Sender: kbricker@ibr6gw80.gp.usbr.gov Received: from gpnetmgr.gp.usbr.gov ([140.219.17.247]) by arl-img-7.compuserve.com (8.6.10/5.950515) id LAA06758; Thu, 13 Jun 1996 11:50:28 -0400 Received: from ibr6gw80.gp.usbr.gov by gpnetmgr.gp.usbr.gov (4.1/SMI-4.1) id AA05080; Thu, 13 Jun 96 09:47:41 MST Errors-To: postmaster@gp.usbr.gov Received: from ibr6dm80-Message_Server by ibr6gw80.gp.usbr.gov with Novell_GroupWise; Thu, 13 Jun 1996 09:47:40 -0700 Message-Id: X-Mailer: Novell GroupWise 4.1 Date: Thu, 13 Jun 1996 09:46:42 -0700 From: Kathy Bricker To: 75667.1326@COMPUSERVE.COM Subject: MAY LOG SEE ATTACHED MAY CBT LOG. KATHY ------------------- SPLOG.MAY follows -------------------- 1 PICK SLOAN MISSOURI BASIN PROGRAM UNITED STATES BUREAU OF RECLAMATION WESTERN DIVISION WATER AND POWER SYSTEM AS OF 06/11/96 WATER AND POWER CONTROL DIVISION TIME: 08:24:59 LOVELAND, COLORADO MAY 1996 EASTERN COLORADO PROJECTS DILLON RESERVOIR - COMPUTATION OF DAILY INFLOWS O U T F L O W GAIN LAKE TOTAL VALVES SPILL TOTAL ROBERTS TOTAL CHANGE COMPUTED COLO. UNDE- D I L L O N DILLON- TO IN SPGS. PLETED PREC TEMP EVAP GREEN DAY ELEV STORAGE RIVER TUNNEL OUTFLOW STORAGE INFLOW DEP INFLOW MTN (FEET) (AF) (CFS) (CFS) (CFS) (CFS) (AF) (AF) (AF) (CFS) (CFS) (CFS) (IN) MAX MIN (AF) (CFS) 201160 1 8998.62 200395 95 622 717 0 1434 -765 683 342 0 342 0.03 52 31 14 279 2 8998.33 199632 95 622 717 0 1434 -763 692 346 0 346 0.00 54 35 21 292 3 8998.09 199002 95 622 717 0 1434 -630 825 413 0 413 0.00 58 26 21 322 4 8997.92 198557 95 622 717 0 1434 -445 1010 505 0 505 0.00 62 24 21 418 5 8997.87 198427 95 622 717 0 1434 -130 1325 663 0 663 0.00 63 26 21 450 6 8997.91 198531 12 666 678 0 1356 104 1481 741 0 741 0.00 63 25 21 568 7 8998.02 198819 0 673 673 0 1346 288 1655 828 0 828 0.00 63 28 21 480 8 8998.23 199370 0 673 673 0 1346 551 1918 959 0 959 0.00 64 29 21 617 9 8998.46 199974 72 632 704 0 1408 604 2033 1017 0 1017 0.00 61 27 21 648 10 8998.68 200553 95 615 710 0 1420 579 2020 1010 0 1010 0.00 58 26 21 664 11 8998.97 201319 95 615 710 0 1420 766 2207 1104 0 1104 0.00 65 30 21 669 12 8998.37 202379 95 615 710 0 1420 1060 2501 1251 0 1251 0.00 69 29 21 766 13 8999.89 203763 95 615 710 0 1420 1384 2825 1413 0 1413 0.00 70 31 21 837 14 9000.48 205343 95 615 710 0 1420 1580 3021 1511 0 1511 0.00 68 29 21 933 15 9001.16 207176 95 615 710 0 1420 1833 3275 1638 0 1638 0.00 71 34 22 1113 16 9002.09 209704 95 615 710 0 1420 2528 3970 1985 0 1985 0.00 69 39 22 1218 17 9003.06 212369 91 616 707 0 1414 2665 4101 2051 8 2059 0.00 62 31 22 1470 18 9004.05 215117 97 613 710 0 1420 2748 4190 2095 1 2096 0.00 68 36 22 1289 19 9005.15 218205 97 615 712 0 1424 3088 4534 