WSP07911

• File Number: 8282.600.10.A
• Description: Colorado River Annual Operating Plans
• Basin: Colorado Mainstem
• Date: 1/1/1993
• Author: CWCB
• Title: 1994 Annual Operating Plan ‎(AOP)‎
• Water Supply Pro - Doc Type: Data

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INFLOW
PAVIS END OF CHANGE FLOII FLOW
PARKER PARKER TO MONTH IN PSRCENT AT AT
RBLBASIl RBLIlt.SB PARKER IlND CONTIlNT STOIlAGB AVAILABILITY C.A.P. H.W.O. NIB NIB
IN IN IN 01' IN IN STATIC 01' IN IN IN IN
1000 1000 1000 HONTH 1000 1000 HEAD. CAPACITY BNBRGY GBNIlRATING 1000 1000 1000 1000
MO fR A.P. C.P.S. A.F. JlLI!VATIOH A.P. A.'. PIlBT HW II1tliH UNITS A.P. A.P. A.P. c.r.s.
. 11 1992 369. 6.2 16. 445.55 534.6 -6.10 0.0 10B.0 24.B 90.0 21.8 104.0 87. 1.5
. 12 1992 219. 3.6 29. 446.42 550.4 15.80 0.0 90.0 13.5 75.0 59.6 110.0 125. 2.0
H 1 1993 101. 1.6 92. 447.48 570.2 19.BO 0.0 120.0 4.5 100.0 27.5 96.0 265. 4.3
I 2 1993 192. 3.5 212. 449.00 599.4 29.20 0.0 114.0 11.7 95.0 4.2 75.0 594. 10.7
B 3 1993 552. B.9 301. . 447.56 571. 7 -27.30 0.0 120.0 36.5 100.0 59.7 55.0 1339. 21.8
'1' 4 1993 664. 11.1 19. 448.76 594.7 23.00 0.0 120.0 44.9 100.0 122.9 107.0 929. 15.6
0 5 1993 642. 10.4 31. 449.59 611.2 16.50 0.0 120.0 43.9 100.0 117.B 111.0 563. 9.5
R 6 1993 634. 10.1 -1. 449.03 600.0 -11.20 0.0 120.0 43.8 100.0 123.0 101.0 311. It
I 1 1993 615. 11.0 5. 448.30 585.5 -14.50 0.0 120.0 44.2 100.0 153.4 111.0 216.
c B 1993 59B. 9.1 22. 448. 10 593.6 8.10 0.0 120.0 38.1 100.0 111.8 110.0 111.
A 9 1993 509. 8.6 12. 441.93 518.7 -14.90 0.0 116.4 33.0 91.0 41.0 108.0 180. 3.
L TOTAL 5618. 74B. 30.10 310.5 819.1 1209.0 48?81;.,I"-f7",,,d~
. 10 1993 461. 1.5 1. 446.35 549.1 -29.60 0.0 92.4 30.5 71.0 32.5 111.0 10. 1.1
11 1993 325. 5.5 6. 445.98 542.1 -6.40 14.9 88.3 22.3 11.0 69.0 107.0 99. 1.1
12 1993 250. 4.1 -4. 445.18 539.1 -3.60 14.1 85.8 11.4 15.0 150.0 110.0 134. 2.2
1 1994 300. 4.9 5. 445.18 539.1 0.00 13.2 111. 2 20.5 100.0 91.0 110.5 131. 2.2
2 1994 480. 8.6 -1. 445.18 539.1 0.00 13.5 106.2 31.9 95.0 21.0 99.8 160. 2.9
3 1994 610. 10.9 -6. 446.61 555.4 16.30 13.7 112.1 44.4 100.0 96.0 110.5 192. 3.1
4 1994 750. 12.6 15. 44B.10 593.6 38.20 75.1 115.1 50.4 100.0 2.0 106.9 116. 3.0
5 1994 140. 12.0 -n. H9.62 611. 4 11.80 16.5 118.1 50.6 100.0 3.0 110.5 Ill. 1.8
6 1994 730. 12.3 -23. 449.62 611.4 0.00 76.9 119.1 50.1 100.0 2.0 106.9 118. 2.0
7 1994 180. 12.1 -13. 44 7.99 580.0 -31. 40 76.2 117.4 53.0 100.0 2.0 110.5 136. 2.2
8 1994 630. 10.2 10. 447.48 570.5 -9.50 75.1 115.2 42.5 100.0 2.0 110.5 108. 1.8
9 1994 530. B.9 14. 446.78 551.4 -13.10 74.7 110.9 35.1 91.0 2.0 106.5 96. 1.6
TOTAL 11801. 703. 11.10 188.9 1321.2 2394.6 6328.
548.2 -9.20 75.2 88.9 32.6 f: ;f:P
10 1994 480. 7.8 20. 446.28 11.0 87.0 110.5 4. 1.2
11 1994 360. 6.0 6. 445.98 542.1 -5.50 74.8 88.2 24.6 11.0 11.0 106.9 87. 1.5
12 1994 360. 5.9 -4. 445.18 539.1 -3.60 14.7 85.8 24.6 75.0 69.0 110.5 110. 1.8
1 1995 300. 4.9 5. 445.18 539.1 0.00 13.2 111.2 20.5 100.0 70.0 52.0 137. 2.2
2 1995 480. 8.6 -1. 445.18 539.1 0.00 13.5 106.2 31.9 95.0 13.0 52.0 160. 2.9
3 1995 670. 10.9 -6. 446.67 555.4 16.30 13.1 112.1 44.4 100.0 81.0 52.0 192. ~.
4 1995 150. 12.6 15. 448.10 593.6 38.20 15.1 115.1 50.4 100.0 3.0 52.0 116.
5 1995 140. 12.0 -33. 449.62 611.4 11.80 16.5 11B.1 50.6 100.0 4.0 52.0 111.
6 1995 730. 12.3 -23. 449.62 611.4 0.00 76.9 119.1 50.1 100.0 2.0 106.9 118. 2.0
7 1995 1BO. 12.1 -13. 447.99 580.0 -31.40 16.2 111.4 53.0 100.0 2.0 110.5 136. 2.2
8 1995 630. 10.2 10. 441.48 510.5 -9.50 15.1 115.2 42.5 100.0 2.0 110.5 108. 1.8
9 1995 530. B.9 14. 446.18 551.4 -13.10 74.7 110.9 35.1 91.0 2.0 106.5 96. 1.6
TOTAL 6810. -16. 0.00 461.0 412.0 1022.3 1504.
10 1995 480. 1.8 20. 446.28 54B.2 -9.20 75.2 88.9 32.6 11.0 81.0 110.5 74. 1.2
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