______ ________ _______ ______ ______ 250.10 250.36 112306. 1 250.10 250.39 112654. 348. 175. 208. 59. 442 2 250.10 250.47 113583. 929. 468. 208. 24. 700 3 250.10 250.57 114744. 1161. 585. 209. 75. 869 4 250.10 250.50 113931. -813. -410. 209. 57. -144 5 250.10 250.55 114511. 580. 292. 209. 50. 551 6 250.10 250.58 114860. 349. 176. 209. 56. 441 7 250.10 250.75 116833. 1973. 995. 209. 33. 1237 8 250.10 250.91 118690. 1857. 936. 209. 52. 1197 9 250.10 250.84 117878. -812. -409. 515. 44. 150 10 250.10 250.72 116485. -1393. -702. 1120. 66. 484 11 250.10 250.53 114279. -2206. -1112. 1609. 29. 526 12 250.10 250.23 110797. -3482. -1756. 1844. 60. 148 13 250.10 250.06 108823. -1974. -995. 1668. 71. 744 14 250.10 249.93 107370. -1453. -733. 954. 48. 269 15 250.10 250.04 108591. 1221. 616. 480. 38. 1134 16 250.10 250.27 111261. 2670. 1346. 325. 50. 1721 17 250.10 250.42 113002. 1741. 878. 1082. 74. 2034 18 250.10 250.56 114627. 1625. 819. 2205. 60. 3084 19 250.10 251.73 128794. 14167. 7143. 2382. 54. 9579 20 250.10 252.17 134377. 5583. 2815. 3051. 61. 5927 21 250.10 251.88 130655. -3722. -1877. 3456. 62. 1641 22 250.10 251.48 125691. -4964. -2503. 3442. 41. 980 23 250.10 251.04 120231. -5460. -2753. 3428. 36. 711 24 250.10 250.84 117878. -2353. -1186. 2939. 78. 1831 25 250.10 250.71 116369. -1509. -761. 2677. 64. 1980 26 250.10 250.52 114163. -2206. -1112. 2071. 47. 1006 27 250.10 251.32 123706. 9543. 4811. 774. 48. 5633 28 250.10 251.54 126436. 2730. 1376. 2072. 68. 3516 29 250.10 251.29 123334. -3102. -1564. 3066. 29. 1531 30 250.10 251.01 119859. -3475. -1752. 3060. 56. 1364 31 250.10 250.71 116369. -3490. -1760. 2543. 79. 862 TOTAL FOR MONTH................ 4063. 23431. -21385. 48433. 1669. 52148. NET CHANGE IN DAY-SECOND-FEET.. 2048. 2046. 2046. AVERAGE FLOW IN C.F.S.......... 66. 1562. 54. 1682. CHANGE IN CONTENTS FOR MO.(4).. 4063. (1) COMPUTATIONS BASED ON THE DECEMBER 1985 CAPACITY TABLE. (2) BY 24-HOUR CLOCK, TIME IS 2400 OF DAY INDICATED UNLESS OTHERWISE NOTED. AVERAGE FLOW OR CHANGE IN RESERVOIR CONTENTS ARE FOR PERIOD ENDING AT TIME INDICATED. (3) BASED ON PROJECT RECORDS. DOES NOT INCLUDE EVAPORATION LOSSES. ALSO, OUTFLOW DOES NOT INCLUDE RALEIGH WATER SUPPLY WITHDRAWALS (SEE NEXT COLUMN). (4) BASED ON TOTAL CONTENTS AT BEGINNING AND END OF MONTH. RESERVOIR INFLOW COMPUTATIONS (1) NEUSE RIVER BASIN, N.C. FALLS LAKE FEBRUARY 1996 ELEVATION,NGVD29 TOTAL CHANGE IN CONTENTS FLOW, CFS ________________ __________________ _________ (2) NORMAL RESERVOIR CONTENTS ACRE - DAY-SEC-FEET (3) WATER DATE LEVEL LEVEL AF FEET STORED DRAWDOWN OUTFLOW SUPPLY INFLOW ____ _____ _________ ________ _____ ______ ________ _______ ______ ______ 250.10 250.71 116369. 1 250.10 250.45 113351. -3018. -1522. 2693. 50. 1221 2 250.10 250.93 118922. 5571. 2809. 1373. 43. 4225 3 250.10 251.22 122465. 3543. 1786. 926. 57. 2769 4 250.10 251.26 122961. 496. 250. 1476. 99. 1825 5 250.10 251.04 120231. -2730. -1376. 1801. 34. 459 6 250.10 250.82 117646. -2585. -1303. 2016. 77. 790 7 250.10 250.60 115092. -2554. -1288. 2008. 74. 794 8 250.10 250.55 114511. -581. -293. 2006. 73. 1786 9 250.10 250.65 115672. 1161. 585. 2006. 67. 2658 10 250.10 250.65 115672. 0. 0. 2008. 65. 2073 11 250.10 250.59 114976. -696. -351. 2006. 53. 1708 12 250.10 250.35 112190. -2786. -1405. 2004. 70. 669 13 250.10 250.21 110565. -1625. -819. 1163. 83. 427 14 250.10 250.24 110913. 348. 175. 496. 71. 742 15 250.10 250.25 111029. 116. 58. 562. 38. 658 16 250.10 250.37 112422. 1393. 702. 497. 48. 1247 17 250.10 250.33 111958. -464. -234. 497. 100. 363 18 250.10 250.34 112074. 116. 58. 497. 58. 613 19 250.10 250.35 112190. 116. 58. 497. 51. 606 20 250.10 250.74 116717. 4527. 2282. 498. 51. 2831 21 250.10 251.19 122093. 5376. 2710. 844. 88. 3642 22 250.10 251.10 120976. -1117. -563. 2065. 88. 1590 23 250.10 250.85 117994. -2982. -1503. 2434. 58. 989 24 250.10 250.59 114976. -3018. -1522. 2428. 45. 951 25 250.10 250.39 112654. -2322. -1171. 1838. 59. 726 26 250.10 250.32 111842. -812. -409. 1303. 74. 968 27 250.10 250.20 110449. -1393. -702. 1008. 74. 380 28 250.10 250.28 111377. 928. 468. 712. 70. 1250 29 250.10 250.19 110333. -1044. -526. 439. 30. -57 TOTAL FOR MONTH................ -6036. 11941. -14987. 40101. 1848. 38903. NET CHANGE IN DAY-SECOND-FEET.. -3043. -3046. 3046. AVERAGE FLOW IN C.F.S.......... -105. 1383. 64. 1341. CHANGE IN CONTENTS FOR MO.(4).. -6036. (1) COMPUTATIONS BASED ON THE DECEMBER 1985 CAPACITY TABLE. (2) BY 24-HOUR CLOCK, TIME IS 2400 OF DAY INDICATED UNLESS OTHERWISE NOTED. AVERAGE FLOW OR CHANGE IN RESERVOIR CONTENTS ARE FOR PERIOD ENDING AT TIME INDICATED. (3) BASED ON PROJECT RECORDS. DOES NOT INCLUDE EVAPORATION LOSSES. ALSO, OUTFLOW DOES NOT INCLUDE RALEIGH WATER SUPPLY WITHDRAWALS (SEE NEXT COLUMN). (4) BASED ON TOTAL CONTENTS AT BEGINNING AND END OF MONTH. RESERVOIR INFLOW COMPUTATIONS (1) NEUSE RIVER BASIN, N.C. FALLS LAKE MARCH 1996 ELEVATION,NGVD29 CHANGE IN CONTENTS FLOW, CFS ________________ __________________ _________ TOTAL (2) GUIDE RESERVOIR CONTENTS ACRE - DAY-SEC-FEET (3) WATER DATE CURVE LEVEL AF FEET STORED DRAWDOWN OUTFLOW SUPPLY INFLOW __________________________________________________________________________ 250.10 250.19 110333. 1 250.10 250.16 109984. -349. -176. 439. 49. 312 2 250.10 250.12 109520. -464. -234. 439. 88. 293 3 250.10 250.12 109520. 0. 0. 439. 93. 532 4 250.10 250.06 108823. -697. -351. 439. 37. 125 5 250.10 250.06 108823. 0. 0. 295. 43. 338 6 250.10 250.22 110681. 1858. 937. 208. 78. 1223 7 250.10 250.59 114976. 4295. 2165. 208. 79. 2452 8 250.10 251.21 122341. 7365. 3713. 209. 70. 3992 9 250.10 251.35 124078. 1737. 876. 974. 64. 1914 10 250.10 251.16 121720. -2358. -1189. 2022. 65. 898 11 250.10 250.98 119503. -2217. -1118. 2018. 21. 921 12 250.10 250.74 116717. -2786. -1405. 2014. 47. 656 13 250.10 250.49 113815. -2902. -1463. 2006. 86. 629 14 250.10 250.30 111609. -2206. -1112. 1707. 72. 667 15 250.10 250.26 111145. -464. -234. 1008. 66. 840 16 250.10 250.16 109984. -1161. -585. 1008. 59. 482 17 250.10 250.36 112306. 2322. 1171. 1008. 73. 2252 18 250.10 250.47 113583. 1277. 644. 1010. 44. 1698 19 250.10 250.79 117297. 3714. 1872. 1012. 69. 2953 20 250.10 251.28 123210. 5913. 2981. 2086. 63. 5130 21 250.10 251.02 119983. -3227. -1627. 2958. 29. 1360 22 250.10 250.96 119271. -712. -359. 2952. 72. 2665 23 250.10 250.37 112422. -6849. -3453. 2942. 79. -432 24 250.10 250.23 110797. -1625. -819. 1474. 57. 712 25 250.10 250.23 110797. 0. 0. 325. 71. 396 26 250.10 250.31 111725. 928. 468. 385. 54. 907 27 250.10 250.34 112074. 349. 176. 325. 75. 576 28 250.10 250.54 114395. 2321. 1170. 325. 46. 1541 29 250.10 250.73 116601. 2206. 1112. 596. 44. 1752 30 250.10 250.69 116137. -464. -234. 1470. 86. 1322 31 250.10 250.63 115440. -697. -351. 1470. 74. 1193 __________________________________________________________________________ TOTAL FOR MONTH................ 5107. 17285. -14710. 35771. 1953. 40299. NET CHANGE IN DAY-SECOND-FEET.. 2575. 2575. 2575. AVERAGE FLOW IN C.F.S.......... 83. 1154. 63. 1300. CHANGE IN CONTENTS FOR MO.(4).. 5107. (1) COMPUTATIONS BASED ON THE DECEMBER 1985 CAPACITY TABLE. (2) BY 24-HOUR CLOCK, TIME IS 2400 OF DAY INDICATED UNLESS OTHERWISE NOTED. AVERAGE FLOW OR CHANGE IN RESERVOIR CONTENTS ARE FOR PERIOD ENDING AT TIME INDICATED. (3) BASED ON PROJECT RECORDS. DOES NOT INCLUDE EVAPORATION LOSSES. ALSO, OUTFLOW DOES NOT INCLUDE RALEIGH WATER SUPPLY WITHDRAWALS (SEE NEXT COLUMN). (4) BASED ON TOTAL CONTENTS AT BEGINNING AND END OF MONTH. RESERVOIR INFLOW COMPUTATIONS (1) NEUSE RIVER BASIN, N.C. FALLS LAKE APRIL 1996 ELEVATION,NGVD29 CHANGE IN CONTENTS FLOW, CFS ________________ __________________ _________ TOTAL (2) GUIDE RESERVOIR CONTENTS ACRE - DAY-SEC-FEET (3) WATER DATE CURVE LEVEL AF FEET STORED DRAWDOWN OUTFLOW SUPPLY INFLOW __________________________________________________________________________ 250.10 250.63 115440. 1 250.13 250.71 116369. 929. 468. 1470. 25. 1963 2 250.16 250.71 116369. 0. 0. 1470. 57. 1527 3 250.19 250.67 115904. -465. -234. 1470. 82. 1318 4 250.22 250.57 114744. -1160. -585. 1468. 71. 954 5 250.25 250.50 113931. -813. -410. 1073. 75. 738 6 250.28 250.50 113931. 0. 0. 441. 60. 501 7 250.31 250.52 114163. 232. 122.(5) 441. 50. 613 8 250.34 250.55 114511. 348. 175. 441. 60. 676 9 250.37 250.77 117065. 2554. 1288. 441. 35. 1764 10 250.40 250.89 118458. 1393. 702. 442. 79. 1223 11 250.43 250.93 118922. 464. 234. 443. 57. 734 12 250.46 250.95 119155. 233. 117. 443. 78. 638 13 250.49 250.89 118458. -697. -351. 443. 63. 155 14 250.52 250.96 119271. 813. 410. 443. 73. 926 15 250.55 250.95 119155. -116. -58. 443. 54. 439 16 250.58 251.04 120231. 1076. 542. 443. 66. 1051 17 250.61 251.03 120107. -124. -63. 443. 61. 441 18 250.64 251.00 119735. -372. -188. 443. 37. 292 19 250.67 251.00 119735. 0. 0. 443. 58. 501 20 250.70 251.04 120231. 496. 250. 443. 91. 784 21 250.73 251.05 120355. 124. 63. 443. 87. 593 22 250.76 251.04 120231. -124. -63. 443. 51. 431 23 250.79 251.15 121596. 1365. 688. 443. 69. 1200 24 250.82 251.03 120107. -1489. -751. 443. 74. -234 25 250.85 250.93 118922. -1185. -597. 443. 43. -111 26 250.88 251.01 119859. 937. 472. 348. 60. 880 27 250.91 251.01 119859. 0. 0. 210. 87. 297 28 250.94 250.98 119503. -356. -179. 210. 73. 104 29 250.97 251.07 120604. 1101. 555. 210. 34. 799 30 251.00 251.78 129414. 8810. 4442. 210. 58. 4710 __________________________________________________________________________ TOTAL FOR MONTH................ 13974. 10528. -3479. 16990. 1868. 25907. NET CHANGE IN DAY-SECOND-FEET.. 7049. 7049. 7049. AVERAGE FLOW IN C.F.S.......... 235. 566. 62. 864. CHANGE IN CONTENTS FOR MO.(4).. 13974. (1) COMPUTATIONS BASED ON THE DECEMBER 1985 CAPACITY TABLE. (2) BY 24-HOUR CLOCK, TIME IS 2400 OF DAY INDICATED UNLESS OTHERWISE NOTED. AVERAGE FLOW OR CHANGE IN RESERVOIR CONTENTS ARE FOR PERIOD ENDING AT TIME INDICATED. (3) BASED ON PROJECT RECORDS. DOES NOT INCLUDE EVAPORATION LOSSES. ALSO, OUTFLOW DOES NOT INCLUDE RALEIGH WATER SUPPLY WITHDRAWALS (SEE NEXT COLUMN). (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) NEUSE RIVER BASIN, N.C. FALLS LAKE MAY 1996 ELEVATION,NGVD29 CHANGE IN CONTENTS FLOW, CFS ________________ __________________ _________ TOTAL (2) GUIDE RESERVOIR CONTENTS ACRE - DAY-SEC-FEET (3) WATER DATE CURVE LEVEL AF FEET STORED DRAWDOWN OUTFLOW SUPPLY INFLOW __________________________________________________________________________ 251.00 251.78 129414. 1 251.00 252.15 134115. 4701. 2370. 661. 89. 3120 2 251.00 251.98 131896. -2219. -1119. 2269. 59. 1209 3 251.00 251.65 127801. -4095. -2065. 2766. 60. 761 4 251.00 251.38 124450. -3351. -1689. 2758. 77. 1146 5 251.00 251.16 121720. -2730. -1376. 1781. 69. 474 6 251.00 251.18 121969. 249. 126. 1136. 69. 1331 7 251.00 251.30 123458. 1489. 751. 1136. 68. 1955 8 251.00 251.35 124078. 620. 313. 1136. 59. 1508 9 251.00 251.28 123210. -868. -438. 1136. 41. 739 10 251.00 251.20 122217. -993. -501. 806. 53. 358 11 251.00 251.21 122341. 124. 63. 501. 66. 630 12 251.00 251.12 121224. -1117. -563. 501. 77. 15 13 251.00 251.08 120728. -496. -250. 501. 56. 307 14 251.00 251.00 119735. -993. -501. 337. 73. -91 15 251.00 251.02 119983. 248. 125. 239. 65. 429 16 251.00 251.19 122093. 2110. 1064. 239. 41. 1344 17 251.00 251.27 123085. 992. 500. 857. 56. 1413 18 251.00 251.17 121845. -1240. -625. 1476. 84. 935 19 251.00 251.08 120728. -1117. -563. 872. 69. 378 20 251.00 251.02 119983. -745. -376. 501. 41. 166 21 251.00 250.95 119155. -828. -417. 500. 70. 153 22 251.00 250.91 118690. -465. -234. 329. 94. 189 23 251.00 250.87 118226. -464. -234. 182. 82. 30 24 251.00 250.84 117878. -348. -175. 152. 79. 56 25 251.00 250.82 117646. -232. -117. 152. 85. 120 26 251.00 250.82 117646. 0. 0. 152. 62. 214 27 251.00 250.81 117529. -117. -59. 152. 51. 144 28 251.00 250.98 119503. 1974. 995. 152. 82. 1229 29 251.00 251.37 124326. 4823. 2432. 152. 49. 2633 30 251.00 251.51 126064. 1738. 876. 153. 46. 1075 31 251.00 251.76 129166. 3102. 1564. 345. 62. 1971 __________________________________________________________________________ TOTAL FOR MONTH................ -248. 11179. -11302. 24030. 2034. 25941. NET CHANGE IN DAY-SECOND-FEET.. -125. -123. 123. AVERAGE FLOW IN C.F.S.......... -4. 775. 66. 837. CHANGE IN CONTENTS FOR MO.(4).. -248. (1) COMPUTATIONS BASED ON THE DECEMBER 1985 CAPACITY TABLE. (2) BY 24-HOUR CLOCK, TIME IS 2400 OF DAY INDICATED UNLESS OTHERWISE NOTED. AVERAGE FLOW OR CHANGE IN RESERVOIR CONTENTS ARE FOR PERIOD ENDING AT TIME INDICATED. (3) BASED ON PROJECT RECORDS. DOES NOT INCLUDE EVAPORATION LOSSES. ALSO, OUTFLOW DOES NOT INCLUDE RALEIGH WATER SUPPLY WITHDRAWALS (SEE NEXT COLUMN). (4) BASED ON TOTAL CONTENTS AT BEGINNING AND END OF MONTH. RESERVOIR INFLOW COMPUTATIONS (1) NEUSE RIVER BASIN, N.C. FALLS LAKE JUNE 1996 ELEVATION,NGVD29 CHANGE IN CONTENTS FLOW, CFS ________________ __________________ _________ TOTAL (2) GUIDE RESERVOIR CONTENTS ACRE - DAY-SEC-FEET (3) WATER DATE CURVE LEVEL AF FEET STORED DRAWDOWN OUTFLOW SUPPLY INFLOW __________________________________________________________________________ 251.00 251.76 129166. 1 251.00 251.70 128421. -745. -376. 680. 85. 389 2 251.00 251.63 127553. -868. -438. 680. 74. 316 3 251.00 251.54 126436. -1117. -563. 679. 41. 157 4 251.00 251.46 125443. -993. -501. 679. 46. 224 5 251.00 251.41 124823. -620. -313. 679. 88. 454 6 251.00 251.31 123582. -1241. -626. 678. 77. 129 7 251.00 251.22 122465. -1117. -563. 414. 87. -62 8 251.00 251.22 122465. 0. 0. 152. 71. 223 9 251.00 251.23 122589. 124. 63. 152. 67. 282 10 251.00 251.23 122589. 0. 0. 152. 50. 202 11 251.00 251.34 123954. 1365. 688. 152. 77. 917 12 251.00 251.38 124450. 496. 250. 152. 42. 444 13 251.00 251.31 123582. -868. -438. 480. 43. 85 14 251.00 251.36 124202. 620. 313. 678. 67. 1058 15 251.00 251.29 123334. -868. -438. 677. 92. 331 16 251.00 251.19 122093. -1241. -626. 677. 90. 141 17 251.00 251.13 121348. -745. -376. 392. 36. 52 18 251.00 251.12 121224. -124. -63. 152. 78. 167 19 251.00 251.10 120976. -248. -125. 152. 90. 117 20 251.00 251.11 121100. 124. 63. 152. 43. 258 21 251.00 251.17 121845. 745. 376. 152. 84. 612 22 251.00 251.14 121472. -373. -188. 152. 97. 61 23 251.00 251.12 121224. -248. -125. 152. 99. 126 24 251.00 251.10 120976. -248. -125. 152. 90. 117 25 251.00 251.14 121472. 496. 250. 152. 76. 478 26 251.00 251.01 119859. -1613. -813. 152. 94. -567 27 251.00 250.95 119155. -704. -355. 152. 91. -112 28 251.00 250.94 119039. -116. -58. 152. 81. 175 29 251.00 250.89 118458. -581. -293. 152. 95. -46 30 251.00 250.88 118342. -116. -58. 152. 91. 185 __________________________________________________________________________ TOTAL FOR MONTH................-10824. 2003. -7461. 10129. 2242. 6913. NET CHANGE IN DAY-SECOND-FEET.. -5457. -5458. 5458. AVERAGE FLOW IN C.F.S.......... -182. 338. 75. 230. CHANGE IN CONTENTS FOR MO.(4)..-10824. (1) COMPUTATIONS BASED ON THE DECEMBER 1985 CAPACITY TABLE. (2) BY 24-HOUR CLOCK, TIME IS 2400 OF DAY INDICATED UNLESS OTHERWISE NOTED. AVERAGE FLOW OR CHANGE IN RESERVOIR CONTENTS ARE FOR PERIOD ENDING AT TIME INDICATED. (3) BASED ON PROJECT RECORDS. DOES NOT INCLUDE EVAPORATION LOSSES. ALSO, OUTFLOW DOES NOT INCLUDE RALEIGH WATER SUPPLY WITHDRAWALS (SEE NEXT COLUMN). (4) BASED ON TOTAL CONTENTS AT BEGINNING AND END OF MONTH. (5) WS ON 20JUN96 CHANGED FROM 45 CFS. TO 43 CFS. RESERVOIR INFLOW COMPUTATIONS (1) NEUSE RIVER BASIN, N.C. FALLS LAKE JULY 1996 ELEVATION,NGVD29 CHANGE IN CONTENTS FLOW, CFS ________________ __________________ _________ TOTAL (2) GUIDE RESERVOIR CONTENTS ACRE - DAY-SEC-FEET (3) WATER DATE CURVE LEVEL AF FEET STORED DRAWDOWN OUTFLOW SUPPLY INFLOW __________________________________________________________________________ 251.00 250.88 118342. 