2267 4 2271 0.00 65 31 22 1343 20 9006.12 220960 97 620 717 0 1434 2755 4212 2106 3 2109 0.00 56 27 23 1302 21 9006.91 223225 98 511 609 104 1426 2265 3714 1857 4 1861 0.00 64 30 23 998 22 9007.75 225655 98 395 493 214 1414 2430 3867 1934 3 1937 0.00 64 30 23 1042 23 9008.60 228137 98 394 492 212 1408 2482 3913 1957 19 1976 0.00 62 31 23 947 24 9009.41 230525 100 371 471 223 1388 2388 3776 1888 35 1923 0.56 55 39 0 895 25 9010.39 233442 100 371 471 224 1390 2917 4307 2154 43 2197 0.51 50 31 0 959 26 9011.02 235335 98 642 740 224 1928 1893 3821 1911 36 1947 0.26 39 32 0 967 27 9011.29 236150 98 790 888 224 2224 815 3063 1532 22 1554 0.00 45 27 24 812 28 9011.45 236634 98 805 903 229 2264 484 2748 1374 22 1396 0.16 45 27 0 763 29 9011.58 237028 98 805 903 229 2264 394 2682 1341 26 1367 0.00 63 29 24 628 30 9011.74 237514 98 805 903 112 2030 486 2540 1270 32 1302 0.00 64 26 24 669 31 9011.99 238276 98 652 750 101 1702 762 2481 1241 39 1280 0.03 58 31 17 836 TOTAL CFS 2688 19064 21752 2096 42704 297 43001 25194 TOTAL AF 37116 5376 38128 43504 4192 47696 37116 85390 85390 594 86002 1.55 60 30 578 50388 NOTE: USE FACTOR OF 2.0 TO CONVERT CFS TO AF/DAY, 0.5 TO CONVERT AF/DAY TO CFS 1 PICK SLOAN MISSOURI BASIN PROGRAM UNITED STATES BUREAU OF RECLAMATION WESTERN DIVISION WATER AND POWER SYSTEM AS OF 06/11/96 WATER AND POWER CONTROL DIVISION TIME: 08:24:59 LOVELAND, COLORADO MAY 1996 EASTERN COLORADO PROJECTS GREEN MOUNTAIN RESERVOIR - COMPUTATION OF DAILY INFLOWS O U T F L O W DEPLETIONS GREEN MOUNTAIN DOTSERO LAKE TOTAL TUR- BY- CHANGE COMPUTED COLO. UNDE- T O T A L IN DENVER PLETED PREC TEMP DAY ELEV STORAGE BINES PASS STORAGE INFLOW SPGS. INFLOW (FEET) (AF) (CFS) (CFS) (CFS) (AF) (AF) (AF) (CFS) (CFS) (CFS) (CFS) (IN) MAX MIN (CFS) 50168 1 7880.05 49554 1300 0 1300 2579 -614 1975 996 -376 0 620 0.00 58 32 4380 2 7879.51 49058 1254 0 1254 2487 -496 2001 1009 -371 0 638 0.00 60 34 4548 3 7879.15 48728 1200 0 1200 2380 -330 2060 1039 -305 0 734 0.00 63 34 4414 4 7879.00 48590 1200 0 1200 2380 -138 2252 1135 -212 0 923 0.00 67 28 4378 5 7879.88 49398 661 93 754 1496 808 2314 1167 -55 0 1112 0.00 71 31 4993 6 7880.13 49629 1116 9 1125 2231 231 2472 1246 63 0 1309 0.00 70 29 5447 7 7880.17 49666 1129 0 1129 2239 37 2286 1153 155 0 1308 0.00 72 29 6393 8 7880.75 50205 1013 0 1013 2009 539 2558 1290 286 0 1576 0.00 73 25 6914 9 7881.66 51059 917 0 917 1819 854 2682 1352 313 0 1665 0.00 66 29 7293 10 7882.54 51895 948 0 948 1880 836 2726 1374 300 0 1674 0.00 64 32 7274 11 7883.41 52730 949 0 949 1882 835 2735 1379 394 0 1773 0.00 71 35 7439 12 7884.45 53742 957 0 957 1898 1012 2928 1476 541 0 2017 0.00 74 34 7864 13 7885.73 55008 