1 251.00 250.82 117646. -696. -351. 152. 85. -114 2 251.00 250.91 118690. 1044. 526. 152. 90. 768 3 251.00 250.86 118110. -580. -292. 152. 92. -48 4 251.00 250.76 116949. -1161. -585. 152. 80. -353 5 251.00 250.71 116369. -580. -292. 162. 85. -45 6 251.00 250.67 115904. -465. -234. 180. 94. 40 7 251.00 250.63 115440. -464. -234. 180. 96. 42 8 251.00 250.62 115324. -116. -58. 165. 77. 184 9 251.00 250.65 115672. 348. 175. 130. 74. 379 10 251.00 250.63 115440. -232. -117. 96. 96. 75 11 251.00 250.61 115208. -232. -117. 110. 83. 76 12 251.00 250.77 117065. 1857. 936. 110. 83. 1129 13 251.00 250.65 115672. -1393. -702. 110. 64. -528 14 251.00 250.66 115788. 116. 58. 110. 69. 237 15 251.00 250.78 117181. 1393. 702. 110. 56. 868 16 251.00 250.74 116717. -464. -234. 110. 80. -44 17 251.00 250.74 116717. 0. 0. 110. 80. 190 18 251.00 250.71 116369. -348. -175. 110. 61. -4 19 251.00 250.67 115904. -465. -234. 110. 93. -31 20 251.00 250.67 115904. 0. 0. 110. 78. 188 21 251.00 250.63 115440. -464. -234. 110. 93. -31 22 251.00 250.65 115672. 232. 117. 151. 69. 337 23 251.00 250.65 115672. 0. 0. 167. 91. 258 24 251.00 250.62 115324. -348. -175. 180. 50. 55 25 251.00 250.69 116137. 813. 410. 166. 86. 662 26 251.00 250.68 116020. -117. -59. 151. 71. 163 27 251.00 250.64 115556. -464. -234. 151. 90. 7 28 251.00 250.61 115208. -348. -175. 151. 75. 51 29 251.00 250.64 115556. 348. 175. 123. 55. 353 30 251.00 250.65 115672. 116. 58. 96. 82. 236 31 251.00 250.62 115324. -348. -175. 96. 74. -5 __________________________________________________________________________ TOTAL FOR MONTH................ -3018. 3157. -4677. 4163. 2452. 5095. NET CHANGE IN DAY-SECOND-FEET.. -1522. -1520. 1520. AVERAGE FLOW IN C.F.S.......... -49. 134. 79. 164. CHANGE IN CONTENTS FOR MO.(4).. -3018. (1) COMPUTATIONS BASED ON THE DECEMBER 1985 CAPACITY TABLE. (2) BY 24-HOUR CLOCK, TIME IS 2400 OF DAY INDICATED UNLESS OTHERWISE NOTED. AVERAGE FLOW OR CHANGE IN RESERVOIR CONTENTS ARE FOR PERIOD ENDING AT TIME INDICATED. (3) BASED ON PROJECT RECORDS. DOES NOT INCLUDE EVAPORATION LOSSES. ALSO, OUTFLOW DOES NOT INCLUDE RALEIGH WATER SUPPLY WITHDRAWALS (SEE NEXT COLUMN). (4) BASED ON TOTAL CONTENTS AT BEGINNING AND END OF MONTH. RESERVOIR INFLOW COMPUTATIONS (1) NEUSE RIVER BASIN, N.C. FALLS LAKE AUGUST 1996 ELEVATION,NGVD29 CHANGE IN CONTENTS FLOW, CFS ________________ __________________ _________ TOTAL (2) GUIDE RESERVOIR CONTENTS ACRE - DAY-SEC-FEET (3) WATER DATE CURVE LEVEL AF FEET STORED DRAWDOWN OUTFLOW SUPPLY INFLOW __________________________________________________________________________ 251.00 250.62 115324. 1 251.00 250.69 116137. 813. 410. 96. 78. 584 2 251.00 250.69 116137. 0. 0. 96. 77. 173 3 251.00 250.86 118110. 1973. 995. 97. 64. 1156 4 251.00 250.91 118690. 580. 292. 97. 73. 462 5 251.00 250.92 118806. 116. 58. 97. 48. 203 6 251.00 250.90 118574. -232. -117. 127. 100. 110 7 251.00 251.39 124575. 6001. 3026. 152. 85. 3263 8 251.00 251.52 126188. 1613. 813. 438. 38. 1289 9 251.00 251.51 126064. -124. -63. 679. 81. 697 10 251.00 251.43 125071. -993. -501. 679. 93. 271 11 251.00 251.33 123830. -1241. -626. 678. 75. 127 12 251.00 251.25 122837. -993. -501. 677. 67. 243 13 251.00 251.20 122217. -620. -313. 677. 71. 435 14 251.00 251.18 121969. -248. -125. 488. 66. 429 15 251.00 251.15 121596. -373. -188. 328. 68. 208 16 251.00 251.18 121969. 373. 188. 262. 64. 514 17 251.00 251.16 121720. -249. -126. 152. 92. 118 18 251.00 251.23 122589. 869. 438. 152. 75. 665 19 251.00 251.16 121720. -869. -438. 152. 77. -209 20 251.00 251.13 121348. -372. -188. 152. 71. 35 21 251.00 251.11 121100. -248. -125. 141. 88. 104 22 251.00 251.09 120852. -248. -125. 124. 60. 59 23 251.00 251.08 120728. -124. -63. 124. 71. 132 24 251.00 251.14 121472. 744. 375. 124. 81. 580 25 251.00 251.13 121348. -124. -63. 124. 76. 137 26 251.00 251.15 121596. 248. 125. 124. 75. 324 27 251.00 251.13 121348. -248. -125. 124. 71. 70 28 251.00 251.12 121224. -124. -63. 124. 78. 139 29 251.00 251.09 120852. -372. -188. 124. 55. -9 30 251.00 251.06 120480. -372. -188. 124. 67. 3 31 251.00 251.05 120355. -125. -63. 124. 95. 156 __________________________________________________________________________ TOTAL FOR MONTH................ 5031. 6720. -4189. 7657. 2280. 12468. NET CHANGE IN DAY-SECOND-FEET.. 2536. 2531. 2531. AVERAGE FLOW IN C.F.S.......... 82. 247. 74. 402. CHANGE IN CONTENTS FOR MO.(4).. 5031. (1) COMPUTATIONS BASED ON THE DECEMBER 1985 CAPACITY TABLE. (2) BY 24-HOUR CLOCK, TIME IS 2400 OF DAY INDICATED UNLESS OTHERWISE NOTED. AVERAGE FLOW OR CHANGE IN RESERVOIR CONTENTS ARE FOR PERIOD ENDING AT TIME INDICATED. (3) BASED ON PROJECT RECORDS. DOES NOT INCLUDE EVAPORATION LOSSES. ALSO, OUTFLOW DOES NOT INCLUDE RALEIGH WATER SUPPLY WITHDRAWALS (SEE NEXT COLUMN). (4) BASED ON TOTAL CONTENTS AT BEGINNING AND END OF MONTH. RESERVOIR INFLOW COMPUTATIONS (1) NEUSE RIVER BASIN, N.C. FALLS LAKE SEPTEMBER 1996 ELEVATION,NGVD29 CHANGE IN CONTENTS FLOW, CFS ________________ __________________ _________ TOTAL (2) GUIDE RESERVOIR CONTENTS ACRE - DAY-SEC-FEET (3) WATER DATE CURVE LEVEL AF FEET STORED DRAWDOWN OUTFLOW SUPPLY INFLOW __________________________________________________________________________ 251.00 251.05 120355. 1 251.00 251.03 120107. -248. -125. 124. 73. 72 2 251.00 250.98 119503. -604. -305. 124. 83. -98 3 251.00 251.13 121348. 1845. 930. 124. 75. 1129 4 251.00 251.34 123954. 2606. 1314. 124. 70. 1508 5 251.00 252.00 132144. 8190. 4129. 125. 72. 4326 6 251.00 260.14 255883.123739. 62385. 130. 20. 62535 7 251.00 262.72 304266. 48383. 24393. 551. 63. 25007 8 251.00 262.65 302894. -1372. -692. 2355. 89. 1752 9 251.00 262.24 294855. -8039. -4053. 4484. 93. 524 10 251.00 261.87 287707. -7148. -3604. 5935. 67. 2398 11 251.00 262.10 292110. 4403. 2220. 4012. 71. 6303 12 251.00 262.11 292306. 196. 99. 4020. 57. 4176 13 251.00 261.76 285640. -6666. -3361. 4475. 72. 1186 14 251.00 261.17 274555.-11085. -5589. 6059. 94. 564 15 251.00 260.43 261102.-13453. -6783. 7082. 71. 370 16 251.00 259.78 249555.-11547. -5822. 7422. 73. 1673 17 251.00 259.39 242805. -6750. -3403. 5778. 68. 2443 18 251.00 258.98 235721. -7084. -3572. 4123. 71. 622 19 251.00 258.54 228380. -7341. -3701. 3864. 55. 218 20 251.00 257.90 217765.-10615. -5352. 5280. 73. 1 21 251.00 257.28 207809. -9956. -5019. 5567. 78. 626 22 251.00 256.69 198533. -9276. -4677. 4891. 56. 270 23 251.00 255.91 186566.-11967. -6033. 5960. 89. 16 24 251.00 255.07 174176.-12390. -6247. 5920. 68. -259 25 251.00 254.29 163081.-11095. -5594. 5874. 81. 361 26 251.00 253.58 153222. -9859. -4971. 5826. 51. 906 27 251.00 252.79 142523.-10699. -5394. 5780. 68. 454 28 251.00 252.34 136611. -5912. -2981. 5444. 88. 2551 29 251.00 252.10 133458. -3153. -1590. 3571. 71. 2052 30 251.00 251.73 128794. -4664. -2351. 3186. 79. 914 __________________________________________________________________________ TOTAL FOR MONTH................ 8439. 95470. -91219. 118210. 2139. 124600. NET CHANGE IN DAY-SECOND-FEET.. 4255. 4251. 4251. AVERAGE FLOW IN C.F.S.......... 142. 3940. 71. 4153. CHANGE IN CONTENTS FOR MO.(4).. 8439. (1) COMPUTATIONS BASED ON THE DECEMBER 1985 CAPACITY TABLE. (2) BY 24-HOUR CLOCK, TIME IS 2400 OF DAY INDICATED UNLESS OTHERWISE NOTED. AVERAGE FLOW OR CHANGE IN RESERVOIR CONTENTS ARE FOR PERIOD ENDING AT TIME INDICATED. (3) BASED ON PROJECT RECORDS. DOES NOT INCLUDE EVAPORATION LOSSES. ALSO, OUTFLOW DOES NOT INCLUDE RALEIGH WATER SUPPLY WITHDRAWALS (SEE NEXT COLUMN). (4) BASED ON TOTAL CONTENTS AT BEGINNING AND END OF MONTH. RESERVOIR INFLOW COMPUTATIONS (1) NEUSE RIVER BASIN, N.C. FALLS LAKE Oct 96 ELEVATION,NGVD29 CHANGE IN CONTENTS FLOW, CFS ________________ __________________ _________ TOTAL (2) GUIDE RESERVOIR CONTENTS ACRE - DAY-SEC-FEET (3) WATER DATE CURVE LEVEL AF FEET STORED DRAWDOWN OUTFLOW SUPPLY INFLOW __________________________________________________________________________ 251.00 251.73 128794. 1 250.97 251.34 123954. -4840. -2440. 3178. 78. 816 2 250.93 251.09 120852. -3102. -1564. 2246. 65. 747 3 250.90 251.02 119983. -869. -438. 1262. 57. 881 4 250.87 250.97 119387. -596. -300. 337. 62. 99 5 250.83 250.92 118806. -581. -293. 327. 95. 129 6 250.80 250.88 118342. -464. -234. 327. 91. 184 7 250.77 250.87 118226. -116. -58. 258. 87. 287 8 250.73 252.37 137005. 18779. 9468. 200. 60. 9728 9 250.70 252.96 144756. 7751. 3908. 154. 76. 4138 10 250.67 252.93 144362. -394. -199. 1488. 58. 1347 11 250.63 252.60 140027. -4335. -2186. 2690. 62. 566 12 250.60 252.21 134903. -5124. -2583. 2678. 82. 177 13 250.57 251.84 130159. -4744. -2392. 2670. 80. 358 14 250.53 251.49 125815. -4344. -2190. 2660. 66. 536 15 250.50 251.11 121100. -4715. -2377. 2650. 87. 360 16 250.48 250.83 117762. -3338. -1683. 2061. 69. 447 17 250.45 250.68 116020. -1742. -878. 1130. 58. 310 18 250.43 250.78 117181. 1161. 585. 1130. 66. 1781 19 250.40 250.56 114627. -2554. -1288. 1130. 94. -64 20 250.38 250.45 113351. -1276. -643. 1128. 66. 551 21 250.35 250.31 111725. -1626. -820. 1126. 63. 369 22 250.33 250.22 110681. -1044. -526. 497. 76. 47 23 250.30 250.23 110797. 116. 58. 313. 70. 441 24 250.28 250.20 110449. -348. -175. 208. 62. 95 25 250.25 250.19 110333. -116. -58. 185. 73. 200 26 250.23 250.19 110333. 0. 151. 71. 222 27 250.20 250.17 110100. -233. -113. 151. 87. 125 28 250.18 250.17 110100. 0. 151. 73. 224 29 250.15 250.12 109520. -580. -292. 151. 67. -74 30 250.13 250.14 109752. 232. 117. 151. 75. 343 31 250.10 250.11 109404. -348. -175. 151. 52. 28 TOTAL FOR MONTH............. -19390. 14136. -23905. 32939. 2228. 25398 NET CHANGE IN DAY-SEC-FEET.. -9776. -9769. 9769. AVERAGE FLOW IN C.F.S....... 0. -315. 1063. 72. 819 CHANGE IN CONTENTS FOR MO.(4)-19390. (1) COMPUTATIONS BASED ON THE DECEMBER 1985 CAPACITY TABLE. (2) BY 24-HOUR CLOCK, TIME IS 2400 OF DAY INDICATED UNLESS OTHERWISE NOTED. AVERAGE FLOW OR CHANGE IN RESERVOIR CONTENTS ARE FOR PERIOD ENDING AT THE TIME INDICATED. (3) BASED ON PROJECT RECORDS. DOES NOT INCLUDE EVAPORATION LOSSES. ALSO, OUTFLOW DOES NOT INCLUDE RALEIGH WATER SUPPLY WITHDRAWALS (SEE NEXT COLUMN). (4) BASED ON TOTAL CONTENTS AT BEGINNING AND END OF MONTH. RESERVOIR INFLOW COMPUTATIONS (1) NEUSE RIVER BASIN, N.C. FALLS LAKE NOVEMBER 1996 ELEVATION,NGVD29 CHANGE IN CONTENTS FLOW, CFS ________________ __________________ _________ TOTAL (2) GUIDE RESERVOIR CONTENTS ACRE - DAY-SEC-FEET (3) WATER DATE CURVE LEVEL AF FEET STORED DRAWDOWN OUTFLOW SUPPLY INFLOW __________________________________________________________________________ 250.10 250.11 109404. 1 250.10 250.11 109404. 0. 0. 151. 58. 209 2 250.10 250.21 110565. 1161. 585. 151. 91. 827 3 250.10 250.18 110216. -349. -176. 151. 71. 46 4 250.10 250.18 110216. 0. 0. 151. 51. 202 5 250.10 250.18 110216. 0. 0. 151. 75. 226 6 250.10 250.17 110100. -116. -58. 151. 66. 159 7 250.10 250.16 109984. -116. -58. 151. 75. 168 8 250.10 250.60 115092. 5108. 2575. 151. 53. 2779 9 250.10 250.91 118690. 3598. 1814. 151. 76. 2041 10 250.10 251.04 120231. 1541. 777. 152. 62. 991 11 250.10 251.11 121100. 869. 438. 152. 34. 624 12 250.10 251.08 120728. -372. -188. 472. 64. 348 13 250.10 250.99 119619. -1109. -559. 646. 87. 174 14 250.10 250.94 119039. -580. -292. 646. 77. 431 15 250.10 250.82 117646. -1393. -702. 692. 65. 55 16 250.10 250.62 115324. -2322. -1171. 1263. 72. 164 17 250.10 250.47 113583. -1741. -878. 982. 60. 164 18 250.10 250.47 113583. 0. 0. 206. 64. 270 19 250.10 250.48 113699. 116. 58. 151. 78. 287 20 250.10 250.49 113815. 116. 58. 151. 67. 276 21 250.10 250.61 115208. 1393. 702. 151. 55. 908 22 250.10 250.74 116717. 1509. 761. 393. 68. 1222 23 250.10 250.74 116717. 0. 0. 615. 83. 698 24 250.10 250.73 116601. -116. -58. 615. 46. 603 25 250.10 250.68 116020. -581. -293. 615. 67. 389 26 250.10 250.73 116601. 581. 293. 730. 81. 1104 27 250.10 250.63 115440. -1161. -585. 1459. 70. 944 28 250.10 250.47 113583. -1857. -936. 1458. 66. 588 29 250.10 250.29 111493. -2090. -1054. 1455. 54. 455 30 250.10 250.14 109752. -1741. -878. 1362. 62. 546 __________________________________________________________________________ TOTAL FOR MONTH................ 348. 8061. -7886. 15725. 1998. 17898. NET CHANGE IN DAY-SECOND-FEET.. 175. 175. 175. AVERAGE FLOW IN C.F.S.......... 6. 524. 67. 597. CHANGE IN CONTENTS FOR MO.(4).. 348. (1) COMPUTATIONS BASED ON THE DECEMBER 1985 CAPACITY TABLE. (2) BY 24-HOUR CLOCK, TIME IS 2400 OF DAY INDICATED UNLESS OTHERWISE NOTED. AVERAGE FLOW OR CHANGE IN RESERVOIR CONTENTS ARE FOR PERIOD ENDING AT TIME INDICATED. (3) BASED ON PROJECT RECORDS. DOES NOT INCLUDE EVAPORATION LOSSES. ALSO, OUTFLOW DOES NOT INCLUDE RALEIGH WATER SUPPLY WITHDRAWALS (SEE NEXT COLUMN). (4) BASED ON TOTAL CONTENTS AT BEGINNING AND END OF MONTH. RESERVOIR INFLOW COMPUTATIONS (1) NEUSE RIVER BASIN, N.C. FALLS LAKE DECEMBER 1996 ELEVATION,NGVD29 CHANGE IN CONTENTS FLOW, CFS ________________ __________________ _________ TOTAL (2) GUIDE RESERVOIR CONTENTS ACRE - DAY-SEC-FEET (3) WATER DATE CURVE LEVEL AF FEET STORED DRAWDOWN OUTFLOW SUPPLY INFLOW __________________________________________________________________________ 250.10 250.14 109752. 1 250.10 250.74 116717. 6965. 3512. 459. 62. 4033 2 250.10 251.52 126188. 9471. 4775. 1429. 42. 6246 3 250.10 251.43 125071. -1117. -563. 2686. 68. 2191 4 250.10 251.10 120976. -4095. -2065. 2936. 62. 933 5 250.10 250.81 117529. -3447. -1738. 2622. 75. 959 6 250.10 251.08 120728. 3199. 1613. 866. 72. 2551 7 250.10 251.40 124699. 3971. 2002. 501. 61. 2564 8 250.10 252.15 134115. 9416. 4747. 504. 71. 5322 9 250.10 252.13 133852. -263. -133. 256. 38. 161 10 250.10 252.26 135560. 1708. 861. 154. 65. 1080 11 250.10 252.34 136611. 1051. 530. 154. 92. 776 12 250.10 252.36 136874. 263. 133. 580. 75. 788 13 250.10 252.07 133064. -3810. -1921. 2339. 63. 481 14 250.10 251.81 129786. -3278. -1653. 2140. 73. 560 15 250.10 251.54 126436. -3350. -1689. 2136. 65. 512 16 250.10 251.20 122217. -4219. -2127. 2357. 62. 292 17 250.10 250.82 117646. -4571. -2305. 2630. 68. 393 18 250.10 250.43 113118. -4528. -2283. 2736. 69. 522 19 250.10 250.26 111145. -1973. -995. 2366. 49. 1420 20 250.10 250.08 109056. -2089. -1053. 1862. 65. 874 21 250.10 249.98 107911. -1145. -577. 1145. 92. 660 22 250.10 249.91 107154. -757. -382. 668. 69. 355 23 250.10 249.92 107262. 108. 54. 424. 50. 528 24 250.10 249.83 106289. -973. -491. 324. 35. -132 25 250.10 249.76 105532. -757. -382. 323. 88. 29 26 250.10 249.83 106289. 757. 382. 323. 48. 753 27 250.10 250.03 108475. 2186. 1102. 324. 45. 1471 28 250.10 250.15 109868. 1393. 702. 324. 83. 1109 29 250.10 250.25 111029. 1161. 585. 325. 45. 955 30 250.10 250.56 114627. 3598. 1814. 325. 77. 2216 31 250.10 250.60 115092. 465. 234. 326. 93. 653 __________________________________________________________________________ TOTAL FOR MONTH................ 5340. 23046. -20357. 36544. 2022. 41255. NET CHANGE IN DAY-SECOND-FEET.. 2692. 2689. 2689. AVERAGE FLOW IN C.F.S.......... 87. 1179. 65. 1331. CHANGE IN CONTENTS FOR MO.(4).. 5340. (1) COMPUTATIONS BASED ON THE DECEMBER 1985 CAPACITY TABLE. (2) BY 24-HOUR CLOCK, TIME IS 2400 OF DAY INDICATED UNLESS OTHERWISE NOTED. AVERAGE FLOW OR CHANGE IN RESERVOIR CONTENTS ARE FOR PERIOD ENDING AT TIME INDICATED. (3) BASED ON PROJECT RECORDS. DOES NOT INCLUDE EVAPORATION LOSSES. ALSO, OUTFLOW DOES NOT INCLUDE RALEIGH WATER SUPPLY WITHDRAWALS (SEE NEXT COLUMN). (4) BASED ON TOTAL CONTENTS AT BEGINNING AND END OF MONTH. RESERVOIR INFLOW COMPUTATIONS (1) NEUSE RIVER BASIN, N.C. FALLS LAKE JANUARY 1997 ELEVATION,NGVD29 CHANGE IN CONTENTS FLOW, CFS ________________ __________________ _________ TOTAL (2) GUIDE RESERVOIR CONTENTS ACRE - DAY-SEC-FEET (3) WATER DATE CURVE LEVEL AF FEET STORED DRAWDOWN OUTFLOW SUPPLY INFLOW __________________________________________________________________________ 250.10 250.60 115092. 1 250.10 250.64 115556. 464. 234. 326. 61. 621 2 250.10 250.52 114163. -1393. -702. 1066. 46. 410 3 250.10 250.18 110216. -3947. -1990. 1394. 52. -544 4 250.10 250.10 109288. -928. -468. 837. 70. 439 5 250.10 250.22 110681. 1393. 702. 837. 69. 1608 6 250.10 250.12 109520. -1161. -585. 602. 74. 91 7 250.10 250.19 110333. 813. 410. 324. 47. 781 8 250.10 250.16 109984. -349. -176. 324. 75. 223 9 250.10 250.65 115672. 5688. 2868. 325. 37. 3230 10 250.10 251.06 120480. 4808. 2424. 1544. 73. 4041 11 250.10 250.96 119271. -1209. -610. 2798. 83. 2271 12 250.10 250.69 116137. -3134. -1580. 2790. 48. 1258 13 250.10 250.32 111842. -4295. -2165. 2763. 65. 663 14 250.10 250.16 109984. -1858. -937. 1705. 70. 838 15 250.10 250.07 108940. -1044. -526. 893. 78. 445 16 250.10 250.48 113699. 4759. 2399. 838. 77. 3314 17 250.10 250.63 115440. 1741. 878. 1505. 44. 2427 18 250.10 250.45 113351. -2089. -1053. 1876. 72. 895 19 250.10 250.24 110913. -2438. -1229. 1874. 44. 689 20 250.10 250.01 108243. -2670. -1346. 1868. 67. 589 21 250.10 249.91 107154. -1089. -549. 998. 72. 521 22 250.10 249.99 108019. 865. 436. 410. 88. 934 23 250.10 250.00 108127. 108. 54. 410. 59. 523 24 250.10 250.07 108940. 813. 410. 410. 70. 890 25 250.10 250.24 110913. 1973. 995. 411. 67. 1473 26 250.10 250.37 112422. 1509. 761. 411. 68. 1240 27 250.10 250.42 113002. 580. 292. 411. 65. 768 28 250.10 250.61 115208. 2206. 1112. 412. 67. 1591 29 250.10 250.83 117762. 2554. 1288. 413. 60. 1761 30 250.10 250.92 118806. 1044. 526. 752. 49. 1327 31 250.10 250.73 116601. -2205. -1112. 1405. 64. 357 __________________________________________________________________________ TOTAL FOR MONTH................ 1509. 15789. -15028. 32932. 1981. 35674. NET CHANGE IN DAY-SECOND-FEET.. 761. 761. 761. AVERAGE FLOW IN C.F.S.......... 25. 1062. 64. 1151. CHANGE IN CONTENTS FOR MO.(4).. 1509. (1) COMPUTATIONS BASED ON THE DECEMBER 1985 CAPACITY TABLE. (2) BY 24-HOUR CLOCK, TIME IS 2400 OF DAY INDICATED UNLESS OTHERWISE NOTED. AVERAGE FLOW OR CHANGE IN RESERVOIR CONTENTS ARE FOR PERIOD ENDING AT TIME INDICATED. (3) BASED ON PROJECT RECORDS. DOES NOT INCLUDE EVAPORATION LOSSES. ALSO, OUTFLOW DOES NOT INCLUDE RALEIGH WATER SUPPLY WITHDRAWALS (SEE NEXT COLUMN). (4) BASED ON TOTAL CONTENTS AT BEGINNING AND END OF MONTH. RESERVOIR INFLOW COMPUTATIONS (1) NEUSE RIVER BASIN, N.C. FALLS LAKE FEBRUARY 1997 ELEVATION,NGVD29 CHANGE IN CONTENTS FLOW, CFS ________________ __________________ _________ TOTAL (2) GUIDE RESERVOIR CONTENTS ACRE - DAY-SEC-FEET (3) WATER DATE CURVE LEVEL AF FEET STORED DRAWDOWN OUTFLOW SUPPLY INFLOW __________________________________________________________________________ 250.10 250.73 116601. 1 250.10 250.73 116601. 0. 0. 1403. 79. 1482 2 250.10 250.61 115208. -1393. -702. 1403. 73. 774 3 250.10 250.43 113118. -2090. -1054. 1400. 68. 414 4 250.10 250.28 111377. -1741. -878. 1397. 49. 568 5 250.10 250.10 109288. -2089. -1053. 1396. 63. 406 6 250.10 250.08 109056. -232. -117. 766. 46. 695 7 250.10 250.11 109404. 348. 175. 411. 73. 659 8 250.10 250.21 110565. 1161. 585. 411. 86. 1082 9 250.10 250.32 111842. 1277. 644. 411. 62. 1117 10 250.10 250.42 113002. 1160. 585. 412. 67. 1064 11 250.10 250.35 112190. -812. -409. 916. 60. 567 12 250.10 250.20 110449. -1741. -878. 1347. 78. 547 13 250.10 250.20 110449. 0. 0. 949. 46. 995 14 250.10 251.12 121224. 10775. 5432. 445. 57. 5934 15 250.10 252.76 142129. 20905. 10540. 153. 66. 10759 16 250.10 253.70 154864. 12735. 6421. 155. 68. 6644 17 250.10 253.74 155412. 548. 276. 1387. 66. 1729 18 250.10 253.51 152263. -3149. -1588. 2829. 57. 1298 19 250.10 253.04 145830. -6433. -3243. 2855. 78. -310 20 250.10 252.95 144625. -1205. -608. 2560. 68. 2020 21 250.10 252.64 140552. -4073. -2053. 2676. 53. 676 22 250.10 252.26 135560. -4992. -2517. 2996. 70. 549 23 250.10 251.89 130779. -4781. -2410. 2984. 73. 647 24 250.10 251.46 125443. -5336. -2690. 2947. 56. 313 25 250.10 250.96 119271. -6172. -3112. 3320. 66. 274 26 250.10 250.59 114976. -4295. -2165. 2727. 71. 633 27 250.10 250.30 111609. -3367. -1698. 2318. 54. 674 28 250.10 250.15 109868. -1741. -878. 1540. 54. 716 __________________________________________________________________________ TOTAL FOR MONTH................ -6733. 24658. -28053. 44514. 1807. 42926. NET CHANGE IN DAY-SECOND-FEET.. -3395. -3395. 3395. AVERAGE FLOW IN C.F.S.......... -121. 1590. 65. 1533. CHANGE IN CONTENTS FOR MO.(4).. -6733. (1) COMPUTATIONS BASED ON THE DECEMBER 1985 CAPACITY TABLE. (2) BY 24-HOUR CLOCK, TIME IS 2400 OF DAY INDICATED UNLESS OTHERWISE NOTED. AVERAGE FLOW OR CHANGE IN RESERVOIR CONTENTS ARE FOR PERIOD ENDING AT TIME INDICATED. (3) BASED ON PROJECT RECORDS. DOES NOT INCLUDE EVAPORATION LOSSES. ALSO, OUTFLOW DOES NOT INCLUDE RALEIGH WATER SUPPLY WITHDRAWALS (SEE NEXT COLUMN). (4) BASED ON TOTAL CONTENTS AT BEGINNING AND END OF MONTH. RESERVOIR INFLOW COMPUTATIONS (1) NEUSE RIVER BASIN, N.C. FALLS LAKE MARCH 1997 ELEVATION,NGVD29 CHANGE IN CONTENTS FLOW, CFS ________________ __________________ _________ TOTAL (2) GUIDE RESERVOIR CONTENTS ACRE - DAY-SEC-FEET (3) WATER DATE CURVE LEVEL AF FEET STORED DRAWDOWN OUTFLOW SUPPLY INFLOW __________________________________________________________________________ 250.10 250.15 109868. 1 250.10 250.27 111261. 1393. 702. 151. 95. 948 2 250.10 250.41 112886. 1625. 819. 151. 76. 1046 3 250.10 250.57 114744. 1858. 937. 151. 59. 1147 4 250.10 250.86 118110. 3366. 1697. 151. 74. 1922 5 250.10 250.91 118690. 580. 292. 915. 72. 1279 6 250.10 250.94 119039. 349. 176. 1472. 45. 1693 7 250.10 250.83 117762. -1277. -644. 1718. 73. 1147 8 250.10 250.60 115092. -2670. -1346. 2218. 63. 935 9 250.10 250.31 111725. -3367. -1698. 2214. 62. 578 10 250.10 250.24 110913. -812. -409. 1203. 65. 859 11 250.10 250.28 111377. 464. 234. 325. 67. 626 12 250.10 250.27 111261. -116. -58. 325. 73. 340 13 250.10 250.25 111029. -232. -117. 325. 42. 250 14 250.10 250.48 113699. 2670. 1346. 330. 56. 1732 15 250.10 250.63 115440. 1741. 878. 151. 84. 1113 16 250.10 250.73 116601. 1161. 585. 151. 64. 800 17 250.10 250.66 115788. -813. -410. 715. 75. 380 18 250.10 250.43 113118. -2670. -1346. 1902. 76. 632 19 250.10 250.86 118110. 4992. 2517. 919. 67. 3503 20 250.10 251.37 124326. 6216. 3134. 811. 45. 3990 21 250.10 251.18 121969. -2357. -1188. 2518. 63. 1393 22 250.10 250.80 117413. -4556. -2297. 3209. 88. 1000 23 250.10 250.38 112538. -4875. -2458. 3094. 74. 710 24 250.10 250.22 110681. -1857. -936. 1538. 50. 652 25 250.10 250.28 111377. 696. 351. 296. 87. 734 26 250.10 250.38 112538. 1161. 585. 296. 74. 955 27 250.10 250.41 112886. 348. 175. 452. 74. 701 28 250.10 250.37 112422. -464. -234. 671. 62. 499 29 250.10 250.40 112770. 348. 175. 671. 75. 921 30 250.10 250.30 111609. -1161. -585. 671. 69. 155 31 250.10 250.37 112422. 813. 410. 671. 45. 1126 __________________________________________________________________________ TOTAL FOR MONTH................ 2554. 15013. -13726. 30385. 2094. 33766. NET CHANGE IN DAY-SECOND-FEET.. 1288. 1287. 1287. AVERAGE FLOW IN C.F.S.......... 42. 980. 68. 1089. CHANGE IN CONTENTS FOR MO.(4).. 2554. (1) COMPUTATIONS BASED ON THE DECEMBER 1985 CAPACITY TABLE. (2) BY 24-HOUR CLOCK, TIME IS 2400 OF DAY INDICATED UNLESS OTHERWISE NOTED. AVERAGE FLOW OR CHANGE IN RESERVOIR CONTENTS ARE FOR PERIOD ENDING AT TIME INDICATED. (3) BASED ON PROJECT RECORDS. DOES NOT INCLUDE EVAPORATION LOSSES. ALSO, OUTFLOW DOES NOT INCLUDE RALEIGH WATER SUPPLY WITHDRAWALS (SEE NEXT COLUMN). (4) BASED ON TOTAL CONTENTS AT BEGINNING AND END OF MONTH. RESERVOIR INFLOW COMPUTATIONS (1) NEUSE RIVER BASIN, N.C. FALLS LAKE APRIL 1997 ELEVATION,NGVD29 CHANGE IN CONTENTS FLOW, CFS ________________ __________________ _________ TOTAL (2) GUIDE RESERVOIR CONTENTS ACRE - DAY-SEC-FEET (3) WATER DATE CURVE LEVEL AF FEET STORED DRAWDOWN OUTFLOW SUPPLY INFLOW __________________________________________________________________________ 250.10 250.37 112422. 1 250.13 250.19 110333. -2089. -1053. 671. 84. -298 2 250.15 250.14 109752. -581. -293. 475. 72. 254 3 250.18 250.16 109984. 232. 117. 218. 44. 379 4 250.21 250.17 110100. 116. 58. 151. 79. 288 5 250.23 250.14 109752. -348. -175. 151. 97. 73 6 250.26 250.25 111029. 1277. 672.(5) 151. 82. 905 7 250.29 250.35 112190. 1161. 585. 151. 73. 809 8 250.31 250.32 111842. -348. -175. 151. 83. 59 9 250.34 250.33 111958. 116. 58. 151. 71. 280 10 250.37 250.30 111609. -349. -176. 152. 62. 38 11 250.39 250.28 111377. -232. -117. 151. 80. 114 12 250.42 250.40 112770. 1393. 702. 151. 97. 950 13 250.45 250.52 114163. 1393. 702. 151. 61. 914 14 250.47 250.54 114395. 232. 117. 151. 73. 341 15 250.50 250.55 114511. 116. 58. 151. 82. 291 16 250.53 250.55 114511. 0. 0. 151. 78. 229 17 250.57 250.67 115904. 1393. 702. 151. 60. 913 18 250.60 250.56 114627. -1277. -644. 151. 77. -416 19 250.63 250.55 114511. -116. -58. 151. 85. 178 20 250.67 250.54 114395. -116. -58. 151. 67. 160 21 250.70 250.57 114744. 349. 176. 151. 90. 417 22 250.73 250.72 116485. 1741. 878. 151. 78. 1107 23 250.77 251.28 123210. 6725. 3391. 152. 64. 3607 24 250.80 251.46 125443. 2233. 1126. 1506. 55. 2687 25 250.83 251.34 123954. -1489. -751. 2231. 27. 1507 26 250.87 251.11 121100. -2854. -1439. 2020. 54. 635 27 250.90 250.93 118922. -2178. -1098. 2016. 65. 983 28 250.93 252.12 133721. 14799. 7461. 929. 50. 8440 29 250.97 254.66 168325. 34604. 17446. 1096. 70. 18612 30 251.00 255.25 176832. 8507. 4289. 2531. 70. 6890 __________________________________________________________________________ TOTAL FOR MONTH................ 64410. 38538. -6037. 16715. 2130. 51346. NET CHANGE IN DAY-SECOND-FEET.. 32501. 32501. 32501. AVERAGE FLOW IN C.F.S.......... 1083. 557. 71. 1712. CHANGE IN CONTENTS FOR MO.(4).. 64410. (1) COMPUTATIONS BASED ON THE DECEMBER 1985 CAPACITY TABLE. (2) BY 24-HOUR CLOCK, TIME IS 2400 OF DAY INDICATED UNLESS OTHERWISE NOTED. AVERAGE FLOW OR CHANGE IN RESERVOIR CONTENTS ARE FOR PERIOD ENDING AT TIME INDICATED. (3) BASED ON PROJECT RECORDS. DOES NOT INCLUDE EVAPORATION LOSSES. ALSO, OUTFLOW DOES NOT INCLUDE RALEIGH WATER SUPPLY WITHDRAWALS (SEE NEXT COLUMN). (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) NEUSE RIVER BASIN, N.C. FALLS LAKE MAY 1997 ELEVATION,NGVD29 CHANGE IN CONTENTS FLOW, CFS ________________ __________________ _________ TOTAL (2) GUIDE RESERVOIR CONTENTS ACRE - DAY-SEC-FEET (3) WATER DATE CURVE LEVEL AF FEET STORED DRAWDOWN OUTFLOW SUPPLY INFLOW __________________________________________________________________________ 251.00 255.25 176832. 1 251.00 255.07 174176. -2656. -1339. 3146. 75. 1882 2 251.00 254.72 169176. -5000. -2521. 3314. 78. 871 3 251.00 254.62 167758. -1418. -715. 2779. 63. 2127 4 251.00 254.43 165065. -2693. -1358. 2807. 77. 1526 5 251.00 254.08 160105. -4960. -2501. 3225. 71. 795 6 251.00 253.69 154727. -5378. -2711. 3464. 78. 831 7 251.00 253.21 148157. -6570. -3312. 3450. 83. 221 8 251.00 252.73 141735. -6422. -3238. 3434. 68. 264 9 251.00 252.20 134772. -6963. -3511. 3064. 70. -377 10 251.00 251.88 130655. -4117. -2076. 2906. 93. 923 11 251.00 251.41 124823. -5832. -2940. 2920. 66. 46 12 251.00 251.18 121969. -2854. -1439. 1670. 87. 318 13 251.00 251.11 121100. -869. -438. 677. 85. 324 14 251.00 250.99 119619. -1481. -747. 451. 85. -211 15 251.00 251.19 122093. 2474. 1247. 328. 63. 1638 16 251.00 250.95 119155. -2938. -1481. 328. 74. -1079 17 251.00 250.94 119039. -116. -58. 213. 99. 254 18 251.00 250.91 118690. -349. -176. 152. 95. 71 19 251.00 250.90 118574. -116. -58. 146. 90. 178 20 251.00 250.89 118458. -116. -58. 152. 95. 189 21 251.00 250.87 118226. -232. -117. 152. 95. 130 22 251.00 250.82 117646. -580. -292. 152. 66. -74 23 251.00 250.79 117297. -349. -176. 122. 81. 27 24 251.00 250.74 116717. -580. -292. 97. 98. -97 25 251.00 250.77 117065. 348. 175. 97. 94. 366 26 251.00 250.79 117297. 232. 117. 97. 83. 297 27 251.00 250.76 116949. -348. -175. 97. 77. -1 28 251.00 250.71 116369. -580. -292. 97. 73. -122 29 251.00 250.70 116253. -116. -58. 96. 84. 122 30 251.00 250.71 116369. 116. 58. 96. 46. 200 31 251.00 250.68 116020. -349. -176. 96. 98. 18 __________________________________________________________________________ TOTAL FOR MONTH................-60812. 1597. -32255. 39825. 2490. 11657. NET CHANGE IN DAY-SECOND-FEET..-30660. -30658. 30658. AVERAGE FLOW IN C.F.S.......... -989. 1285. 80. 376. CHANGE IN CONTENTS FOR MO.(4)..-60812. (1) COMPUTATIONS BASED ON THE DECEMBER 1985 CAPACITY TABLE. (2) BY 24-HOUR CLOCK, TIME IS 2400 OF DAY INDICATED UNLESS OTHERWISE NOTED. AVERAGE FLOW OR CHANGE IN RESERVOIR CONTENTS ARE FOR PERIOD ENDING AT TIME INDICATED. (3) BASED ON PROJECT RECORDS. DOES NOT INCLUDE EVAPORATION LOSSES. ALSO, OUTFLOW DOES NOT INCLUDE RALEIGH WATER SUPPLY WITHDRAWALS (SEE NEXT COLUMN). (4) BASED ON TOTAL CONTENTS AT BEGINNING AND END OF MONTH. RESERVOIR INFLOW COMPUTATIONS (1) NEUSE RIVER BASIN, N.C. FALLS LAKE JUNE 1997 ELEVATION,NGVD29 CHANGE IN CONTENTS FLOW, CFS ________________ __________________ _________ TOTAL (2) GUIDE RESERVOIR CONTENTS ACRE - DAY-SEC-FEET (3) WATER DATE CURVE LEVEL AF FEET STORED DRAWDOWN OUTFLOW SUPPLY INFLOW __________________________________________________________________________ 251.00 250.68 116020. 1 251.00 250.80 117413. 1393. 702. 96. 82. 880 2 251.00 251.09 120852. 3439. 1734. 97. 63. 1894 3 251.00 251.32 123706. 2854. 1439. 97. 68. 1604 4 251.00 251.51 126064. 2358. 1189. 337. 92. 1618 5 251.00 251.44 125195. -869. -438. 868. 63. 493 6 251.00 251.33 123830. -1365. -688. 1160. 75. 547 7 251.00 251.24 122713. -1117. -563. 1159. 69. 665 8 251.00 251.23 122589. -124. -63. 527. 72. 536 9 251.00 251.23 122589. 0. 0. 152. 81. 233 10 251.00 251.21 122341. -248. -125. 152. 70. 97 11 251.00 251.18 121969. -372. -188. 152. 78. 42 12 251.00 251.15 121596. -373. -188. 152. 60. 24 13 251.00 251.22 122465. 869. 438. 152. 82. 672 14 251.00 251.24 122713. 248. 125. 152. 84. 361 15 251.00 251.25 122837. 124. 63. 152. 68. 283 16 251.00 251.25 122837. 0. 0. 152. 85. 237 17 251.00 251.21 122341. -496. -250. 152. 77. -21 18 251.00 251.21 122341. 0. 0. 152. 86. 238 19 251.00 251.19 122093. -248. -125. 152. 69. 96 20 251.00 251.20 122217. 124. 63. 152. 79. 294 21 251.00 251.15 121596. -621. -313. 152. 98. -63 22 251.00 251.09 120852. -744. -375. 152. 95. -128 23 251.00 251.04 120231. -621. -313. 130. 95. -88 24 251.00 251.01 119859. -372. -188. 97. 65. -26 25 251.00 250.97 119387. -472. -238. 97. 80. -61 26 251.00 251.12 121224. 1837. 926. 97. 97. 1120 27 251.00 251.02 119983. -1241. -626. 97. 98. -431 28 251.00 250.98 119503. -480. -242. 97. 96. -49 29 251.00 250.95 119155. -348. -175. 97. 97. 19 30 251.00 250.93 118922. -233. -117. 97. 73. 53 __________________________________________________________________________ TOTAL FOR MONTH................ 2902. 6679. -5215. 7278. 2397. 11139. NET CHANGE IN DAY-SECOND-FEET.. 1463. 1464. 1464. AVERAGE FLOW IN C.F.S.......... 49. 243. 80. 371. CHANGE IN CONTENTS FOR MO.(4).. 2902. (1) COMPUTATIONS BASED ON THE DECEMBER 1985 CAPACITY TABLE. (2) BY 24-HOUR CLOCK, TIME IS 2400 OF DAY INDICATED UNLESS OTHERWISE NOTED. AVERAGE FLOW OR CHANGE IN RESERVOIR CONTENTS ARE FOR PERIOD ENDING AT TIME INDICATED. (3) BASED ON PROJECT RECORDS. DOES NOT INCLUDE EVAPORATION LOSSES. ALSO, OUTFLOW DOES NOT INCLUDE RALEIGH WATER SUPPLY WITHDRAWALS (SEE NEXT COLUMN). (4) BASED ON TOTAL CONTENTS AT BEGINNING AND END OF MONTH. RESERVOIR INFLOW COMPUTATIONS (1) NEUSE RIVER BASIN, N.C. FALLS LAKE JULY 1997 ELEVATION,NGVD29 CHANGE IN CONTENTS FLOW, CFS ________________ __________________ _________ TOTAL (2) GUIDE RESERVOIR CONTENTS ACRE - DAY-SEC-FEET (3) WATER DATE CURVE LEVEL AF FEET STORED DRAWDOWN OUTFLOW SUPPLY INFLOW __________________________________________________________________________ 251.00 250.93 118922. 