900 0 900 1785 1266 3069 1547 703 0 2250 0.00 80 37 8994 14 7887.12 56408 928 0 928 1841 1400 3258 1643 801 0 2444 0.00 78 55 9847 15 7888.88 58221 900 0 900 1785 1813 3616 1823 928 0 2751 0.00 80 36 10279 16 7890.78 60230 905 0 905 1795 2009 3824 1928 1275 0 3203 0.00 78 41 10509 17 7892.67 62284 1131 0 1131 2243 2054 4319 2177 1344 8 3529 0.00 68 38 12216 18 7893.62 63338 1457 0 1457 2890 1054 3965 1999 1385 1 3385 0.00 73 38 12670 19 7894.64 64486 1464 0 1464 2904 1148 4076 2055 1555 4 3614 0.00 72 37 13168 20 7896.13 66192 1152 0 1152 2285 1706 4005 2019 1389 3 3411 0.00 60 30 13246 21 7897.70 68031 676 0 676 1341 1839 3188 1607 1248 4 2859 0.00 69 36 11483 22 7899.39 70054 510 0 510 1012 2023 3044 1535 1441 3 2979 0.00 73 39 9992 23 7900.88 71875 508 0 508 1008 1821 2854 1439 1465 19 2923 0.00 62 34 9008 24 7902.25 73582 500 0 500 992 1707 2709 1366 1417 35 2818 0.00 67 37 8005 25 7903.69 75406 503 0 503 998 1824 2836 1430 1683 43 3156 0.00 57 35 7816 26 7905.52 77772 506 0 506 1004 2366 3385 1707 1171 36 2914 0.00 42 36 8596 27 7907.30 80121 508 0 508 1008 2349 3372 1700 644 22 2366 0.55 53 32 8300 28 7908.60 81868 785 0 785 1557 1747 3304 1666 471 22 2159 0.37 54 32 7689 29 7909.36 82901 1003 0 1003 1989 1033 3037 1531 438 26 1995 0.00 70 34 7448 30 7910.16 83998 1009 0 1009 2001 1097 3118 1572 367 32 1971 0.00 67 34 7174 31 7910.97 85119 1010 0 1010 2003 1121 3145 1586 491 39 2116 0.00 63 35 6753 TOTAL CFS 28999 102 29101 46946 20949 297 68192 254530 TOTAL AF 34951 57519 202 57721 57721 34951 93113 93116 41551 589 135258 0.92 67 34 504852 NOTE: USE FACTOR OF 1.98347 TO CONVERT CFS TO AF/DAY, 0.50417 TO CONVERT AF/DAY TO CFS FACTORS=2.066116 AND.483988 FOR 25 HR/DAY 1.900825 AND .526087 FOR 23 HR/DAY 1 PICK SLOAN MISSOURI BASIN PROGRAM UNITED STATES BUREAU OF RECLAMATION WESTERN DIVISION WATER AND POWER SYSTEM AS OF 06/11/96 WATER AND POWER CONTROL DIVISION TIME: 08:24:59 LOVELAND, COLORADO MAY 1996 EASTERN COLORADO PROJECTS WILLOW CREEK RESERVOIR - COMPUTATION OF DAILY INFLOWS O U T F L O W CHANGE LAKE TOTAL TO TO MC- BUNTE SEEP- CANAL TOTAL OUTFLOW IN COMPUTED INFLOW ELEV STORAGE RIVER QUEARY HIGHLINE AGE1/ PRIMING PUMPED STORAGE DAY (FEET) (AF) (CFS) (CFS) (CFS) (CFS) (CFS) (CFS) (CFS) (AF) (AF) (AF) (CFS) 7023 1 8116.08 7036 109 0 0 0 0 0 109 216 13 231 116 2 8116.12 7044 115 0 0 0 0 0 115 228 8 238 120 3 8116.17 7054 129 0 0 0 0 0 129 256 10 268 135 4 8116.25 7071 179 0 0 0 0 0 179 355 17 374 189 5 8116.20 7060 281 0 0 1 0 0 282 559 -11 550 277 6 8116.28 7077 351 0 0 0 0 0 351 696 17 715 360 7 8116.24 7069 407 0 0 0 14 0 421 835 -8 829 418 8 8116.65 7154 415 0 0 0 8 0 423 839 85 926 467 9 8116.21 7062 521 