1 251.00 250.93 118922. 0. 0. 97. 86. 183 2 251.00 250.90 118574. -348. -175. 97. 85. 7 3 251.00 250.89 118458. -116. -58. 97. 82. 121 4 251.00 250.95 119155. 697. 351. 97. 98. 546 5 251.00 250.82 117646. -1509. -761. 97. 98. -566 6 251.00 250.78 117181. -465. -234. 97. 99. -38 7 251.00 250.76 116949. -232. -117. 97. 84. 64 8 251.00 250.70 116253. -696. -351. 96. 96. -159 9 251.00 250.68 116020. -233. -117. 96. 97. 76 10 251.00 250.65 115672. -348. -175. 96. 89. 10 11 251.00 250.59 114976. -696. -351. 96. 89. -166 12 251.00 250.56 114627. -349. -176. 96. 96. 16 13 251.00 250.51 114047. -580. -292. 96. 94. -102 14 251.00 250.47 113583. -464. -234. 96. 96. -42 15 251.00 250.42 113002. -581. -293. 96. 114. -83 16 251.00 250.61 115208. 2206. 1112. 96. 105. 1313 17 251.00 250.60 115092. -116. -58. 96. 115. 153 18 251.00 250.60 115092. 0. 0. 96. 91. 187 19 251.00 250.58 114860. -232. -117. 96. 93. 72 20 251.00 250.55 114511. -349. -176. 96. 99. 19 21 251.00 250.51 114047. -464. -234. 96. 91. -47 22 251.00 250.57 114744. 697. 351. 96. 92. 539 23 251.00 250.63 115440. 696. 351. 96. 77. 524 24 251.00 251.50 125940. 10500. 5294. 97. 74. 5465 25 251.00 251.51 126064. 124. 63. 97. 73. 233 26 251.00 251.51 126064. 0. 0. 97. 73. 170 27 251.00 251.49 125815. -249. -126. 97. 58. 29 28 251.00 251.30 123458. -2357. -1188. 926. 78. -184 29 251.00 251.15 121596. -1862. -939. 916. 88. 65 30 251.00 251.08 120728. -868. -438. 472. 108. 142 31 251.00 251.02 119983. -745. -376. 210. 75. -91 __________________________________________________________________________ TOTAL FOR MONTH................ 1061. 7522. -6986. 5127. 2793. 8456. NET CHANGE IN DAY-SECOND-FEET.. 535. 536. 536. AVERAGE FLOW IN C.F.S.......... 17. 165. 90. 273. CHANGE IN CONTENTS FOR MO.(4).. 1061. (1) COMPUTATIONS BASED ON THE DECEMBER 1985 CAPACITY TABLE. (2) BY 24-HOUR CLOCK, TIME IS 2400 OF DAY INDICATED UNLESS OTHERWISE NOTED. AVERAGE FLOW OR CHANGE IN RESERVOIR CONTENTS ARE FOR PERIOD ENDING AT TIME INDICATED. (3) BASED ON PROJECT RECORDS. DOES NOT INCLUDE EVAPORATION LOSSES. ALSO, OUTFLOW DOES NOT INCLUDE RALEIGH WATER SUPPLY WITHDRAWALS (SEE NEXT COLUMN). (4) BASED ON TOTAL CONTENTS AT BEGINNING AND END OF MONTH. RESERVOIR INFLOW COMPUTATIONS (1) NEUSE RIVER BASIN, N.C. FALLS LAKE AUGUST 1997 ELEVATION,NGVD29 CHANGE IN CONTENTS FLOW, CFS ________________ __________________ _________ TOTAL (2) GUIDE RESERVOIR CONTENTS ACRE - DAY-SEC-FEET (3) WATER DATE CURVE LEVEL AF FEET STORED DRAWDOWN OUTFLOW SUPPLY INFLOW __________________________________________________________________________ 251.00 251.02 119983. 1 251.00 250.99 119619. -364. -184. 97. 73. -14 2 251.00 250.94 119039. -580. -292. 97. 82. -113 3 251.00 250.91 118690. -349. -176. 97. 95. 16 4 251.00 250.92 118806. 116. 58. 97. 96. 251 5 251.00 250.89 118458. -348. -175. 97. 70. -8 6 251.00 250.83 117762. -696. -351. 97. 88. -166 7 251.00 250.78 117181. -581. -293. 97. 61. -135 8 251.00 250.64 115556. -1625. -819. 96. 78. -645 9 251.00 250.59 114976. -580. -292. 96. 113. -83 10 251.00 250.64 115556. 580. 292. 96. 105. 493 11 251.00 250.62 115324. -232. -117. 96. 71. 50 12 251.00 250.58 114860. -464. -234. 96. 102. -36 13 251.00 250.55 114511. -349. -176. 96. 101. 21 14 251.00 250.52 114163. -348. -175. 96. 73. -6 15 251.00 250.49 113815. -348. -175. 96. 87. 8 16 251.00 250.44 113235. -580. -292. 96. 112. -84 17 251.00 250.41 112886. -349. -176. 96. 113. 33 18 251.00 250.31 111725. -1161. -585. 96. 84. -405 19 251.00 250.14 109752. -1973. -995. 96. 112. -787 20 251.00 250.26 111145. 1393. 702. 96. 111. 909 21 251.00 250.26 111145. 0. 0. 96. 94. 190 22 251.00 250.23 110797. -348. -175. 96. 50. -29 23 251.00 250.16 109984. -813. -410. 96. 113. -201 24 251.00 250.10 109288. -696. -351. 96. 113. -142 25 251.00 250.06 108823. -465. -234. 96. 91. -47 26 251.00 250.00 108127. -696. -351. 96. 88. -167 27 251.00 249.96 107694. -433. -218. 96. 101. -21 28 251.00 249.97 107803. 109. 55. 96. 77. 228 29 251.00 249.85 106505. -1298. -654. 96. 84. -474 30 251.00 249.78 105748. -757. -382. 96. 113. -173 31 251.00 249.76 105532. -216. -109. 96. 103. 90 __________________________________________________________________________ TOTAL FOR MONTH................-14451. 1107. -8391. 2983. 2854. -1447. NET CHANGE IN DAY-SECOND-FEET.. -7286. -7284. 7284. AVERAGE FLOW IN C.F.S.......... -235. 96. 92. -47. CHANGE IN CONTENTS FOR MO.(4)..-14451. (1) COMPUTATIONS BASED ON THE DECEMBER 1985 CAPACITY TABLE. (2) BY 24-HOUR CLOCK, TIME IS 2400 OF DAY INDICATED UNLESS OTHERWISE NOTED. AVERAGE FLOW OR CHANGE IN RESERVOIR CONTENTS ARE FOR PERIOD ENDING AT TIME INDICATED. (3) BASED ON PROJECT RECORDS. DOES NOT INCLUDE EVAPORATION LOSSES. ALSO, OUTFLOW DOES NOT INCLUDE RALEIGH WATER SUPPLY WITHDRAWALS (SEE NEXT COLUMN). (4) BASED ON TOTAL CONTENTS AT BEGINNING AND END OF MONTH. RESERVOIR INFLOW COMPUTATIONS (1) NEUSE RIVER BASIN, N.C. FALLS LAKE SEPTEMBER 1997 ELEVATION,NGVD29 CHANGE IN CONTENTS FLOW, CFS ________________ __________________ _________ TOTAL (2) GUIDE RESERVOIR CONTENTS ACRE - DAY-SEC-FEET (3) WATER DATE CURVE LEVEL AF FEET STORED DRAWDOWN OUTFLOW SUPPLY INFLOW __________________________________________________________________________ 251.00 249.76 105532. 1 251.00 249.85 106505. 973. 491. 96. 69. 656 2 251.00 249.78 105748. -757. -382. 96. 93. -193 3 251.00 249.73 105207. -541. -273. 96. 80. -97 4 251.00 249.68 104667. -540. -272. 95. 84. -93 5 251.00 249.61 103910. -757. -382. 95. 61. -226 6 251.00 249.56 103369. -541. -273. 95. 110. -68 7 251.00 249.52 102937. -432. -218. 97. 107. -14 8 251.00 249.48 102504. -433. -218. 95. 95. -28 9 251.00 249.49 102612. 108. 54. 97. 83. 234 10 251.00 249.57 103477. 865. 436. 95. 81. 612 11 251.00 249.61 103910. 433. 218. 97. 62. 377 12 251.00 249.66 104451. 541. 273. 95. 78. 446 13 251.00 249.58 103586. -865. -436. 95. 98. -243 14 251.00 249.54 103153. -433. -218. 95. 80. -43 15 251.00 249.53 103045. -108. -54. 95. 66. 107 16 251.00 249.49 102612. -433. -218. 95. 94. -29 17 251.00 249.43 101964. -648. -327. 95. 81. -151 18 251.00 249.41 101747. -217. -109. 95. 64. 50 19 251.00 249.51 102829. 1082. 546. 95. 78. 719 20 251.00 249.46 102288. -541. -273. 95. 112. -66 21 251.00 249.25 100017. -2271. -1145. 95. 95. -955 22 251.00 249.19 99368. -649. -327. 95. 79. -153 23 251.00 249.16 99044. -324. -163. 95. 87. 19 24 251.00 249.17 99152. 108. 54. 95. 84. 233 25 251.00 249.29 100450. 1298. 654. 95. 56. 805 26 251.00 249.13 98720. -1730. -872. 95. 79. -698 27 251.00 249.17 99152. 432. 218. 95. 79. 392 28 251.00 249.07 98071. -1081. -545. 95. 67. -383 29 251.00 249.05 97855. -216. -109. 95. 74. 60 30 251.00 248.99 97218. -637. -321. 95. 79. -147 __________________________________________________________________________ TOTAL FOR MONTH................ -8314. 2944. -7135. 2859. 2455. 1123. NET CHANGE IN DAY-SECOND-FEET.. -4192. -4191. 4191. AVERAGE FLOW IN C.F.S.......... -140. 95. 82. 37. CHANGE IN CONTENTS FOR MO.(4).. -8314. (1) COMPUTATIONS BASED ON THE DECEMBER 1985 CAPACITY TABLE. (2) BY 24-HOUR CLOCK, TIME IS 2400 OF DAY INDICATED UNLESS OTHERWISE NOTED. AVERAGE FLOW OR CHANGE IN RESERVOIR CONTENTS ARE FOR PERIOD ENDING AT TIME INDICATED. (3) BASED ON PROJECT RECORDS. DOES NOT INCLUDE EVAPORATION LOSSES. ALSO, OUTFLOW DOES NOT INCLUDE RALEIGH WATER SUPPLY WITHDRAWALS (SEE NEXT COLUMN). (4) BASED ON TOTAL CONTENTS AT BEGINNING AND END OF MONTH. RESERVOIR INFLOW COMPUTATIONS (1) NEUSE RIVER BASIN, N.C. FALLS LAKE OCTOBER 1997 ELEVATION,NGVD29 CHANGE IN CONTENTS FLOW, CFS ________________ __________________ _________ TOTAL (2) GUIDE RESERVOIR CONTENTS ACRE - DAY-SEC-FEET (3) WATER DATE CURVE LEVEL AF FEET STORED DRAWDOWN OUTFLOW SUPPLY INFLOW __________________________________________________________________________ 251.00 248.99 97218. 1 250.97 248.96 96932. -286. -144. 95. 76. 27 2 250.93 248.91 96454. -478. -241. 95. 64. -82 3 250.90 248.86 95976. -478. -241. 95. 74. -72 4 250.87 248.82 95594. -382. -193. 95. 90. -8 5 250.83 248.79 95307. -287. -145. 95. 78. 28 6 250.80 248.74 94830. -477. -240. 95. 86. -59 7 250.77 248.71 94543. -287. -145. 95. 98. 48 8 250.73 248.66 94065. -478. -241. 95. 92. -54 9 250.70 248.63 93779. -286. -144. 95. 56. 7 10 250.67 248.55 93014. -765. -386. 94. 78. -214 11 250.63 248.54 92919. -95. -48. 94. 107. 153 12 250.60 248.46 92154. -765. -386. 94. 90. -202 13 250.57 248.44 91963. -191. -96. 94. 83. 81 14 250.53 248.45 92059. 96. 48. 94. 81. 223 15 250.50 248.46 92154. 95. 48. 94. 70. 212 16 250.48 248.44 91963. -191. -96. 94. 56. 54 17 250.45 248.38 91390. -573. -289. 94. 71. -124 18 250.43 248.39 91485. 95. 48. 94. 81. 223 19 250.40 248.52 92728. 1243. 627. 94. 38. 759 20 250.38 248.49 92441. -287. -145. 94. 83. 32 21 250.35 248.48 92345. -96. -48. 94. 78. 124 22 250.33 248.45 92059. -286. -144. 94. 68. 18 23 250.30 248.39 91485. -574. -289. 94. 66. -129 24 250.28 248.33 90912. -573. -289. 94. 74. -121 25 250.25 248.29 90530. -382. -193. 94. 67. -32 26 250.23 248.34 91008. 478. 241. 94. 65. 400 27 250.20 248.32 90817. -191. -96. 94. 72. 70 28 250.18 248.29 90530. -287. -145. 94. 71. 20 29 250.15 248.26 90243. -287. -145. 94. 72. 21 30 250.13 248.23 89957. -286. -144. 94. 49. -1 31 250.10 248.21 89766. -191. -96. 94. 76. 74 __________________________________________________________________________ TOTAL FOR MONTH................ -7452. 1012. -4769. 2923. 2310. 1476. NET CHANGE IN DAY-SECOND-FEET.. -3757. -3757. 3757. AVERAGE FLOW IN C.F.S.......... -121. 94. 75. 48. CHANGE IN CONTENTS FOR MO.(4).. -7452. (1) COMPUTATIONS BASED ON THE DECEMBER 1985 CAPACITY TABLE. (2) BY 24-HOUR CLOCK, TIME IS 2400 OF DAY INDICATED UNLESS OTHERWISE NOTED. AVERAGE FLOW OR CHANGE IN RESERVOIR CONTENTS ARE FOR PERIOD ENDING AT TIME INDICATED. (3) BASED ON PROJECT RECORDS. DOES NOT INCLUDE EVAPORATION LOSSES. ALSO, OUTFLOW DOES NOT INCLUDE RALEIGH WATER SUPPLY WITHDRAWALS (SEE NEXT COLUMN). (4) BASED ON TOTAL CONTENTS AT BEGINNING AND END OF MONTH. RESERVOIR INFLOW COMPUTATIONS (1) NEUSE RIVER BASIN, N.C. FALLS LAKE NOVEMBER 1997 ELEVATION,NGVD29 CHANGE IN CONTENTS FLOW, CFS ________________ __________________ _________ TOTAL (2) GUIDE RESERVOIR CONTENTS ACRE - DAY-SEC-FEET (3) WATER DATE CURVE LEVEL AF FEET STORED DRAWDOWN OUTFLOW SUPPLY INFLOW __________________________________________________________________________ 250.10 248.21 89766. 1 250.10 248.28 90434. 668. 337. 94. 68. 499 2 250.10 248.29 90530. 96. 48. 94. 72. 214 3 250.10 248.24 90052. -478. -241. 94. 65. -82 4 250.10 248.22 89861. -191. -96. 94. 60. 58 5 250.10 248.19 89574. -287. -145. 94. 77. 26 6 250.10 248.20 89670. 96. 48. 94. 39. 181 7 250.10 248.19 89574. -96. -48. 94. 70. 116 8 250.10 248.19 89574. 0. 0. 94. 97. 191 9 250.10 248.12 88906. -668. -337. 94. 63. -180 10 250.10 248.10 88714. -192. -97. 94. 63. 60 11 250.10 248.06 88332. -382. -193. 94. 74. -25 12 250.10 248.06 88332. 0. 0. 94. 67. 161 13 250.10 248.17 89383. 1051. 530. 94. 31. 655 14 250.10 248.35 91103. 1720. 867. 94. 64. 1025 15 250.10 248.45 92059. 956. 482. 94. 98. 674 16 250.10 248.40 91581. -478. -241. 94. 60. -87 17 250.10 248.37 91294. -287. -145. 94. 57. 6 18 250.10 248.34 91008. -286. -144. 94. 67. 17 19 250.10 248.34 91008. 0. 0. 94. 78. 172 20 250.10 248.31 90721. -287. -145. 94. 69. 18 21 250.10 248.40 91581. 860. 434. 94. 69. 597 22 250.10 248.84 95785. 4204. 2120. 94. 69. 2283 23 250.10 248.95 96836. 1051. 530. 95. 69. 694 24 250.10 248.97 97027. 191. 96. 95. 55. 246 25 250.10 248.97 97027. 0. 0. 95. 86. 181 26 250.10 248.99 97218. 191. 96. 95. 61. 252 27 250.10 248.97 97027. -191. -96. 95. 74. 73 28 250.10 248.95 96836. -191. -96. 95. 58. 57 29 250.10 248.95 96836. 0. 0. 95. 44. 139 30 250.10 248.98 97123. 287. 145. 95. 75. 315 __________________________________________________________________________ TOTAL FOR MONTH................ 7357. 5733. -2024. 2828. 1999. 8536. NET CHANGE IN DAY-SECOND-FEET.. 3709. 3709. 3709. AVERAGE FLOW IN C.F.S.......... 124. 94. 67. 285. CHANGE IN CONTENTS FOR MO.(4).. 7357. (1) COMPUTATIONS BASED ON THE DECEMBER 1985 CAPACITY TABLE. (2) BY 24-HOUR CLOCK, TIME IS 2400 OF DAY INDICATED UNLESS OTHERWISE NOTED. AVERAGE FLOW OR CHANGE IN RESERVOIR CONTENTS ARE FOR PERIOD ENDING AT TIME INDICATED. (3) BASED ON PROJECT RECORDS. DOES NOT INCLUDE EVAPORATION LOSSES. ALSO, OUTFLOW IS EXCLUSIVE OF RALEIGH WATER SUPPLY WITHDRAWLS (SEE NEXT COLUMN) (4) BASED ON TOTAL CONTENTS AT BEGINNING AND END OF MONTH. RESERVOIR INFLOW COMPUTATIONS (1) NEUSE RIVER BASIN, N.C. FALLS LAKE DECEMBER 1997 ELEVATION,NGVD29 CHANGE IN CONTENTS FLOW, CFS ________________ __________________ _________ TOTAL (2) GUIDE RESERVOIR CONTENTS ACRE - DAY-SEC-FEET (3) WATER DATE CURVE LEVEL AF FEET STORED DRAWDOWN OUTFLOW SUPPLY INFLOW __________________________________________________________________________ 250.10 248.98 97123. 1 250.10 249.01 97422. 299. 151. 95. 77. 323 2 250.10 249.00 97314. -108. -54. 95. 59. 100 3 250.10 248.97 97027. -287. -145. 95. 65. 15 4 250.10 249.02 97530. 503. 254. 95. 55. 404 5 250.10 249.02 97530. 0. 0. 95. 72. 167 6 250.10 248.95 96836. -694. -350. 95. 59. -196 7 250.10 248.95 96836. 0. 0. 95. 78. 173 8 250.10 248.90 96359. -477. -240. 95. 75. -70 9 250.10 248.89 96263. -96. -48. 95. 68. 115 10 250.10 248.94 96741. 478. 241. 95. 61. 397 11 250.10 248.94 96741. 0. 0. 95. 48. 143 12 250.10 248.92 96550. -191. -96. 95. 76. 75 13 250.10 248.91 96454. -96. -48. 95. 59. 106 14 250.10 248.90 96359. -95. -48. 95. 83. 130 15 250.10 248.90 96359. 0. 0. 95. 53. 148 16 250.10 248.87 96072. -287. -145. 95. 66. 16 17 250.10 248.84 95785. -287. -145. 95. 69. 19 18 250.10 248.82 95594. -191. -96. 95. 69. 68 19 250.10 248.82 95594. 0. 0. 95. 70. 165 20 250.10 248.77 95116. -478. -241. 95. 59. -87 21 250.10 248.72 94639. -477. -240. 95. 76. -69 22 250.10 248.86 95976. 1337. 674. 95. 62. 831 23 250.10 248.90 96359. 383. 193. 95. 66. 354 24 250.10 249.02 97530. 1171. 590. 95. 63. 748 25 250.10 249.07 98071. 541. 273. 95. 53. 421 26 250.10 249.12 98612. 541. 273. 95. 33. 401 27 250.10 249.33 100882. 2270. 1144. 95. 74. 1313 28 250.10 249.56 103369. 2487. 1254. 95. 62. 1411 29 250.10 249.74 105316. 1947. 982. 95. 58. 1135 30 250.10 249.87 106721. 1405. 708. 96. 45. 849 31 250.10 249.85 106505. -216. -109. 96. 79. 66 __________________________________________________________________________ TOTAL FOR MONTH................ 9382. 6737. -2005. 2947. 1992. 9671. NET CHANGE IN DAY-SECOND-FEET.. 4730. 4732. 4732. AVERAGE FLOW IN C.F.S.......... 153. 95. 64. 312. CHANGE IN CONTENTS FOR MO.(4).. 9382. (1) COMPUTATIONS BASED ON THE DECEMBER 1985 CAPACITY TABLE. (2) BY 24-HOUR CLOCK, TIME IS 2400 OF DAY INDICATED UNLESS OTHERWISE NOTED. AVERAGE FLOW OR CHANGE IN RESERVOIR CONTENTS ARE FOR PERIOD ENDING AT TIME INDICATED. (3) BASED ON PROJECT RECORDS. DOES NOT INCLUDE EVAPORATION LOSSES. ALSO, OUTFLOW DOES NOT INCLUDE RALEIGH WATER SUPPLY WITHDRAWALS (SEE NEXT COLUMN). (4) BASED ON TOTAL CONTENTS AT BEGINNING AND END OF MONTH. RESERVOIR INFLOW COMPUTATIONS (1) NEUSE RIVER BASIN, N.C. FALLS LAKE JANUARY 1998 ELEVATION,NGVD29 CHANGE IN CONTENTS FLOW, CFS ________________ __________________ _________ TOTAL (2) GUIDE RESERVOIR CONTENTS ACRE - DAY-SEC-FEET (3) WATER DATE CURVE LEVEL AF FEET STORED DRAWDOWN OUTFLOW SUPPLY INFLOW __________________________________________________________________________ 250.10 249.85 106505. 1 250.10 249.88 106829. 324. 163. 96. 65. 324 2 250.10 249.95 107586. 757. 382. 96. 38. 516 3 250.10 249.95 107586. 0. 0. 96. 90. 186 4 250.10 249.97 107803. 217. 109. 96. 67. 272 5 250.10 249.97 107803. 0. 0. 96. 66. 162 6 250.10 250.00 108127. 324. 163. 96. 44. 303 7 250.10 249.99 108019. -108. -54. 96. 90. 132 8 250.10 250.57 114744. 6725. 3391. 96. 45. 3532 9 250.10 251.10 120976. 6232. 3142. 647. 64. 3853 10 250.10 250.93 118922. -2054. -1036. 2108. 84. 1156 11 250.10 250.59 114976. -3946. -1989. 2484. 60. 555 12 250.10 250.20 110449. -4527. -2282. 2519. 60. 297 13 250.10 250.12 109520. -929. -468. 1160. 72. 764 14 250.10 250.10 109288. -232. -117. 324. 59. 266 15 250.10 250.31 111725. 2437. 1229. 325. 55. 1609 16 250.10 251.93 131275. 19550. 9856. 327. 70. 10253 17 250.10 253.02 145556. 14281. 7200. 190. 75. 7465 18 250.10 253.26 148841. 3285. 1656. 99. 63. 1818 19 250.10 253.81 156370. 7529. 3796. 99. 56. 3951 20 250.10 254.01 159113. 2743. 1383. 1247. 52. 2682 21 250.10 253.70 154864. -4249. -2142. 3175. 82. 1115 22 250.10 253.19 147883. -6981. -3520. 4012. 47. 539 23 250.10 253.92 157876. 9993. 5038. 2118. 73. 7229 24 250.10 254.92 172010. 14134. 7126. 157. 74. 7357 25 250.10 255.15 175357. 3347. 1687. 965. 67. 2719 26 250.10 255.08 174324. -1033. -521. 1877. 47. 1403 27 250.10 255.68 183174. 8850. 4462. 1008. 56. 5526 28 250.10 257.74 215196. 32022. 16144. 160. 83. 16387 29 250.10 258.51 227880. 12684. 6395. 1144. 60. 7599 30 250.10 258.34 225044. -2836. -1430. 3150. 63. 1783 31 250.10 258.02 219705. -5339. -2692. 4054. 73. 1435 __________________________________________________________________________ TOTAL FOR MONTH................113200. 73322. -16251. 34117. 2000. 93188. NET CHANGE IN DAY-SECOND-FEET.. 57072. 57071. 57071. AVERAGE FLOW IN C.F.S.......... 1841. 1101. 65. 3006. CHANGE IN CONTENTS FOR MO.(4)..113200. (1) COMPUTATIONS BASED ON THE DECEMBER 1985 CAPACITY TABLE. (2) BY 24-HOUR CLOCK, TIME IS 2400 OF DAY INDICATED UNLESS OTHERWISE NOTED. AVERAGE FLOW OR CHANGE IN RESERVOIR CONTENTS ARE FOR PERIOD ENDING AT TIME INDICATED. (3) BASED ON PROJECT RECORDS. DOES NOT INCLUDE EVAPORATION LOSSES. ALSO, OUTFLOW DOES NOT INCLUDE RALEIGH WATER SUPPLY WITHDRAWALS (SEE NEXT COLUMN). (4) BASED ON TOTAL CONTENTS AT BEGINNING AND END OF MONTH. RESERVOIR INFLOW COMPUTATIONS (1) NEUSE RIVER BASIN, N.C. FALLS LAKE FEBRUARY 1998 ELEVATION,NGVD29 CHANGE IN CONTENTS FLOW, CFS ________________ __________________ _________ TOTAL (2) GUIDE RESERVOIR CONTENTS ACRE - DAY-SEC-FEET (3) WATER DATE CURVE LEVEL AF FEET STORED DRAWDOWN OUTFLOW SUPPLY INFLOW __________________________________________________________________________ 250.10 258.02 219705. 1 250.10 257.65 213751. -5954. -3002. 4042. 64. 1104 2 250.10 257.52 211663. -2088. -1053. 2397. 53. 1397 3 250.10 257.76 215517. 3854. 1943. 161. 72. 2176 4 250.10 259.62 246786. 31269. 15765. 163. 67. 15995 5 250.10 260.96 270641. 23855. 12027. 165. 60. 12252 6 250.10 261.22 275494. 4853. 2447. 1106. 69. 3622 7 250.10 261.17 274555. -939. -473. 2690. 61. 2278 8 250.10 260.90 269561. -4994. -2518. 3666. 69. 1217 9 250.10 260.62 264522. -5039. -2540. 4032. 56. 1548 10 250.10 260.19 256783. -7739. -3902. 4944. 76. 1118 11 250.10 259.61 246613.-10170. -5127. 5500. 62. 435 12 250.10 259.10 237786. -8827. -4450. 5516. 80. 1146 13 250.10 258.51 227880. -9906. -4994. 5521. 74. 601 14 250.10 257.89 217605.-10275. -5180. 5512. 66. 398 15 250.10 257.30 208130. -9475. -4777. 5517. 66. 806 16 250.10 256.84 200846. -7284. -3672. 4621. 65. 1014 17 250.10 258.84 233386. 32540. 16406. 1243. 66. 17715 18 250.10 260.84 268481. 35095. 17694. 165. 72. 17931 19 250.10 261.05 272300. 3819. 1925. 607. 57. 2589 20 250.10 260.81 267941. -4359. -2198. 3307. 68. 1177 21 250.10 260.26 258042. -9899. -4991. 5518. 63. 590 22 250.10 259.97 252844. -5198. -2621. 3865. 53. 1297 23 250.10 260.01 253543. 699. 352. 2476. 45. 2873 24 250.10 259.68 247824. -5719. -2883. 4067. 64. 1248 25 250.10 258.99 235888.-11936. -6018. 5905. 71. -42 26 250.10 258.36 225377.-10511. -5299. 6216. 64. 981 27 250.10 257.65 213751.-11626. -5861. 6500. 71. 710 28 250.10 256.94 202388.-11363. -5729. 6462. 94. 827 __________________________________________________________________________ TOTAL FOR MONTH................-17317. 68559. -77288. 101884. 1848. 95003. NET CHANGE IN DAY-SECOND-FEET.. -8731. -8729. 8729. AVERAGE FLOW IN C.F.S.......... -312. 3639. 66. 3393. CHANGE IN CONTENTS FOR MO.(4)..-17317. (1) COMPUTATIONS BASED ON THE DECEMBER 1985 CAPACITY TABLE. (2) BY 24-HOUR CLOCK, TIME IS 2400 OF DAY INDICATED UNLESS OTHERWISE NOTED. AVERAGE FLOW OR CHANGE IN RESERVOIR CONTENTS ARE FOR PERIOD ENDING AT TIME INDICATED. (3) BASED ON PROJECT RECORDS. DOES NOT INCLUDE EVAPORATION LOSSES. ALSO, OUTFLOW DOES NOT INCLUDE RALEIGH WATER SUPPLY WITHDRAWALS (SEE NEXT COLUMN). (4) BASED ON TOTAL CONTENTS AT BEGINNING AND END OF MONTH. RESERVOIR INFLOW COMPUTATIONS (1) NEUSE RIVER BASIN, N.C. FALLS LAKE MARCH 1998 ELEVATION,NGVD29 CHANGE IN CONTENTS FLOW, CFS ________________ __________________ _________ TOTAL (2) GUIDE RESERVOIR CONTENTS ACRE - DAY-SEC-FEET (3) WATER DATE CURVE LEVEL AF FEET STORED DRAWDOWN OUTFLOW SUPPLY INFLOW __________________________________________________________________________ 250.10 256.94 202388. 1 250.10 256.19 190824.-11564. -5830. 6453. 51. 674 2 250.10 255.45 179781.-11043. -5568. 6473. 70. 975 3 250.10 254.57 167050.-12731. -6419. 6498. 70. 149 4 250.10 253.74 155412.-11638. -5867. 6332. 50. 515 5 250.10 252.92 144231.-11181. -5637. 5864. 79. 306 6 250.10 252.32 136348. -7883. -3974. 4716. 115. 857 7 250.10 252.18 134509. -1839. -927. 1928. 86. 1087 8 250.10 252.65 140684. 6175. 3113. 154. 95. 3362 9 250.10 254.52 166341. 25657. 12935. 156. 77. 13168 10 250.10 255.28 177274. 10933. 5512. 158. 96. 5766 11 250.10 255.13 175061. -2213. -1116. 1979. 46. 909 12 250.10 254.67 168467. -6594. -3324. 4040. 66. 782 13 250.10 254.17 161380. -7087. -3573. 4024. 71. 522 14 250.10 253.71 155001. -6379. -3216. 4060. 89. 933 15 250.10 253.39 150621. -4380. -2208. 3178. 79. 1049 16 250.10 253.06 146103. -4518. -2278. 2540. 60. 322 17 250.10 252.98 145019. -1084. -547. 1587. 69. 1109 18 250.10 254.26 162656. 17637. 8892. 156. 65. 9113 19 250.10 260.29 258582. 95926. 48363. 160. 58. 48581 20 250.10 262.15 293090. 34508. 17398. 166. 57. 17621 21 250.10 263.64 322818. 29728. 14988. 1152. 65. 16205 22 250.10 263.49 319757. -3061. -1543. 4629. 73. 3159 23 250.10 263.00 309756.-10001. -5042. 6524. 57. 1539 24 250.10 262.57 301325. -8431. -4251. 6513. 65. 2327 25 250.10 261.97 289585.-11740. -5919. 6526. 80. 687 26 250.10 261.45 279816. -9769. -4925. 6492. 65. 1632 27 250.10 260.75 266862.-12954. -6531. 6672. 61. 202 28 250.10 260.09 254983.-11879. -5989. 6990. 56. 1057 29 250.10 259.36 242286.-12697. -6401. 6946. 79. 624 30 250.10 258.61 229548.-12738. -6422. 6952. 62. 592 31 250.10 257.83 216641.-12907. -6507. 6771. 90. 354 __________________________________________________________________________ TOTAL FOR MONTH................ 14253.111201.-104014. 126789. 2202. 136178. NET CHANGE IN DAY-SECOND-FEET.. 7186. 7187. 7187. AVERAGE FLOW IN C.F.S.......... 232. 4090. 71. 4393. CHANGE IN CONTENTS FOR MO.(4).. 14253. (1) COMPUTATIONS BASED ON THE DECEMBER 1985 CAPACITY TABLE. (2) BY 24-HOUR CLOCK, TIME IS 2400 OF DAY INDICATED UNLESS OTHERWISE NOTED. AVERAGE FLOW OR CHANGE IN RESERVOIR CONTENTS ARE FOR PERIOD ENDING AT TIME INDICATED. (3) BASED ON PROJECT RECORDS. DOES NOT INCLUDE EVAPORATION LOSSES. ALSO, OUTFLOW DOES NOT INCLUDE RALEIGH WATER SUPPLY WITHDRAWALS (SEE NEXT COLUMN). (4) BASED ON TOTAL CONTENTS AT BEGINNING AND END OF MONTH. RESERVOIR INFLOW COMPUTATIONS (1) NEUSE RIVER BASIN, N.C. FALLS LAKE APRIL 1998 ELEVATION,NGVD29 CHANGE IN CONTENTS FLOW, CFS ________________ __________________ _________ TOTAL (2) GUIDE RESERVOIR CONTENTS ACRE - DAY-SEC-FEET (3) WATER DATE CURVE LEVEL AF FEET STORED DRAWDOWN OUTFLOW SUPPLY INFLOW __________________________________________________________________________ 250.10 257.83 216641. 1 250.13 257.31 208291. -8350. -4210. 5746. 78. 1614 2 250.16 256.72 198996. -9295. -4686. 5029. 50. 393 3 250.19 256.12 189744. -9252. -4665. 5040. 81. 456 4 250.22 255.58 181699. -8045. -4056. 5012. 83. 1039 5 250.25 255.02 173439. -8260.(5) -4345. 4988. 57. 700 6 250.28 254.44 165207. -8232. -4150. 4980. 69. 899 7 250.31 253.85 156918. -8289. -4179. 4582. 92. 495 8 250.34 253.31 149526. -7392. -3727. 3988. 75. 336 9 250.37 253.38 150484. 958. 483. 3976. 49. 4508 10 250.40 252.85 143311. -7173. -3616. 3624. 97. 105 11 250.43 252.45 138056. -5255. -2649. 3054. 68. 473 12 250.46 252.15 134115. -3941. -1987. 3042. 72. 1127 13 250.49 251.82 129910. -4205. -2120. 2502. 57. 439 14 250.52 251.59 127056. -2854. -1439. 2030. 65. 656 15 250.55 251.45 125319. -1737. -876. 1384. 88. 596 16 250.58 251.36 124202. -1117. -563. 1019. 69. 525 17 250.61 251.68 128173. 3971. 2002. 651. 71. 2724 18 250.64 252.44 137925. 9752. 4917. 153. 78. 5148 19 250.67 252.60 140027. 2102. 1060. 154. 78. 1292 20 250.70 252.52 138976. -1051. -530. 1593. 71. 1134 21 250.73 252.18 134509. -4467. -2252. 3046. 61. 855 22 250.76 251.83 130034. -4475. -2256. 3034. 77. 855 23 250.79 251.47 125567. -4467. -2252. 2870. 59. 677 24 250.82 251.36 124202. -1365. -688. 1421. 71. 804 25 250.85 251.32 123706. -496. -250. 611. 101. 462 26 250.88 251.13 121348. -2358. -1189. 983. 98. -108 27 250.91 251.00 119735. -1613. -813. 981. 84. 252 28 250.94 250.90 118574. -1161. -585. 574. 74. 63 29 250.97 250.83 117762. -812. -409. 327. 75. -7 30 251.00 250.81 117529. -233. -117. 327. 61. 271 __________________________________________________________________________ TOTAL FOR MONTH................-99112. 8462. -58609. 76721. 2209. 28783. NET CHANGE IN DAY-SECOND-FEET..-50147. -50147. 50147. AVERAGE FLOW IN C.F.S.......... -1672. 2557. 74. 959. CHANGE IN CONTENTS FOR MO.(4)..-99112. (1) COMPUTATIONS BASED ON THE DECEMBER 1985 CAPACITY TABLE. (2) BY 24-HOUR CLOCK, TIME IS 2400 OF DAY INDICATED UNLESS OTHERWISE NOTED. AVERAGE FLOW OR CHANGE IN RESERVOIR CONTENTS ARE FOR PERIOD ENDING AT TIME INDICATED. (3) BASED ON PROJECT RECORDS. DOES NOT INCLUDE EVAPORATION LOSSES. ALSO, OUTFLOW DOES NOT INCLUDE RALEIGH WATER SUPPLY WITHDRAWALS (SEE NEXT COLUMN). (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) NEUSE RIVER BASIN, N.C. FALLS LAKE MAY 1998 ELEVATION,NGVD29 CHANGE IN CONTENTS FLOW, CFS ________________ __________________ _________ TOTAL (2) GUIDE RESERVOIR CONTENTS ACRE - DAY-SEC-FEET (3) WATER DATE CURVE LEVEL AF FEET STORED DRAWDOWN OUTFLOW SUPPLY INFLOW __________________________________________________________________________ 250.10 250.81 117529. 1 250.10 250.85 117994. 465. 234. 258. 82. 574 2 250.10 250.88 118342. 348. 175. 209. 94. 478 3 250.10 251.01 119859. 1517. 765. 209. 75. 1049 4 250.10 251.02 119983. 124. 63. 210. 82. 355 5 250.10 251.05 120355. 372. 188. 173. 69. 430 6 250.10 251.02 119983. -372. -188. 152. 84. 48 7 250.10 251.05 120355. 372. 188. 152. 66. 406 8 250.10 251.14 121472. 1117. 563. 152. 69. 784 9 250.10 251.14 121472. 0. 0. 152. 93. 245 10 250.10 251.14 121472. 0. 0. 152. 75. 227 11 250.10 251.26 122961. 1489. 751. 152. 75. 978 12 250.10 251.32 123706. 745. 376. 152. 68. 596 13 250.10 251.32 123706. 0. 0. 152. 64. 216 14 250.10 251.33 123830. 124. 63. 152. 58. 273 15 250.10 251.39 124575. 745. 376. 152. 67. 595 16 250.10 251.31 123582. -993. -501. 152. 109. -240 17 250.10 251.31 123582. 0. 0. 152. 110. 262 18 250.10 251.28 123210. -372. -188. 152. 61. 25 19 250.10 251.28 123210. 0. 0. 152. 81. 233 20 250.10 251.24 122713. -497. -251. 152. 115. 16 21 250.10 251.23 122589. -124. -63. 152. 84. 173 22 250.10 251.28 123210. 621. 313. 152. 61. 526 23 250.10 251.32 123706. 496. 250. 152. 98. 500 24 250.10 251.41 124823. 1117. 563. 152. 64. 779 25 250.10 251.46 125443. 620. 313. 152. 79. 544 26 250.10 251.44 125195. -248. -125. 152. 57. 84 27 250.10 251.50 125940. 745. 376. 153. 105. 634 28 250.10 251.49 125815. -125. -63. 153. 94. 184 29 250.10 251.55 126560. 745. 376. 153. 74. 603 30 250.10 251.52 126188. -372. -188. 153. 97. 62 31 250.10 251.47 125567. -621. -313. 153. 84. -76 __________________________________________________________________________ TOTAL FOR MONTH................ 8038. 5933. -1880. 5016. 2494. 11563. NET CHANGE IN DAY-SECOND-FEET.. 4053. 4053. 4053. AVERAGE FLOW IN C.F.S.......... 131. 162. 80. 373. CHANGE IN CONTENTS FOR MO.(4).. 8038. (1) COMPUTATIONS BASED ON THE DECEMBER 1985 CAPACITY TABLE. (2) BY 24-HOUR CLOCK, TIME IS 2400 OF DAY INDICATED UNLESS OTHERWISE NOTED. AVERAGE FLOW OR CHANGE IN RESERVOIR CONTENTS ARE FOR PERIOD ENDING AT TIME INDICATED. (3) BASED ON PROJECT RECORDS. DOES NOT INCLUDE EVAPORATION LOSSES. ALSO, OUTFLOW DOES NOT INCLUDE RALEIGH WATER SUPPLY WITHDRAWALS (SEE NEXT COLUMN). (4) BASED ON TOTAL CONTENTS AT BEGINNING AND END OF MONTH. RESERVOIR INFLOW COMPUTATIONS (1) NEUSE RIVER BASIN, N.C. FALLS LAKE JUNE 1998 ELEVATION,NGVD29 CHANGE IN CONTENTS FLOW, CFS ________________ __________________ _________ TOTAL (2) GUIDE RESERVOIR CONTENTS ACRE - DAY-SEC-FEET (3) WATER DATE CURVE LEVEL AF FEET STORED DRAWDOWN OUTFLOW SUPPLY INFLOW __________________________________________________________________________ 251.00 251.47 125567. 1 251.00 251.44 125195. -372. -188. 153. 96. 61 2 251.00 251.42 124947. -248. -125. 152. 101. 128 3 251.00 251.42 124947. 0. 0. 152. 88. 240 4 251.00 251.39 124575. -372. -188. 152. 66. 30 5 251.00 251.42 124947. 372. 188. 152. 82. 422 6 251.00 251.45 125319. 372. 188. 152. 97. 437 7 251.00 251.41 124823. -496. -250. 153. 76. -21 8 251.00 251.42 124947. 124. 63. 152. 87. 302 9 251.00 251.35 124078. -869. -438. 152. 79. -207 10 251.00 251.37 124326. 248. 125. 152. 81. 358 11 251.00 251.35 124078. -248. -125. 152. 66. 93 12 251.00 251.35 124078. 0. 0. 152. 81. 233 13 251.00 251.30 123458. -620. -313. 152. 101. -60 14 251.00 251.29 123334. -124. -63. 152. 92. 181 15 251.00 251.34 123954. 620. 313. 152. 85. 550 16 251.00 251.33 123830. -124. -63. 152. 63. 152 17 251.00 251.29 123334. -496. -250. 152. 86. -12 18 251.00 251.26 122961. -373. -188. 152. 83. 47 19 251.00 251.22 122465. -496. -250. 152. 82. -16 20 251.00 251.18 121969. -496. -250. 152. 114. 16 21 251.00 251.14 121472. -497. -251. 152. 111. 12 22 251.00 251.12 121224. -248. -125. 152. 85. 112 23 251.00 251.16 121720. 496. 250. 152. 80. 482 24 251.00 251.09 120852. -868. -438. 152. 96. -190 25 251.00 251.06 120480. -372. -188. 152. 95. 59 26 251.00 251.02 119983. -497. -251. 152. 94. -5 27 251.00 250.97 119387. -596. -300. 152. 116. -32 28 251.00 250.91 118690. -697. -351. 152. 115. -84 29 251.00 250.90 118574. -116. -58. 152. 111. 205 30 251.00 250.85 117994. -580. -292. 118. 113. -61 __________________________________________________________________________ TOTAL FOR MONTH................ -7573. 1127. -4945. 4528. 2722. 3432. NET CHANGE IN DAY-SECOND-FEET.. -3818. -3818. 3818. AVERAGE FLOW IN C.F.S.......... -127. 151. 91. 114. CHANGE IN CONTENTS FOR MO.(4).. -7573. (1) COMPUTATIONS BASED ON THE DECEMBER 1985 CAPACITY TABLE. (2) BY 24-HOUR CLOCK, TIME IS 2400 OF DAY INDICATED UNLESS OTHERWISE NOTED. AVERAGE FLOW OR CHANGE IN RESERVOIR CONTENTS ARE FOR PERIOD ENDING AT TIME INDICATED. (3) BASED ON PROJECT RECORDS. DOES NOT INCLUDE EVAPORATION LOSSES. ALSO, OUTFLOW DOES NOT INCLUDE RALEIGH WATER SUPPLY WITHDRAWALS (SEE NEXT COLUMN). (4) BASED ON TOTAL CONTENTS AT BEGINNING AND END OF MONTH. RESERVOIR INFLOW COMPUTATIONS (1) NEUSE RIVER BASIN, N.C. FALLS LAKE JULY 1998 ELEVATION,NGVD29 CHANGE IN CONTENTS FLOW, CFS ________________ __________________ _________ TOTAL (2) GUIDE RESERVOIR CONTENTS ACRE - DAY-SEC-FEET (3) WATER DATE CURVE LEVEL AF FEET STORED DRAWDOWN OUTFLOW SUPPLY INFLOW __________________________________________________________________________ 251.00 250.85 117994. 