0 0 0 10 0 531 1053 -92 963 486 10 8116.38 7098 560 0 0 0 0 0 560 1111 36 1149 579 11 8116.25 7071 610 0 0 0 0 0 610 1210 -27 1186 598 12 8116.58 7139 659 0 0 0 0 0 659 1307 68 1378 695 13 8116.57 7137 856 0 2 0 6 0 862 1710 -2 1711 863 14 8116.35 7091 947 0 5 1 15 0 963 1910 -46 1867 941 15 8117.29 7290 918 0 5 1 0 0 919 1823 199 2025 1021 16 8116.85 7196 1252 0 20 0 0 0 1252 2483 -94 2392 1206 17 8116.85 7196 1340 0 30 0 0 0 1340 2658 0 2662 1342 18 8116.64 7152 1084 0 30 1 0 0 1085 2152 -44 2111 1064 19 8116.62 7148 815 0 30 0 0 0 815 1617 -4 1617 815 20 8117.01 7230 719 0 30 0 0 0 719 1426 82 1510 761 21 8119.28 7731 324 0 30 0 7 0 331 657 501 1159 584 22 8121.82 8330 31 0 25 0 19 137 187 371 599 971 490 23 8124.65 9047 38 0 30 2 32 86 158 313 717 1034 521 24 8125.37 9238 167 0 30 1 0 247 415 823 191 1016 512 25 8125.66 9316 409 0 30 0 0 0 409 811 78 892 450 26 8126.12 9441 423 0 30 1 0 0 424 841 125 969 489 27 8125.94 9391 446 0 30 0 0 0 446 885 -50 838 422 28 8125.87 9372 407 0 30 0 0 0 407 807 -19 788 397 29 8125.76 9343 376 0 30 1 0 0 377 748 -29 722 364 30 8125.65 9313 368 0 30 0 0 0 368 730 -30 703 354 31 8125.86 9370 323 0 30 0 0 0 323 641 57 702 354 TOTAL CFS 15579 0 477 9 111 470 16169 17390 TOTAL AF 2347 30899 0 954 18 221 933 32071 32071 2347 34496 34496 NOTE: USE FACTOR OF 1.98347 TO CONVERT CFS TO AF/DAY, 0.50417 TO CONVERT AF/DAY TO CFS FACTORS=2.066116 AND.483988 FOR 25 HR/DAY 1.900825 AND .526087 FOR 23 HR/DAY 1/ INCLUDES PUMP CANAL WASTE 1 PICK SLOAN MISSOURI BASIN PROGRAM UNITED STATES BUREAU OF RECLAMATION WESTERN DIVISION WATER AND POWER SYSTEM AS OF 06/11/96 WATER AND POWER CONTROL DIVISION TIME: 08:24:59 LOVELAND, COLORADO MAY 1996 EASTERN COLORADO PROJECTS WINDY GAP PROJECT DAILY FLOWS COLO R. FRASER R. PUMPED FROM COLO R. PRECIP ABOVE AT CONFLU. WINDY GAP BELOW AT W.GAP FRASER RESERVOIR W.GAP RESER. RESERVOIR DAY (CFS) (CFS) (CFS) (AF) (CFS) (IN) 1 0 0 0 0 0 0.00 2 0 0 0 0 0 0.00 3 0 0 0 0 0 0.00 4 0 0 0 0 0 0.00 5 0 0 0 0 0 0.00 6 0 0 0 0 0 0.00 7 0 0 0 0 0 0.00 8 0 0 0 0 0 0.00 9 0 0 0 0 0 0.00 10 0 0 0 0 0 0.00 11 0 0 0 0 0 0.00 12 0 0 0 0 0 0.00 13 0 0 0 0 0 0.00 14 0 0 0 0 0 0.00 15 0 0 0 0 0 0.00 16 0 0 0 0 0 0.00 17 0 0 0 0 0 0.00 18 0 0 0 0 0 0.00 19 0 0 0 0 0 0.00 20 0 0 0 0 0 0.00 21 0 0 0 0 0 0.00 22 0 0 0 0 0 0.00 23 0 0 0 0 0 0.00 24 0 0 0 0 0 0.00 25 0 0 0 0 0 0.00 26 0 0 0 0 0 0.00 27 0 0 0 0 0 0.00 28 0 0 0 0 0 0.00 29 0 0 0 0 0 0.00 30 0 0 0 0 0 0.00 31 0 0 0 0 0 0.00 TOTAL CFS 0 0 0 0 TOTAL AF 0 0 0 0 0 0.00 1 PICK SLOAN MISSOURI BASIN PROGRAM UNITED STATES BUREAU OF RECLAMATION WESTERN DIVISION WATER AND POWER SYSTEM AS OF 06/11/96 WATER AND POWER CONTROL DIVISION TIME: 