1 251.00 250.83 117762. -232. -117. 97. 113. 93 2 251.00 250.62 115324. -2438. -1229. 97. 109. -1023 3 251.00 250.47 113583. -1741. -878. 96. 105. -677 4 251.00 250.62 115324. 1741. 878. 96. 105. 1079 5 251.00 250.53 114279. -1045. -527. 96. 85. -346 6 251.00 250.64 115556. 1277. 644. 96. 87. 827 7 251.00 250.58 114860. -696. -351. 96. 94. -161 8 251.00 250.55 114511. -349. -176. 96. 98. 18 9 251.00 250.49 113815. -696. -351. 96. 86. -169 10 251.00 250.50 113931. 116. 58. 96. 106. 260 11 251.00 250.46 113467. -464. -234. 96. 97. -41 12 251.00 250.40 112770. -697. -351. 96. 98. -157 13 251.00 250.35 112190. -580. -292. 96. 95. -101 14 251.00 250.30 111609. -581. -293. 96. 99. -98 15 251.00 250.26 111145. -464. -234. 96. 101. -37 16 251.00 250.23 110797. -348. -175. 96. 101. 22 17 251.00 250.23 110797. 0. 0. 96. 83. 179 18 251.00 250.17 110100. -697. -351. 96. 91. -164 19 251.00 250.16 109984. -116. -58. 96. 95. 133 20 251.00 250.14 109752. -232. -117. 96. 96. 75 21 251.00 250.10 109288. -464. -234. 96. 112. -26 22 251.00 250.10 109288. 0. 0. 96. 114. 210 23 251.00 250.10 109288. 0. 0. 96. 112. 208 24 251.00 250.10 109288. 0. 0. 96. 75. 171 25 251.00 250.11 109404. 116. 58. 96. 100. 254 26 251.00 250.09 109172. -232. -117. 96. 105. 84 27 251.00 250.10 109288. 116. 58. 96. 63. 217 28 251.00 250.05 108707. -581. -293. 96. 81. -116 29 251.00 250.00 108127. -580. -292. 96. 94. -102 30 251.00 250.06 108823. 696. 351. 96. 103. 550 31 251.00 249.97 107803. -1020. -514. 96. 114. -304 __________________________________________________________________________ TOTAL FOR MONTH................-10191. 2047. -7184. 2978. 3017. 858. NET CHANGE IN DAY-SECOND-FEET.. -5138. -5137. 5137. AVERAGE FLOW IN C.F.S.......... -166. 96. 97. 28. CHANGE IN CONTENTS FOR MO.(4)..-10191. (1) COMPUTATIONS BASED ON THE DECEMBER 1985 CAPACITY TABLE. (2) BY 24-HOUR CLOCK, TIME IS 2400 OF DAY INDICATED UNLESS OTHERWISE NOTED. AVERAGE FLOW OR CHANGE IN RESERVOIR CONTENTS ARE FOR PERIOD ENDING AT TIME INDICATED. (3) BASED ON PROJECT RECORDS. DOES NOT INCLUDE EVAPORATION LOSSES. ALSO, OUTFLOW DOES NOT INCLUDE RALEIGH WATER SUPPLY WITHDRAWALS (SEE NEXT COLUMN). (4) BASED ON TOTAL CONTENTS AT BEGINNING AND END OF MONTH. RESERVOIR INFLOW COMPUTATIONS (1) NEUSE RIVER BASIN, N.C. FALLS LAKE AUGUST 1998 ELEVATION,NGVD29 CHANGE IN CONTENTS FLOW, CFS ________________ __________________ _________ TOTAL (2) GUIDE RESERVOIR CONTENTS ACRE - DAY-SEC-FEET (3) WATER DATE CURVE LEVEL AF FEET STORED DRAWDOWN OUTFLOW SUPPLY INFLOW __________________________________________________________________________ 251.00 249.97 107803. 1 251.00 249.91 107154. -649. -327. 96. 80. -151 2 251.00 249.86 106613. -541. -273. 96. 86. -91 3 251.00 249.81 106073. -540. -272. 96. 80. -96 4 251.00 249.77 105640. -433. -218. 96. 96. -26 5 251.00 249.74 105316. -324. -163. 96. 101. 34 6 251.00 249.69 104775. -541. -273. 95. 109. -69 7 251.00 249.66 104451. -324. -163. 95. 94. 26 8 251.00 249.65 104342. -109. -55. 95. 91. 131 9 251.00 249.60 103802. -540. -272. 95. 89. -88 10 251.00 249.68 104667. 865. 436. 95. 80. 611 11 251.00 249.65 104342. -325. -164. 95. 81. 12 12 251.00 249.61 103910. -432. -218. 95. 90. -33 13 251.00 249.55 103261. -649. -327. 95. 93. -139 14 251.00 249.36 101207. -2054. -1036. 95. 88. -853 15 251.00 249.40 101639. 432. 218. 95. 97. 410 16 251.00 249.56 103369. 1730. 872. 95. 89. 1056 17 251.00 249.66 104451. 1082. 546. 95. 91. 732 18 251.00 249.65 104342. -109. -55. 95. 89. 129 19 251.00 249.59 103694. -648. -327. 95. 91. -141 20 251.00 249.53 103045. -649. -327. 95. 91. -141 21 251.00 249.50 102721. -324. -163. 95. 96. 28 22 251.00 249.45 102180. -541. -273. 95. 102. -76 23 251.00 249.40 101639. -541. -273. 95. 90. -88 24 251.00 249.36 101207. -432. -218. 95. 106. -17 25 251.00 249.30 100558. -649. -327. 95. 72. -160 26 251.00 249.36 101207. 649. 327. 95. 91. 513 27 251.00 249.32 100774. -433. -218. 95. 85. -38 28 251.00 249.22 99693. -1081. -545. 95. 83. -367 29 251.00 249.15 98936. -757. -382. 95. 111. -176 30 251.00 249.14 98828. -108. -54. 95. 102. 143 31 251.00 249.09 98287. -541. -273. 95. 67. -111 __________________________________________________________________________ TOTAL FOR MONTH................ -9516. 2399. -7196. 2950. 2811. 964. NET CHANGE IN DAY-SECOND-FEET.. -4798. -4797. 4797. AVERAGE FLOW IN C.F.S.......... -155. 95. 91. 31. CHANGE IN CONTENTS FOR MO.(4).. -9516. (1) COMPUTATIONS BASED ON THE DECEMBER 1985 CAPACITY TABLE. (2) BY 24-HOUR CLOCK, TIME IS 2400 OF DAY INDICATED UNLESS OTHERWISE NOTED. AVERAGE FLOW OR CHANGE IN RESERVOIR CONTENTS ARE FOR PERIOD ENDING AT TIME INDICATED. (3) BASED ON PROJECT RECORDS. DOES NOT INCLUDE EVAPORATION LOSSES. ALSO, OUTFLOW DOES NOT INCLUDE RALEIGH WATER SUPPLY WITHDRAWALS (SEE NEXT COLUMN). (4) BASED ON TOTAL CONTENTS AT BEGINNING AND END OF MONTH. RESERVOIR INFLOW COMPUTATIONS (1) NEUSE RIVER BASIN, N.C. FALLS LAKE SEPTEMBER 1998 ELEVATION,NGVD29 CHANGE IN CONTENTS FLOW, CFS ________________ __________________ _________ TOTAL (2) GUIDE RESERVOIR CONTENTS ACRE - DAY-SEC-FEET (3) WATER DATE CURVE LEVEL AF FEET STORED DRAWDOWN OUTFLOW SUPPLY INFLOW __________________________________________________________________________ 251.00 249.09 98287. 1 251.00 249.01 97422. -865. -436. 95. 73. -268 2 251.00 249.00 97314. -108. -54. 95. 110. 151 3 251.00 249.10 98395. 1081. 545. 95. 115. 755 4 251.00 249.45 102180. 3785. 1908. 95. 71. 2074 5 251.00 249.45 102180. 0. 0. 95. 90. 185 6 251.00 249.44 102072. -108. -54. 95. 76. 117 7 251.00 249.42 101855. -217. -109. 95. 87. 73 8 251.00 249.45 102180. 325. 164. 95. 74. 333 9 251.00 249.38 101423. -757. -382. 95. 97. -190 10 251.00 249.33 100882. -541. -273. 95. 84. -94 11 251.00 249.29 100450. -432. -218. 95. 86. -37 12 251.00 249.25 100017. -433. -218. 95. 84. -39 13 251.00 249.21 99585. -432. -218. 95. 101. -22 14 251.00 249.15 98936. -649. -327. 95. 91. -141 15 251.00 249.11 98503. -433. -218. 95. 94. -29 16 251.00 249.06 97963. -540. -272. 95. 103. -74 17 251.00 249.03 97638. -325. -164. 95. 63. -6 18 251.00 249.01 97422. -216. -109. 95. 84. 70 19 251.00 248.89 96263. -1159. -584. 95. 112. -377 20 251.00 248.90 96359. 96. 48. 95. 102. 245 21 251.00 248.87 96072. -287. -145. 95. 90. 40 22 251.00 248.85 95881. -191. -96. 95. 100. 99 23 251.00 248.74 94830. -1051. -530. 95. 101. -334 24 251.00 248.69 94352. -478. -241. 95. 64. -82 25 251.00 248.65 93970. -382. -193. 95. 77. -21 26 251.00 248.61 93588. -382. -193. 94. 114. 15 27 251.00 248.56 93110. -478. -241. 103. 112. -26 28 251.00 248.52 92728. -382. -193. 113. 83. 3 29 251.00 248.45 92059. -669. -337. 133. 109. -95 30 251.00 248.40 91581. -478. -241. 195. 113. 67 __________________________________________________________________________ TOTAL FOR MONTH................ -6706. 2665. -6046. 3013. 2760. 2392. NET CHANGE IN DAY-SECOND-FEET.. -3381. -3381. 3381. AVERAGE FLOW IN C.F.S.......... -113. 100. 92. 80. CHANGE IN CONTENTS FOR MO.(4).. -6706. (1) COMPUTATIONS BASED ON THE DECEMBER 1985 CAPACITY TABLE. (2) BY 24-HOUR CLOCK, TIME IS 2400 OF DAY INDICATED UNLESS OTHERWISE NOTED. AVERAGE FLOW OR CHANGE IN RESERVOIR CONTENTS ARE FOR PERIOD ENDING AT TIME INDICATED. (3) BASED ON PROJECT RECORDS. DOES NOT INCLUDE EVAPORATION LOSSES. ALSO, OUTFLOW DOES NOT INCLUDE RALEIGH WATER SUPPLY WITHDRAWALS (SEE NEXT COLUMN). (4) BASED ON TOTAL CONTENTS AT BEGINNING AND END OF MONTH. RESERVOIR INFLOW COMPUTATIONS (1) NEUSE RIVER BASIN, N.C. FALLS LAKE OCTOBER 1998 ELEVATION,NGVD29 CHANGE IN CONTENTS FLOW, CFS ________________ __________________ _________ TOTAL (2) GUIDE RESERVOIR CONTENTS ACRE - DAY-SEC-FEET (3) WATER DATE CURVE LEVEL AF FEET STORED DRAWDOWN OUTFLOW SUPPLY INFLOW __________________________________________________________________________ 251.00 248.40 91581. 1 250.96 248.35 91103. -478. -241. 190. 76. 25 2 250.93 248.26 90243. -860. -434. 170. 83. -181 3 250.89 248.19 89574. -669. -337. 161. 112. -64 4 250.85 248.18 89479. -95. -48. 161. 113. 226 5 250.82 248.10 88714. -765. -386. 152. 102. -132 6 250.78 248.04 88141. -573. -289. 147. 94. -48 7 250.74 247.98 87583. -558. -281. 147. 87. -47 8 250.71 248.15 89192. 1609. 811. 147. 70. 1028 9 250.67 248.04 88141. -1051. -530. 111. 80. -339 10 250.63 248.09 88619. 478. 241. 94. 98. 433 11 250.60 248.05 88237. -382. -193. 129. 89. 25 12 250.56 248.00 87759. -478. -241. 147. 79. -15 13 250.52 247.95 87319. -440. -222. 147. 78. 3 14 250.49 247.92 87055. -264. -133. 147. 111. 125 15 250.45 247.84 86352. -703. -354. 147. 93. -114 16 250.43 247.79 85912. -440. -222. 147. 94. 19 17 250.41 247.73 85385. -527. -266. 147. 106. -13 18 250.38 247.69 85033. -352. -177. 147. 80. 50 19 250.36 247.65 84681. -352. -177. 147. 91. 61 20 250.34 247.63 84505. -176. -89. 147. 90. 148 21 250.32 247.57 83978. -527. -266. 147. 87. -32 22 250.30 247.51 83450. -528. -266. 147. 68. -51 23 250.27 247.44 82834. -616. -311. 147. 78. -86 24 250.25 247.38 82307. -527. -266. 146. 113. -7 25 250.23 247.33 81867. -440.(5) -213. 146. 113. 46 26 250.21 247.27 81339. -528. -266. 146. 108. -12 27 250.19 247.21 80812. -527. -266. 146. 96. -24 28 250.17 247.18 80548. -264. -133. 146. 87. 100 29 250.14 247.15 80284. -264. -133. 130. 70. 67 30 250.12 247.10 79844. -440. -222. 106. 75. -41 31 250.10 247.06 79493. -351. -177. 106. 73. 2 __________________________________________________________________________ TOTAL FOR MONTH................-12088. 1052. -7139. 4445. 2794. 1152. NET CHANGE IN DAY-SECOND-FEET.. -6087. -6087. 6087. AVERAGE FLOW IN C.F.S.......... -196. 143. 90. 37. CHANGE IN CONTENTS FOR MO.(4)..-12088. (1) COMPUTATIONS BASED ON THE DECEMBER 1985 CAPACITY TABLE. (2) BY 24-HOUR CLOCK, TIME IS 2400 OF DAY INDICATED UNLESS OTHERWISE NOTED. AVERAGE FLOW OR CHANGE IN RESERVOIR CONTENTS ARE FOR PERIOD ENDING AT TIME INDICATED. (3) BASED ON PROJECT RECORDS. DOES NOT INCLUDE EVAPORATION LOSSES. ALSO, OUTFLOW DOES NOT INCLUDE RALEIGH WATER SUPPLY WITHDRAWALS (SEE NEXT COLUMN). (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) NEUSE RIVER BASIN, N.C. FALLS LAKE NOVEMBER 1998 ELEVATION,NGVD29 CHANGE IN CONTENTS FLOW, CFS ________________ __________________ _________ TOTAL (2) GUIDE RESERVOIR CONTENTS ACRE - DAY-SEC-FEET (3) WATER DATE CURVE LEVEL AF FEET STORED DRAWDOWN OUTFLOW SUPPLY INFLOW __________________________________________________________________________ 250.10 247.06 79493. 1 250.10 246.99 78885. -608. -307. 106. 112. -89 2 250.10 246.96 78645. -240. -121. 99. 92. 70 3 250.10 247.10 79844. 1199. 604. 93. 80. 777 4 250.10 247.06 79493. -351. -177. 93. 81. -3 5 250.10 247.03 79229. -264. -133. 93. 53. 13 6 250.10 246.99 78885. -344. -173. 93. 75. -5 7 250.10 246.94 78484. -401. -202. 93. 108. -1 8 250.10 246.89 78084. -400. -202. 93. 101. -8 9 250.10 246.86 77843. -241. -122. 93. 70. 41 10 250.10 246.76 77042. -801. -404. 93. 75. -236 11 250.10 246.80 77363. 321. 162. 93. 99. 354 12 250.10 246.76 77042. -321. -162. 93. 79. 10 13 250.10 246.72 76722. -320. -161. 93. 73. 5 14 250.10 246.70 76561. -161. -81. 93. 65. 77 15 250.10 246.68 76401. -160. -81. 93. 89. 101 16 250.10 246.68 76401. 0. 0. 93. 70. 163 17 250.10 246.65 76161. -240. -121. 93. 82. 54 18 250.10 246.60 75760. -401. -202. 92. 79. -31 19 250.10 246.59 75680. -80. -40. 92. 63. 115 20 250.10 246.61 75840. 160. 81. 92. 79. 252 21 250.10 246.51 75039. -801. -404. 92. 83. -229 22 250.10 246.45 74558. -481. -243. 92. 69. -82 23 250.10 246.44 74478. -80. -40. 73. 86. 119 24 250.10 246.39 74078. -400. -202. 58. 82. -62 25 250.10 246.32 73517. -561. -283. 58. 77. -148 26 250.10 246.36 73837. 320. 161. 58. 69. 288 27 250.10 246.34 73677. -160. -81. 58. 68. 45 28 250.10 246.31 73437. -240. -121. 58. 74. 11 29 250.10 246.28 73196. -241. -122. 58. 69. 5 30 250.10 246.27 73116. -80. -40. 58. 72. 90 __________________________________________________________________________ TOTAL FOR MONTH................ -6377. 1008. -4225. 2539. 2374. 1696. NET CHANGE IN DAY-SECOND-FEET.. -3215. -3217. 3217. AVERAGE FLOW IN C.F.S.......... -107. 85. 79. 57. CHANGE IN CONTENTS FOR MO.(4).. -6377. (1) COMPUTATIONS BASED ON THE DECEMBER 1985 CAPACITY TABLE. (2) BY 24-HOUR CLOCK, TIME IS 2400 OF DAY INDICATED UNLESS OTHERWISE NOTED. AVERAGE FLOW OR CHANGE IN RESERVOIR CONTENTS ARE FOR PERIOD ENDING AT TIME INDICATED. (3) BASED ON PROJECT RECORDS. DOES NOT INCLUDE EVAPORATION LOSSES. ALSO, OUTFLOW DOES NOT INCLUDE RALEIGH WATER SUPPLY WITHDRAWALS (SEE NEXT COLUMN). (4) BASED ON TOTAL CONTENTS AT BEGINNING AND END OF MONTH. RESERVOIR INFLOW COMPUTATIONS (1) NEUSE RIVER BASIN, N.C. FALLS LAKE DECEMBER 1998 ELEVATION,NGVD29 CHANGE IN CONTENTS FLOW, CFS ________________ __________________ _________ TOTAL (2) GUIDE RESERVOIR CONTENTS ACRE - DAY-SEC-FEET (3) WATER DATE CURVE LEVEL AF FEET STORED DRAWDOWN OUTFLOW SUPPLY INFLOW __________________________________________________________________________ 250.10 246.27 73116. 1 250.10 246.24 72876. -240. -121. 58. 72. 9 2 250.10 246.21 72636. -240. -121. 58. 86. 23 3 250.10 246.19 72475. -161. -81. 58. 67. 44 4 250.10 246.17 72315. -160. -81. 58. 79. 56 5 250.10 246.14 72075. -240. -121. 58. 96. 33 6 250.10 246.11 71834. -241. -122. 58. 87. 23 7 250.10 246.08 71594. -240. -121. 58. 75. 12 8 250.10 246.07 71514. -80. -40. 58. 68. 86 9 250.10 246.09 71674. 160. 81. 58. 78. 217 10 250.10 246.08 71594. -80. -40. 58. 72. 90 11 250.10 246.04 71273. -321. -162. 58. 77. -27 12 250.10 246.05 71354. 81. 41. 58. 76. 175 13 250.10 246.40 74158. 2804. 1414. 58. 76. 1548 14 250.10 246.53 75199. 1041. 525. 58. 60. 643 15 250.10 246.57 75520. 321. 162. 61. 73. 296 16 250.10 246.67 76321. 801. 404. 61. 84. 549 17 250.10 246.78 77202. 881. 444. 61. 61. 566 18 250.10 246.76 77042. -160. -81. 61. 55. 35 19 250.10 246.77 77122. 80. 40. 61. 88. 189 20 250.10 246.77 77122. 0. 0. 61. 68. 129 21 250.10 246.77 77122. 0. 0. 61. 70. 131 22 250.10 246.81 77443. 321. 162. 61. 56. 279 23 250.10 246.83 77603. 160. 81. 61. 66. 208 24 250.10 247.03 79229. 1626. 820. 61. 62. 943 25 250.10 247.21 80812. 1583. 798. 61. 68. 927 26 250.10 247.29 81515. 703. 354. 61. 54. 469 27 250.10 247.33 81867. 352. 177. 61. 55. 293 28 250.10 247.34 81955. 88. 44. 61. 51. 156 29 250.10 247.39 82395. 440. 222. 61. 66. 349 30 250.10 247.39 82395. 0. 0. 61. 69. 130 31 250.10 247.38 82307. -88. -44. 61. 34. 51 __________________________________________________________________________ TOTAL FOR MONTH................ 9191. 5769. -1135. 1849. 2149. 8632. NET CHANGE IN DAY-SECOND-FEET.. 4634. 4634. 4634. AVERAGE FLOW IN C.F.S.......... 149. 60. 69. 278. CHANGE IN CONTENTS FOR MO.(4).. 9191. (1) COMPUTATIONS BASED ON THE DECEMBER 1985 CAPACITY TABLE. (2) BY 24-HOUR CLOCK, TIME IS 2400 OF DAY INDICATED UNLESS OTHERWISE NOTED. AVERAGE FLOW OR CHANGE IN RESERVOIR CONTENTS ARE FOR PERIOD ENDING AT TIME INDICATED. (3) BASED ON PROJECT RECORDS. DOES NOT INCLUDE EVAPORATION LOSSES. ALSO, OUTFLOW DOES NOT INCLUDE RALEIGH WATER SUPPLY WITHDRAWALS (SEE NEXT COLUMN). (4) BASED ON TOTAL CONTENTS AT BEGINNING AND END OF MONTH. RESERVOIR INFLOW COMPUTATIONS (1) NEUSE RIVER BASIN, N.C. FALLS LAKE JANUARY 1999 ELEVATION,NGVD29 CHANGE IN CONTENTS FLOW, CFS ________________ __________________ _________ TOTAL (2) GUIDE RESERVOIR CONTENTS ACRE - DAY-SEC-FEET (3) WATER DATE CURVE LEVEL AF FEET STORED DRAWDOWN OUTFLOW SUPPLY INFLOW __________________________________________________________________________ 250.10 247.38 82307. 1 250.10 247.36 82131. -176. -89. 61. 100. 72 2 250.10 247.40 82483. 352. 177. 61. 57. 295 3 250.10 249.08 98179. 15696. 7913. 61. 56. 8030 4 250.10 249.93 107370. 9191. 4634. 62. 83. 4779 5 250.10 250.07 108940. 1570. 792. 62. 81. 935 6 250.10 250.15 109868. 928. 468. 62. 70. 600 7 250.10 250.21 110565. 697. 351. 62. 60. 473 8 250.10 250.23 110797. 232. 117. 62. 72. 251 9 250.10 250.36 112306. 1509. 761. 62. 76. 899 10 250.10 250.32 111842. -464. -234. 62. 81. -91 11 250.10 250.30 111609. -233. -117. 76. 48. 7 12 250.10 250.31 111725. 116. 58. 151. 79. 288 13 250.10 250.31 111725. 0. 0. 151. 91. 242 14 250.10 250.30 111609. -116. -58. 151. 71. 164 15 250.10 250.41 112886. 1277. 644. 151. 70. 865 16 250.10 250.41 112886. 0. 0. 151. 69. 220 17 250.10 250.44 113235. 349. 176. 151. 70. 397 18 250.10 250.88 118342. 5107. 2575. 151. 49. 2775 19 250.10 250.85 117994. -348. -175. 744. 72. 641 20 250.10 250.60 115092. -2902. -1463. 1850. 86. 473 21 250.10 250.41 112886. -2206. -1112. 1462. 73. 423 22 250.10 250.33 111958. -928. -468. 671. 71. 274 23 250.10 250.31 111725. -233. -117. 671. 70. 624 24 250.10 252.21 134903. 23178. 11686. 676. 54. 12416 25 250.10 253.69 154727. 19824. 9995. 553. 81. 10629 26 250.10 253.67 154454. -273. -138. 1858. 70. 1790 27 250.10 253.34 149936. -4518. -2278. 3026. 71. 819 28 250.10 252.95 144625. -5311. -2678. 3016. 64. 402 29 250.10 252.51 138844. -5781. -2915. 3004. 44. 133 30 250.10 252.02 132407. -6437. -3245. 2990. 96. -159 31 250.10 251.51 126064. -6343. -3198. 3003. 71. -124 __________________________________________________________________________ TOTAL FOR MONTH................ 43757. 40347. -18285. 25274. 2206. 49542. NET CHANGE IN DAY-SECOND-FEET.. 22061. 22062. 22062. AVERAGE FLOW IN C.F.S.......... 712. 815. 71. 1598. CHANGE IN CONTENTS FOR MO.(4).. 43757. (1) COMPUTATIONS BASED ON THE DECEMBER 1985 CAPACITY TABLE. (2) BY 24-HOUR CLOCK, TIME IS 2400 OF DAY INDICATED UNLESS OTHERWISE NOTED. AVERAGE FLOW OR CHANGE IN RESERVOIR CONTENTS ARE FOR PERIOD ENDING AT TIME INDICATED. (3) BASED ON PROJECT RECORDS. DOES NOT INCLUDE EVAPORATION LOSSES. ALSO, OUTFLOW DOES NOT INCLUDE RALEIGH WATER SUPPLY WITHDRAWALS (SEE NEXT COLUMN). (4) BASED ON TOTAL CONTENTS AT BEGINNING AND END OF MONTH. RESERVOIR INFLOW COMPUTATIONS (1) NEUSE RIVER BASIN, N.C. FALLS LAKE FEBRUARY 1999 ELEVATION,NGVD29 CHANGE IN CONTENTS FLOW, CFS ________________ __________________ _________ TOTAL (2) GUIDE RESERVOIR CONTENTS ACRE - DAY-SEC-FEET (3) WATER DATE CURVE LEVEL AF FEET STORED DRAWDOWN OUTFLOW SUPPLY INFLOW __________________________________________________________________________ 250.10 251.51 126064. 1 250.10 251.09 120852. -5212. -2628. 2649. 60. 81 2 250.10 250.94 119039. -1813. -914. 2120. 70. 1276 3 250.10 250.69 116137. -2902. -1463. 2116. 66. 719 4 250.10 250.45 113351. -2786. -1405. 1971. 56. 622 5 250.10 250.36 112306. -1045. -527. 1146. 74. 693 6 250.10 250.34 112074. -232. -117. 542. 79. 504 7 250.10 250.33 111958. -116. -58. 497. 70. 509 8 250.10 250.26 111145. -813. -410. 497. 67. 154 9 250.10 250.25 111029. -116. -58. 302. 70. 314 10 250.10 250.25 111029. 0. 0. 151. 84. 235 11 250.10 250.23 110797. -232. -117. 151. 52. 86 12 250.10 250.23 110797. 0. 0. 151. 73. 224 13 250.10 250.28 111377. 580. 292. 151. 97. 540 14 250.10 250.23 110797. -580. -292. 151. 74. -67 15 250.10 250.23 110797. 0. 0. 151. 59. 210 16 250.10 250.24 110913. 116. 58. 151. 65. 274 17 250.10 250.23 110797. -116. -58. 151. 80. 173 18 250.10 250.37 112422. 1625. 819. 151. 96. 1066 19 250.10 250.50 113931. 1509. 761. 151. 72. 984 20 250.10 250.64 115556. 1625. 819. 151. 81. 1051 21 250.10 250.83 117762. 2206. 1112. 151. 75. 1338 22 250.10 250.60 115092. -2670. -1346. 1183. 61. -102 23 250.10 250.38 112538. -2554. -1288. 1681. 72. 465 24 250.10 250.28 111377. -1161. -585. 761. 84. 260 25 250.10 250.21 110565. -812. -409. 554. 75. 220 26 250.10 250.16 109984. -581. -293. 404. 67. 178 27 250.10 250.11 109404. -580. -292. 266. 69. 43 28 250.10 250.29 111493. 2089. 1053. 266. 75. 1394 __________________________________________________________________________ TOTAL FOR MONTH................-14571. 4914. -12260. 18767. 2023. 13444. NET CHANGE IN DAY-SECOND-FEET.. -7346. -7346. 7346. AVERAGE FLOW IN C.F.S.......... -262. 670. 72. 480. CHANGE IN CONTENTS FOR MO.(4)..-14571. (1) COMPUTATIONS BASED ON THE DECEMBER 1985 CAPACITY TABLE. (2) BY 24-HOUR CLOCK, TIME IS 2400 OF DAY INDICATED UNLESS OTHERWISE NOTED. AVERAGE FLOW OR CHANGE IN RESERVOIR CONTENTS ARE FOR PERIOD ENDING AT TIME INDICATED. (3) BASED ON PROJECT RECORDS. DOES NOT INCLUDE EVAPORATION LOSSES. ALSO, OUTFLOW DOES NOT INCLUDE RALEIGH WATER SUPPLY WITHDRAWALS (SEE NEXT COLUMN). (4) BASED ON TOTAL CONTENTS AT BEGINNING AND END OF MONTH. RESERVOIR INFLOW COMPUTATIONS (1) NEUSE RIVER BASIN, N.C. FALLS LAKE MARCH 1999 ELEVATION,NGVD29 CHANGE IN CONTENTS FLOW, CFS ________________ __________________ _________ TOTAL (2) GUIDE RESERVOIR CONTENTS ACRE - DAY-SEC-FEET (3) WATER DATE CURVE LEVEL AF FEET STORED DRAWDOWN OUTFLOW SUPPLY INFLOW __________________________________________________________________________ 250.10 250.29 111493. 1 250.10 250.13 109636. -1857. -936. 266. 69. -601 2 250.10 250.10 109288. -348. -175. 266. 81. 172 3 250.10 250.23 110797. 1509. 761. 266. 84. 1111 4 250.10 250.12 109520. -1277. -644. 266. 65. -313 5 250.10 250.04 108591. -929. -468. 190. 72. -206 6 250.10 250.05 108707. 116. 58. 150. 91. 299 7 250.10 250.04 108591. -116. -58. 151. 71. 164 8 250.10 250.01 108243. -348. -175. 150. 58. 33 9 250.10 249.99 108019. -224. -113. 150. 79. 116 10 250.10 250.04 108591. 572. 288. 150. 70. 508 11 250.10 250.08 109056. 465. 234. 150. 59. 443 12 250.10 250.00 108127. -929. -468. 150. 72. -246 13 250.10 249.96 107694. -433. -218. 150. 73. 5 14 250.10 250.24 110913. 3219. 1623. 151. 70. 1844 15 250.10 251.11 121100. 10187. 5136. 151. 58. 5345 16 250.10 251.28 123210. 2110. 1064. 660. 90. 1814 17 250.10 251.25 122837. -373. -188. 1211. 71. 1094 18 250.10 251.30 123458. 621. 313. 677. 52. 1042 19 250.10 251.19 122093. -1365. -688. 677. 71. 60 20 250.10 251.09 120852. -1241. -626. 676. 93. 143 21 250.10 251.76 129166. 8314. 4192. 677. 64. 4933 22 250.10 252.39 137268. 8102. 4085. 683. 63. 4831 23 250.10 252.36 136874. -394. -199. 1504. 78. 1383 24 250.10 252.09 133326. -3548. -1789. 2570. 75. 856 25 250.10 251.86 130407. -2919. -1472. 2564. 58. 1150 26 250.10 251.64 127677. -2730. -1376. 2157. 72. 853 27 250.10 251.52 126188. -1489. -751. 1212. 89. 550 28 250.10 251.41 124823. -1365. -688. 1020. 73. 405 29 250.10 251.28 123210. -1613. -813. 1019. 80. 286 30 250.10 251.14 121472. -1738. -876. 1017. 70. 211 31 250.10 251.03 120107. -1365. -688. 817. 85. 214 __________________________________________________________________________ TOTAL FOR MONTH................ 8614. 17754. -13409. 21898. 2256. 28499. NET CHANGE IN DAY-SECOND-FEET.. 4343. 4345. 4345. AVERAGE FLOW IN C.F.S.......... 140. 706. 73. 919. CHANGE IN CONTENTS FOR MO.(4).. 8614. (1) COMPUTATIONS BASED ON THE DECEMBER 1985 CAPACITY TABLE. (2) BY 24-HOUR CLOCK, TIME IS 2400 OF DAY INDICATED UNLESS OTHERWISE NOTED. AVERAGE FLOW OR CHANGE IN RESERVOIR CONTENTS ARE FOR PERIOD ENDING AT TIME INDICATED. (3) BASED ON PROJECT RECORDS. DOES NOT INCLUDE EVAPORATION LOSSES. ALSO, OUTFLOW DOES NOT INCLUDE RALEIGH WATER SUPPLY WITHDRAWALS (SEE NEXT COLUMN). (4) BASED ON TOTAL CONTENTS AT BEGINNING AND END OF MONTH. RESERVOIR INFLOW COMPUTATIONS (1) NEUSE RIVER BASIN, N.C. FALLS LAKE APRIL 1999 ELEVATION,NGVD29 CHANGE IN CONTENTS FLOW, CFS ________________ __________________ _________ TOTAL (2) GUIDE RESERVOIR CONTENTS ACRE - DAY-SEC-FEET (3) WATER DATE CURVE LEVEL AF FEET STORED DRAWDOWN OUTFLOW SUPPLY INFLOW __________________________________________________________________________ 250.10 251.03 120107. 1 250.13 251.51 126064. 5957. 3003. 501. 42. 3546 2 250.16 252.16 134246. 8182. 4125. 593. 102. 4820 3 250.19 252.04 132670. -1576. -795. 2009. 69. 1283 4 250.22 251.65 127801. -4869.(5) -2562. 3136. 73. 647 5 250.25 251.32 123706. -4095. -2065. 2436. 90. 461 6 250.28 251.25 122837. -869. -438. 925. 69. 556 7 250.31 251.09 120852. -1985. -1001. 924. 84. 7 8 250.34 251.05 120355. -497. -251. 533. 66. 348 9 250.37 251.12 121224. 869. 438. 152. 80. 670 10 250.40 251.06 120480. -744. -375. 152. 92. -131 11 250.43 251.31 123582. 3102. 1564. 152. 70. 1786 12 250.46 251.44 125195. 1613. 813. 503. 73. 1389 13 250.49 251.28 123210. -1985. -1001. 1019. 91. 109 14 250.52 251.17 121845. -1365. -688. 904. 81. 297 15 250.55 251.17 121845. 0. 0. 444. 72. 516 16 250.58 251.23 122589. 744. 375. 328. 70. 773 17 250.61 251.20 122217. -372. -188. 328. 98. 238 18 250.64 251.16 121720. -497. -251. 328. 88. 165 19 250.67 251.12 121224. -496. -250. 328. 81. 159 20 250.70 251.08 120728. -496. -250. 328. 81. 159 21 250.73 251.04 120231. -497. -251. 328. 89. 166 22 250.76 251.04 120231. 0. 0. 327. 81. 408 23 250.79 250.99 119619. -612. -309. 327. 86. 104 24 250.82 250.91 118690. -929. -468. 327. 108. -33 25 250.85 250.86 118110. -580. -292. 251. 110. 69 26 250.88 250.86 118110. 0. 0. 152. 107. 259 27 250.91 250.82 117646. -464. -234. 152. 81. -1 28 250.94 250.87 118226. 580. 292. 152. 84. 528 29 250.97 251.10 120976. 2750. 1386. 152. 67. 1605 30 251.00 251.84 130159. 9183. 4630. 152. 74. 4856 __________________________________________________________________________ TOTAL FOR MONTH................ 10052. 16626. -11669. 18343. 2459. 25759. NET CHANGE IN DAY-SECOND-FEET.. 4957. 4957. 4957. AVERAGE FLOW IN C.F.S.......... 165. 611. 82. 859. CHANGE IN CONTENTS FOR MO.(4).. 10052. (1) COMPUTATIONS BASED ON THE DECEMBER 1985 CAPACITY TABLE. (2) BY 24-HOUR CLOCK, TIME IS 2400 OF DAY INDICATED UNLESS OTHERWISE NOTED. AVERAGE FLOW OR CHANGE IN RESERVOIR CONTENTS ARE FOR PERIOD ENDING AT TIME INDICATED. (3) BASED ON PROJECT RECORDS. DOES NOT INCLUDE EVAPORATION LOSSES. ALSO, OUTFLOW DOES NOT INCLUDE RALEIGH WATER SUPPLY WITHDRAWALS (SEE NEXT COLUMN). (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) NEUSE RIVER BASIN, N.C. FALLS LAKE MAY 1999 ELEVATION,NGVD29 CHANGE IN CONTENTS FLOW, CFS ________________ __________________ _________ TOTAL (2) GUIDE RESERVOIR CONTENTS ACRE - DAY-SEC-FEET (3) WATER DATE CURVE LEVEL AF FEET STORED DRAWDOWN OUTFLOW SUPPLY INFLOW __________________________________________________________________________ 251.00 251.84 130159. 1 251.00 252.20 134772. 4613. 2326. 153. 90. 2569 2 251.00 252.29 135954. 1182. 596. 154. 71. 821 3 251.00 252.15 134115. -1839. -927. 1161. 74. 308 4 251.00 251.77 129290. -4825. -2433. 2616. 86. 269 5 251.00 251.50 125940. -3350. -1689. 2213. 77. 601 6 251.00 251.44 125195. -745. -376. 1003. 65. 692 7 251.00 251.32 123706. -1489. -751. 152. 85. -514 8 251.00 251.37 124326. 620. 313. 152. 103. 568 9 251.00 251.36 124202. -124. -63. 152. 83. 172 10 251.00 251.32 123706. -496. -250. 152. 105. 7 11 251.00 251.28 123210. -496. -250. 152. 108. 10 12 251.00 251.27 123085. -125. -63. 152. 100. 189 13 251.00 251.21 122341. -744. -375. 152. 69. -154 14 251.00 251.25 122837. 496. 250. 152. 83. 485 15 251.00 251.21 122341. -496. -250. 152. 102. 4 16 251.00 251.21 122341. 0. 0. 152. 73. 225 17 251.00 251.18 121969. -372. -188. 152. 66. 30 18 251.00 251.17 121845. -124. -63. 152. 68. 157 19 251.00 251.16 121720. -125. -63. 152. 106. 195 20 251.00 251.10 120976. -744. -375. 152. 114. -109 21 251.00 251.06 120480. -496. -250. 152. 106. 8 22 251.00 251.05 120355. -125. -63. 152. 80. 169 23 251.00 251.00 119735. -620. -313. 152. 107. -54 24 251.00 251.01 119859. 124. 63. 152. 99. 314 25 251.00 250.96 119271. -588. -296. 152. 99. -45 26 251.00 250.91 118690. -581. -293. 134. 97. -62 27 251.00 250.88 118342. -348. -175. 100. 61. -14 28 251.00 250.84 117878. -464. -234. 99. 83. -52 29 251.00 250.78 117181. -697. -351. 134. 111. -106 30 251.00 250.75 116833. -348. -175. 152. 112. 89 31 251.00 250.68 116020. -813. -410. 151. 115. -144 __________________________________________________________________________ TOTAL FOR MONTH................-14139. 3548. -10676. 10958. 2798. 6628. NET CHANGE IN DAY-SECOND-FEET.. -7128. -7128. 7128. AVERAGE FLOW IN C.F.S.......... -230. 353. 90. 214. CHANGE IN CONTENTS FOR MO.(4)..-14139. (1) COMPUTATIONS BASED ON THE DECEMBER 1985 CAPACITY TABLE. (2) BY 24-HOUR CLOCK, TIME IS 2400 OF DAY INDICATED UNLESS OTHERWISE NOTED. AVERAGE FLOW OR CHANGE IN RESERVOIR CONTENTS ARE FOR PERIOD ENDING AT TIME INDICATED. (3) BASED ON PROJECT RECORDS. DOES NOT INCLUDE EVAPORATION LOSSES. ALSO, OUTFLOW DOES NOT INCLUDE RALEIGH WATER SUPPLY WITHDRAWALS (SEE NEXT COLUMN). (4) BASED ON TOTAL CONTENTS AT BEGINNING AND END OF MONTH. RESERVOIR INFLOW COMPUTATIONS (1) NEUSE RIVER BASIN, N.C. FALLS LAKE JUNE 1999 ELEVATION,NGVD29 CHANGE IN CONTENTS FLOW, CFS ________________ __________________ _________ TOTAL (2) GUIDE RESERVOIR CONTENTS ACRE - DAY-SEC-FEET (3) WATER DATE CURVE LEVEL AF FEET STORED DRAWDOWN OUTFLOW SUPPLY INFLOW __________________________________________________________________________ 251.00 250.68 116020. 1 251.00 250.63 115440. -580. -292. 151. 113. -28 2 251.00 250.57 114744. -696. -351. 151. 112. -88 3 251.00 250.56 114627. -117. -59. 151. 116. 208 4 251.00 250.48 113699. -928. -468. 151. 116. -201 5 251.00 250.44 113235. -464. -234. 151. 113. 30 6 251.00 250.38 112538. -697. -351. 151. 125. -75 7 251.00 250.34 112074. -464. -234. 151. 130. 47 8 251.00 250.28 111377. -697. -351. 156. 124. -71 9 251.00 250.23 110797. -580. -292. 165. 133. 6 10 251.00 250.16 109984. -813. -410. 165. 141. -104 11 251.00 250.08 109056. -928. -468. 165. 138. -165 12 251.00 250.03 108475. -581. -293. 165. 138. 10 13 251.00 249.98 107911. -564. -284. 172. 102. -10 14 251.00 249.91 107154. -757. -382. 149. 92. -141 15 251.00 250.05 108707. 1553. 783. 110. 101. 994 16 251.00 250.24 110913. 2206. 1112. 122. 83. 1317 17 251.00 250.33 111958. 1045. 527. 122. 87. 736 18 251.00 250.33 111958. 0. 0. 101. 81. 182 19 251.00 250.28 111377. -581. -293. 124. 89. -80 20 251.00 250.29 111493. 116. 58. 151. 81. 290 21 251.00 250.25 111029. -464. -234. 151. 80. -3 22 251.00 250.22 110681. -348. -175. 151. 89. 65 23 251.00 250.17 110100. -581. -293. 151. 91. -51 24 251.00 250.14 109752. -348. -175. 151. 75. 51 25 251.00 250.11 109404. -348. -175. 151. 80. 56 26 251.00 250.11 109404. 0. 0. 151. 120. 271 27 251.00 250.08 109056. -348. -175. 150. 96. 71 28 251.00 250.05 108707. -349. -176. 150. 60. 34 29 251.00 250.01 108243. -464. -234. 150. 74. -10 30 251.00 249.95 107586. -657. -331. 150. 126. -55 __________________________________________________________________________ TOTAL FOR MONTH................ -8434. 2480. -6730. 4430. 3106. 3286. NET CHANGE IN DAY-SECOND-FEET.. -4252. -4250. 4250. AVERAGE FLOW IN C.F.S.......... -142. 148. 104. 110. CHANGE IN CONTENTS FOR MO.(4).. -8434. (1) COMPUTATIONS BASED ON THE DECEMBER 1985 CAPACITY TABLE. (2) BY 24-HOUR CLOCK, TIME IS 2400 OF DAY INDICATED UNLESS OTHERWISE NOTED. AVERAGE FLOW OR CHANGE IN RESERVOIR CONTENTS ARE FOR PERIOD ENDING AT TIME INDICATED. (3) BASED ON PROJECT RECORDS. DOES NOT INCLUDE EVAPORATION LOSSES. ALSO, OUTFLOW DOES NOT INCLUDE RALEIGH WATER SUPPLY WITHDRAWALS (SEE NEXT COLUMN). (4) BASED ON TOTAL CONTENTS AT BEGINNING AND END OF MONTH. RESERVOIR INFLOW COMPUTATIONS (1) NEUSE RIVER BASIN, N.C. FALLS LAKE JULY 1999 ELEVATION,NGVD29 CHANGE IN CONTENTS FLOW, CFS ________________ __________________ _________ TOTAL (2) GUIDE RESERVOIR CONTENTS ACRE - DAY-SEC-FEET (3) WATER DATE CURVE LEVEL AF FEET STORED DRAWDOWN OUTFLOW SUPPLY INFLOW __________________________________________________________________________ 251.00 249.95 107586. 