08:24:59 LOVELAND, COLORADO MAY 1996 EASTERN COLORADO PROJECTS GRAND LAKE - SHADOW MOUNTAIN RESERVOIRS - COMPUTATION OF DAILY INFLOWS O U T F L O W C O M P U T E D I N F L O W ELEVATION ADAMS CHANGE PUMPED TO G R A N D L A K E GRAND SHADOW TOTAL TUNNEL BY TOTAL OUTFLOW IN TOTAL FROM GL. - SM. P R E C TEMP DAY LAKE MTN STORAGE E.P.1 PASS STORAGE GRANBY 6SSW 1NW 6SSW (FEET) (FEET) (AF) (CFS) (CFS) (CFS) (AF) (AF) (AF) (AF) (AF) (CFS) (IN) (IN) MAX MIN 17787 1 8366.61 8366.76 17851 494 20 514 1020 64 1105 910 195 98 0.00 0.02 46 29 2 8366.60 8366.77 17860 501 20 521 1033 9 1063 885 178 90 0.05 0.03 52 33 3 8366.61 8366.78 17878 503 20 523 1037 18 1076 859 217 109 0.00 0.00 54 29 4 8366.56 8366.74 17799 540 20 560 1111 -79 1053 744 309 156 0.00 0.00 59 28 5 8366.61 8366.78 17878 515 20 535 1061 79 1161 666 495 250 0.00 0.00 62 26 6 8366.60 8366.70 17767 547 20 567 1125 -111 1035 256 779 393 0.00 0.00 60 26 7 8366.60 8366.73 17806 443 20 463 918 39 978 149 829 418 0.00 0.00 62 26 8 8366.64 8366.75 17853 525 20 545 1081 47 1149 95 1054 531 0.00 0.00 65 26 9 8366.69 8366.80 17945 502 94 596 1182 92 1291 0 1291 651 0.00 0.00 65 31 10 8366.69 8366.80 17945 485 124 609 1208 0 1228 0 1228 619 0.00 0.00 56 28 11 8366.69 8366.77 17906 497 170 667 1323 -39 1318 0 1318 664 0.00 0.00 63 27 12 8366.60 8366.67 17727 538 518 1056 2095 -179 1950 0 1950 983 0.00 0.00 66 29 13 8366.51 8366.59 17575 546 621 1167 2315 -152 2197 0 2197 1108 0.00 0.00 72 29 14 8366.47 8366.56 17514 544 594 1138 2257 -61 2227 0 2227 1123 0.00 0.00 67 29 15 8366.53 8366.60 17598 470 851 1321 2620 84 2736 0 2736 1379 0.00 0.00 70 29 16 8366.54 8366.58 17576 416 1242 1658 3289 -22 3301 0 3301 1664 0.00 0.00 71 33 17 8366.47 8366.51 17447 550 1504 2054 4074 -129 3981 0 3981 2007 0.01 0.00 71 42 18 8366.45 8366.46 17371 546 1270 1816 3602 -76 3560 0 3560 1795 0.00 0.00 66 33 19 8366.46 8366.45 17363 546 1473 2019 4005 -8 4034 0 4034 2034 0.01 0.00 67 38 20 8366.37 8366.50 17383 522 1402 1924 3816 20 3856 0 3856 1944 0.01 0.02 64 33 21 8366.48 8366.55 17505 535 891 1426 2828 122 2963 0 2963 1494 0.00 0.00 62 27 22 8366.48 8366.53 17479 550 751 1301 2580 -26 2568 0 2568 1295 0.00 0.00 65 31 23 8366.47 8366.55 17500 547 821 1368 2713 21 2769 0 2769 1396 0.02 0.01 66 44 24 8366.45 8366.50 17424 550 848 1398 2773 -76 2711 0 2711 1367 0.01 0.00 62 38 25 8366.50 8366.54 17503 549 798 1347 2672 79 2772 0 2772 1398 0.01 0.04 57 34 26 8366.48 8366.49 17426 511 1086 1597 3168 -77 3112 0 3112 1569 0.63 0.65 52 32 27 8366.44 8366.48 17392 516 705 1221 2422 -34 2409 0 2409 1215 0.09 0.37 51 36 28 8366.43 8366.48 17387 547 399 946 1876 -5 1871 0 1871 943 0.12 0.14 50 32 29 8366.44 