1 251.00 249.92 107262. -324. -163. 150. 120. 107 2 251.00 249.88 106829. -433. -218. 150. 106. 38 3 251.00 249.85 106505. -324. -163. 150. 101. 88 4 251.00 249.82 106181. -324. -163. 150. 94. 81 5 251.00 249.78 105748. -433. -218. 150. 109. 41 6 251.00 249.72 105099. -649. -327. 156. 70. -101 7 251.00 249.69 104775. -324. -163. 164. 81. 82 8 251.00 249.64 104234. -541. -273. 164. 108. -1 9 251.00 249.58 103586. -648. -327. 174. 126. -27 10 251.00 249.48 102504. -1082. -546. 192. 130. -224 11 251.00 249.43 101964. -540. -272. 192. 125. 45 12 251.00 249.40 101639. -325. -164. 134. 95. 65 13 251.00 249.41 101747. 108. 54. 131. 80. 265 14 251.00 249.49 102612. 865. 436. 192. 74. 702 15 251.00 249.44 102072. -540. -272. 192. 60. -20 16 251.00 249.40 101639. -433. -218. 192. 86. 60 17 251.00 249.34 100990. -649. -327. 192. 116. -19 18 251.00 249.33 100882. -108. -54. 192. 75. 213 19 251.00 249.26 100125. -757. -382. 192. 97. -93 20 251.00 249.22 99693. -432. -218. 192. 65. 39 21 251.00 249.15 98936. -757. -382. 191. 99. -92 22 251.00 249.10 98395. -541. -273. 191. 118. 36 23 251.00 249.03 97638. -757. -382. 191. 111. -80 24 251.00 248.93 96645. -993. -501. 191. 111. -199 25 251.00 248.94 96741. 96. 48. 191. 110. 349 26 251.00 248.86 95976. -765. -386. 191. 89. -106 27 251.00 248.80 95403. -573. -289. 191. 85. -13 28 251.00 248.70 94447. -956. -482. 191. 117. -174 29 251.00 248.66 94065. -382. -193. 191. 113. 111 30 251.00 248.58 93301. -764. -385. 190. 99. -96 31 251.00 248.51 92632. -669. -337. 190. 113. -34 __________________________________________________________________________ TOTAL FOR MONTH................-14954. 538. -8078. 5500. 3083. 1043. NET CHANGE IN DAY-SECOND-FEET.. -7539. -7540. 7540. AVERAGE FLOW IN C.F.S.......... -243. 177. 99. 34. CHANGE IN CONTENTS FOR MO.(4)..-14954. (1) COMPUTATIONS BASED ON THE DECEMBER 1985 CAPACITY TABLE. (2) BY 24-HOUR CLOCK, TIME IS 2400 OF DAY INDICATED UNLESS OTHERWISE NOTED. AVERAGE FLOW OR CHANGE IN RESERVOIR CONTENTS ARE FOR PERIOD ENDING AT TIME INDICATED. (3) BASED ON PROJECT RECORDS. DOES NOT INCLUDE EVAPORATION LOSSES. ALSO, OUTFLOW DOES NOT INCLUDE RALEIGH WATER SUPPLY WITHDRAWALS (SEE NEXT COLUMN). (4) BASED ON TOTAL CONTENTS AT BEGINNING AND END OF MONTH. RESERVOIR INFLOW COMPUTATIONS (1) NEUSE RIVER BASIN, N.C. FALLS LAKE AUGUST 1999 ELEVATION,NGVD29 CHANGE IN CONTENTS FLOW, CFS ________________ __________________ _________ TOTAL (2) GUIDE RESERVOIR CONTENTS ACRE - DAY-SEC-FEET (3) WATER DATE CURVE LEVEL AF FEET STORED DRAWDOWN OUTFLOW SUPPLY INFLOW __________________________________________________________________________ 251.00 248.51 92632. 1 251.00 248.45 92059. -573. -289. 190. 117. 18 2 251.00 248.34 91008. -1051. -530. 212. 106. -212 3 251.00 248.21 89766. -1242. -626. 233. 107. -286 4 251.00 248.13 89001. -765. -386. 232. 112. -42 5 251.00 248.05 88237. -764. -385. 213. 109. -63 6 251.00 247.94 87231. -1006. -507. 203. 134. -170 7 251.00 247.86 86528. -703. -354. 203. 133. -18 8 251.00 247.82 86176. -352. -177. 203. 116. 142 9 251.00 247.71 85209. -967. -488. 203. 97. -188 10 251.00 247.62 84417. -792. -399. 203. 97. -99 11 251.00 247.55 83802. -615. -310. 202. 112. 4 12 251.00 247.48 83186. -616. -311. 146. 94. -71 13 251.00 247.38 82307. -879. -443. 202. 97. -144 14 251.00 247.56 83890. 1583. 798. 202. 115. 1115 15 251.00 247.51 83450. -440. -222. 202. 109. 89 16 251.00 247.43 82746. -704. -355. 202. 85. -68 17 251.00 247.38 82307. -439. -221. 202. 97. 78 18 251.00 247.31 81691. -616. -311. 202. 93. -16 19 251.00 247.22 80900. -791. -399. 202. 96. -101 20 251.00 247.13 80108. -792. -399. 202. 96. -101 21 251.00 247.06 79493. -615. -310. 201. 94. -15 22 251.00 246.98 78805. -688. -347. 201. 84. -62 23 251.00 246.86 77843. -962. -485. 185. 101. -199 24 251.00 246.79 77282. -561. -283. 173. 96. -14 25 251.00 246.89 78084. 802. 404. 173. 89. 666 26 251.00 247.97 87495. 9411. 4745. 175. 50. 4970 27 251.00 248.10 88714. 1219. 615. 175. 73. 863 28 251.00 248.09 88619. -95. -48. 175. 132. 259 29 251.00 248.05 88237. -382. -193. 175. 86. 68 30 251.00 247.98 87583. -654. -330. 175. 77. -78 31 251.00 247.90 86880. -703. -354. 156. 97. -101 __________________________________________________________________________ TOTAL FOR MONTH................ -5752. 6562. -9462. 6023. 3101. 6224. NET CHANGE IN DAY-SECOND-FEET.. -2900. -2900. 2900. AVERAGE FLOW IN C.F.S.......... -94. 194. 100. 201. CHANGE IN CONTENTS FOR MO.(4).. -5752. (1) COMPUTATIONS BASED ON THE DECEMBER 1985 CAPACITY TABLE. (2) BY 24-HOUR CLOCK, TIME IS 2400 OF DAY INDICATED UNLESS OTHERWISE NOTED. AVERAGE FLOW OR CHANGE IN RESERVOIR CONTENTS ARE FOR PERIOD ENDING AT TIME INDICATED. (3) BASED ON PROJECT RECORDS. DOES NOT INCLUDE EVAPORATION LOSSES. ALSO, OUTFLOW DOES NOT INCLUDE RALEIGH WATER SUPPLY WITHDRAWALS (SEE NEXT COLUMN). (4) BASED ON TOTAL CONTENTS AT BEGINNING AND END OF MONTH. RESERVOIR INFLOW COMPUTATIONS (1) NEUSE RIVER BASIN, N.C. FALLS LAKE SEPTEMBER 1999 ELEVATION,NGVD29 CHANGE IN CONTENTS FLOW, CFS ________________ __________________ _________ TOTAL (2) GUIDE RESERVOIR CONTENTS ACRE - DAY-SEC-FEET (3) WATER DATE CURVE LEVEL AF FEET STORED DRAWDOWN OUTFLOW SUPPLY INFLOW __________________________________________________________________________ 251.00 247.90 86880. 1 251.00 247.84 86352. -528. -266. 147. 97. -22 2 251.00 247.75 85561. -791. -399. 147. 75. -177 3 251.00 247.69 85033. -528. -266. 147. 85. -34 4 251.00 247.87 86616. 1583. 798. 147. 125. 1070 5 251.00 250.69 116137. 29521. 14884. 149. 75. 15108 6 251.00 253.57 153085. 36948. 18628. 154. 77. 18859 7 251.00 254.22 162089. 9004. 4540. 156. 82. 4778 8 251.00 254.13 160813. -1276. -643. 1347. 77. 781 9 251.00 253.76 155686. -5127. -2585. 2931. 87. 433 10 251.00 253.40 150758. -4928. -2485. 3009. 50. 574 11 251.00 252.94 144494. -6264. -3158. 3031. 91. -36 12 251.00 252.48 138450. -6044. -3047. 3015. 87. 55 13 251.00 251.99 132020. -6430. -3242. 3008. 68. -166 14 251.00 251.69 128297. -3723. -1877. 2072. 106. 301 15 251.00 252.80 142654. 14357. 7238. 472. 99. 7809 16 251.00 258.32 224710. 82056. 41370. 159. 64. 41593 17 251.00 259.63 246959. 22249. 11217. 164. 54. 11435 18 251.00 259.77 249382. 2423. 1222. 164. 134. 1520 19 251.00 259.81 250074. 692. 349. 165. 86. 600 20 251.00 259.83 250421. 347. 175. 165. 75. 415 21 251.00 259.99 253190. 2769. 1396. 165. 87. 1648 22 251.00 260.26 258042. 4852. 2446. 165. 95. 2706 23 251.00 260.33 259302. 1260. 635. 165. 89. 889 24 251.00 260.26 258042. -1260. -635. 990. 71. 426 25 251.00 259.97 252844. -5198. -2621. 2537. 89. 5 26 251.00 259.56 245747. -7097. -3578. 3694. 79. 195 27 251.00 259.93 252151. 6404. 3229. 4015. 82. 7326 28 251.00 261.47 280191. 28040. 14137. 1675. 73. 15885 29 251.00 263.28 315471. 35280. 17787. 168. 85. 18040 30 251.00 264.25 335465. 19994. 10080. 487. 56. 10623 __________________________________________________________________________ TOTAL FOR MONTH................248585.150131. -24802. 34810. 2500. 162639. NET CHANGE IN DAY-SECOND-FEET..125329.125329. 125329. AVERAGE FLOW IN C.F.S.......... 4178. 1160. 83. 5421. CHANGE IN CONTENTS FOR MO.(4)..248585. (1) COMPUTATIONS BASED ON THE DECEMBER 1985 CAPACITY TABLE. (2) BY 24-HOUR CLOCK, TIME IS 2400 OF DAY INDICATED UNLESS OTHERWISE NOTED. AVERAGE FLOW OR CHANGE IN RESERVOIR CONTENTS ARE FOR PERIOD ENDING AT TIME INDICATED. (3) BASED ON PROJECT RECORDS. DOES NOT INCLUDE EVAPORATION LOSSES. ALSO, OUTFLOW DOES NOT INCLUDE RALEIGH WATER SUPPLY WITHDRAWALS (SEE NEXT COLUMN). (4) BASED ON TOTAL CONTENTS AT BEGINNING AND END OF MONTH. RESERVOIR INFLOW COMPUTATIONS (1) NEUSE RIVER BASIN, N.C. FALLS LAKE OCTOBER 1999 ELEVATION,NGVD29 CHANGE IN CONTENTS FLOW, CFS ________________ __________________ _________ TOTAL (2) GUIDE RESERVOIR CONTENTS ACRE - DAY-SEC-FEET (3) WATER DATE CURVE LEVEL AF FEET STORED DRAWDOWN OUTFLOW SUPPLY INFLOW __________________________________________________________________________ 251.50 264.25 335465. 1 251.43 264.34 337372. 1907. 961. 1009. 67. 2037 2 251.37 264.18 333981. -3391. -1710. 2199. 97. 586 3 251.30 263.94 328941. -5040. -2541. 3147. 80. 686 4 251.23 263.69 323839. -5102. -2572. 3141. 89. 658 5 251.17 263.36 317104. -6735. -3396. 3626. 79. 309 6 251.10 262.91 307991. -9113. -4594. 4563. 79. 48 7 251.03 262.37 297404.-10587. -5338. 5555. 84. 301 8 250.97 261.77 285828.-11576. -5836. 5986. 78. 228 9 250.90 261.12 273616.-12212. -6157. 6018. 130. -9 10 250.83 260.56 263442.-10174. -5129. 6013. 74. 958 11 250.77 259.91 251805.-11637. -5867. 5975. 89. 197 12 250.70 259.32 241594.-10211. -5148. 5968. 84. 904 13 250.63 258.66 230382.-11212. -5653. 5982. 76. 405 14 250.57 257.93 218247.-12135. -6118. 5987. 66. -65 15 250.50 257.72 214875. -3372. -1700. 2743. 85. 1128 16 250.48 257.71 214714. -161. -81. 162. 128. 209 17 250.45 258.00 219371. 4657. 2348. 162. 75. 2585 18 250.43 258.12 221373. 2002. 1009. 162. 75. 1246 19 250.40 258.17 222207. 834. 420. 162. 85. 667 20 250.38 258.29 224209. 2002. 1009. 162. 102. 1273 21 250.35 258.51 227880. 3671. 1851. 163. 68. 2082 22 250.33 258.61 229548. 1668. 841. 163. 80. 1084 23 250.30 258.60 229381. -167. -84. 678. 89. 683 24 250.28 258.39 225878. -3503. -1766. 1707. 82. 23 25 250.25 258.07 220539. -5339. -2692. 2715. 59. 82 26 250.23 257.59 212787. -7752. -3908. 3695. 91. -122 27 250.20 257.11 205079. -7708. -3886. 4000. 78. 192 28 250.18 256.62 197454. -7625. -3844. 3994. 101. 251 29 250.15 256.09 189282. -8172. -4120. 3985. 101. -34 30 250.13 255.55 181257. -8025. -4046. 3989. 101. 44 31 250.10 255.00 173144. -8113.(5) -3927. 4025. 93. 191 __________________________________________________________________________ TOTAL FOR MONTH................******* 8439. -90113. 97836. 2665. 18827. NET CHANGE IN DAY-SECOND-FEET..-81674. -81674. 81674. AVERAGE FLOW IN C.F.S.......... -2635. 3156. 86. 607. CHANGE IN CONTENTS FOR MO.(4)..******* (1) COMPUTATIONS BASED ON THE DECEMBER 1985 CAPACITY TABLE. (2) BY 24-HOUR CLOCK, TIME IS 2400 OF DAY INDICATED UNLESS OTHERWISE NOTED. AVERAGE FLOW OR CHANGE IN RESERVOIR CONTENTS ARE FOR PERIOD ENDING AT TIME INDICATED. (3) BASED ON PROJECT RECORDS. DOES NOT INCLUDE EVAPORATION LOSSES. ALSO, OUTFLOW DOES NOT INCLUDE RALEIGH WATER SUPPLY WITHDRAWALS (SEE NEXT COLUMN). (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) NEUSE RIVER BASIN, N.C. FALLS LAKE NOVEMBER 1999 ELEVATION,NGVD29 CHANGE IN CONTENTS FLOW, CFS ________________ __________________ _________ TOTAL (2) GUIDE RESERVOIR CONTENTS ACRE - DAY-SEC-FEET (3) WATER DATE CURVE LEVEL AF FEET STORED DRAWDOWN OUTFLOW SUPPLY INFLOW __________________________________________________________________________ 250.10 255.00 173144. 1 250.10 254.43 165065. -8079. -4073. 4016. 81. 24 2 250.10 253.94 158150. -6915. -3486. 4001. 96. 611 3 250.10 253.45 151442. -6708. -3382. 3410. 78. 106 4 250.10 253.15 147335. -4107. -2071. 2467. 52. 448 5 250.10 252.93 144362. -2973. -1499. 1649. 64. 214 6 250.10 252.73 141735. -2627. -1324. 1500. 99. 275 7 250.10 252.51 138844. -2891. -1458. 1497. 67. 106 8 250.10 252.29 135954. -2890. -1457. 1494. 99. 136 9 250.10 252.12 133721. -2233. -1126. 1221. 97. 192 10 250.10 251.95 131524. -2197. -1108. 990. 80. -38 11 250.10 251.79 129538. -1986. -1001. 988. 53. 40 12 250.10 251.69 128297. -1241. -626. 685. 70. 129 13 250.10 251.60 127180. -1117. -563. 504. 99. 40 14 250.10 251.61 127304. 124. 63. 503. 85. 651 15 250.10 251.47 125567. -1737. -876. 284. 84. -508 16 250.10 251.45 125319. -248. -125. 153. 79. 107 17 250.10 251.39 124575. -744. -375. 152. 93. -130 18 250.10 251.37 124326. -249. -126. 152. 61. 87 19 250.10 251.34 123954. -372. -188. 152. 77. 41 20 250.10 251.34 123954. 0. 0. 152. 99. 251 21 250.10 251.31 123582. -372. -188. 152. 93. 57 22 250.10 251.32 123706. 124. 63. 152. 64. 279 23 250.10 251.29 123334. -372. -188. 152. 94. 58 24 250.10 251.28 123210. -124. -63. 152. 68. 157 25 250.10 251.24 122713. -497. -251. 152. 88. -11 26 250.10 251.42 124947. 2234. 1126. 152. 80. 1358 27 250.10 251.76 129166. 4219. 2127. 153. 52. 2332 28 250.10 251.89 130779. 1613. 813. 153. 64. 1030 29 250.10 251.95 131524. 745. 376. 153. 66. 595 30 250.10 251.95 131524. 0. 0. 153. 101. 254 __________________________________________________________________________ TOTAL FOR MONTH................-41620. 4568. -25554. 27494. 2383. 8891. NET CHANGE IN DAY-SECOND-FEET..-20984. -20986. 20986. AVERAGE FLOW IN C.F.S.......... -700. 916. 79. 296. CHANGE IN CONTENTS FOR MO.(4)..-41620. (1) COMPUTATIONS BASED ON THE DECEMBER 1985 CAPACITY TABLE. (2) BY 24-HOUR CLOCK, TIME IS 2400 OF DAY INDICATED UNLESS OTHERWISE NOTED. AVERAGE FLOW OR CHANGE IN RESERVOIR CONTENTS ARE FOR PERIOD ENDING AT TIME INDICATED. (3) BASED ON PROJECT RECORDS. DOES NOT INCLUDE EVAPORATION LOSSES. ALSO, OUTFLOW DOES NOT INCLUDE RALEIGH WATER SUPPLY WITHDRAWALS (SEE NEXT COLUMN). (4) BASED ON TOTAL CONTENTS AT BEGINNING AND END OF MONTH. RESERVOIR INFLOW COMPUTATIONS (1) NEUSE RIVER BASIN, N.C. FALLS LAKE DECEMBER 1999 ELEVATION,NGVD29 CHANGE IN CONTENTS FLOW, CFS ________________ __________________ _________ TOTAL (2) GUIDE RESERVOIR CONTENTS ACRE - DAY-SEC-FEET (3) WATER DATE CURVE LEVEL AF FEET STORED DRAWDOWN OUTFLOW SUPPLY INFLOW __________________________________________________________________________ 251.50 251.95 131524. 1 251.43 251.91 131027. -497. -251. 153. 90. -8 2 251.37 251.91 131027. 0. 0. 153. 90. 243 3 251.30 251.91 131027. 0. 0. 153. 72. 225 4 251.23 251.90 130903. -124. -63. 153. 99. 189 5 251.17 251.88 130655. -248. -125. 153. 68. 96 6 251.10 252.02 132407. 1752. 883. 153. 83. 1119 7 251.03 251.89 130779. -1628. -821. 153. 100. -568 8 250.97 251.88 130655. -124. -63. 153. 78. 168 9 250.90 251.87 130531. -124. -63. 153. 42. 132 10 250.83 251.91 131027. 496. 250. 153. 48. 451 11 250.77 251.88 130655. -372. -188. 153. 86. 51 12 250.70 251.89 130779. 124. 63. 153. 70. 286 13 250.63 251.87 130531. -248. -125. 153. 125. 153 14 250.57 252.37 137005. 6474. 3264. 154. 72. 3490 15 250.50 252.64 140552. 3547. 1788. 154. 68. 2010 16 250.56 252.74 141866. 1314. 662. 154. 53. 869 17 250.62 252.69 141209. -657. -331. 742. 65. 476 18 250.69 252.55 139370. -1839. -927. 1202. 98. 373 19 250.75 252.41 137531. -1839. -927. 1201. 68. 342 20 250.81 252.25 135429. -2102. -1060. 1199. 83. 222 21 250.88 252.10 133458. -1971. -994. 1197. 82. 285 22 250.94 252.01 132275. -1183. -596. 818. 63. 285 23 251.00 252.00 132144. -131. -66. 444. 49. 427 24 251.06 252.02 132407. 263. 133. 153. 54. 340 25 251.12 252.02 132407. 0. 0. 153. 85. 238 26 251.19 252.02 132407. 0. 0. 153. 68. 221 27 251.25 252.04 132670. 263. 133. 153. 48. 334 28 251.31 252.06 132932. 262. 132. 153. 90. 375 29 251.38 252.02 132407. -525. -265. 153. 76. -36 30 251.44 251.99 132020. -387. -195. 153. 72. 30 31 251.50 251.98 131896. -124. -63. 153. 86. 176 __________________________________________________________________________ TOTAL FOR MONTH................ 372. 7308. -7123. 10478. 2331. 12994. NET CHANGE IN DAY-SECOND-FEET.. 188. 185. 185. AVERAGE FLOW IN C.F.S.......... 6. 338. 75. 419. CHANGE IN CONTENTS FOR MO.(4).. 372. (1) COMPUTATIONS BASED ON THE DECEMBER 1985 CAPACITY TABLE. (2) BY 24-HOUR CLOCK, TIME IS 2400 OF DAY INDICATED UNLESS OTHERWISE NOTED. AVERAGE FLOW OR CHANGE IN RESERVOIR CONTENTS ARE FOR PERIOD ENDING AT TIME INDICATED. (3) BASED ON PROJECT RECORDS. DOES NOT INCLUDE EVAPORATION LOSSES. ALSO, OUTFLOW DOES NOT INCLUDE RALEIGH WATER SUPPLY WITHDRAWALS (SEE NEXT COLUMN). (4) BASED ON TOTAL CONTENTS AT BEGINNING AND END OF MONTH.