8366.50 17419 540 299 839 1664 32 1717 0 1717 866 0.11 0.14 63 32 30 8366.50 8366.55 17516 530 284 814 1615 97 1738 0 1738 876 0.01 0.00 64 31 31 8366.49 8366.53 17484 464 437 901 1787 -32 1783 0 1783 899 0.00 0.00 59 28 TOTAL CFS 16069 17342 33411 31334 62 31 TOTAL AF -303 31872.4 34398 66270 66270 -303 66712 4564 62148 62149 1.08 1.42 NOTE: USE FACTOR OF 1.98347 TO CONVERT CFS TO AF/DAY, 0.50417 TO CONVERT AF/DAY TO CFS FACTORS=2.066116 AND.483988 FOR 25 HR/DAY 1.900825 AND .526087 FOR 23 HR/DAY 1 WATER DIVERTED FROM WEST SLOPE THRU ADAMS TUNNEL 1 PICK SLOAN MISSOURI BASIN PROGRAM UNITED STATES BUREAU OF RECLAMATION WESTERN DIVISION WATER AND POWER SYSTEM AS OF 06/11/96 WATER AND POWER CONTROL DIVISION TIME: 08:24:59 LOVELAND, COLORADO MAY 1996 EASTERN COLORADO PROJECTS GRANBY RESERVOIR - COMPUTATION OF DAILY INFLOWS O U T F L O W C O M P U T E D I N F L O W CHANGE NATURAL LAKE TOTAL PUMPED SPILL SEEP TOTAL OUTFLOW IN TOTAL INFLOW FROM FROM FROM TO INFLOW YMCA ELEV STORAGE TO SM VALVES WAY AGE STORAGE SM W.CR W.GAP GRANBY GR-GL-SM GAGE DAY (FEET) (AF) (CFS) (CFS) (CFS) (CFS) (CFS) (AF) (AF) (AF) (CFS) (CFS) (CFS) (CFS) (CFS) (CFS) (CFS) 442844 1 8265.85 441395 459 75 355 7.0 896 1777 -1449 405 204 20 0 0 184 282 450 2 8265.68 440277 446 75 153 7.0 681 1351 -1118 310 156 20 0 0 136 226 245 3 8265.57 439554 433 70 0 7.0 510 1012 -723 366 185 20 0 0 165 274 80 4 8265.48 438963 375 67 0 7.0 449 891 -591 377 190 20 0 0 170 326 78 5 8265.45 438766 336 67 0 7.0 410 813 -197 693 349 20 0 0 329 579 77 6 8265.45 438766 129 62 0 7.0 198 393 0 470 237 20 0 0 217 610 77 7 8265.50 439094 75 59 0 7.0 141 280 328 685 345 20 0 0 325 743 76 8 8265.59 439685 48 59 0 7.0 114 226 591 894 451 20 0 0 431 962 75 9 8265.71 440474 0 61 0 7.0 68 135 789 988 498 94 0 0 404 1055 75 10 8265.85 441395 0 63 0 7.0 70 139 921 1132 571 124 0 0 447 1066 75 11 8265.99 442316 0 63 0 7.0 70 139 921 1184 597 170 0 0 427 1091 75 12 8266.22 443833 0 63 0 7.0 70 139 1517 1780 897 518 0 0 379 1362 75 13 8266.52 445815 0 63 0 7.0 70 139 1982 2246 1132 621 0 0 511 1619 75 14 8266.83 447867 0 65 0 7.0 72 143 2052 2308 1164 594 0 0 570 1693 75 15 8267.21 450427 0 69 0 6.0 75 149 2560 2826 1425 851 0 0 574 1953 75 16 8267.72 453848 0 68 0 6.0 74 147 3421 3694 1862 1242 0 0 620 2284 75 17 8268.35 458091 0 71 0 6.0 77 153 4243 4529 2283 1504 0 0 779 2786 76 18 8268.87 461608 0 72 0 6.0 78 155 3517 3799 1915 1270 0 0 645 2440 76 19 8269.48 465751 0 72 0 6.0 78 155 4143 4437 2237 1473 0 0 764 2798 77 20 8270.06 469706 0 70 0 6.0 76 151 3955 4183 2109 1402 0 0 707 2651 75 21 8270.40 472032 0 69 0 6.0 75 149 2326 2525 1273 891 0 0 382 1876 76 22 8270.76 474502 0 66 0 6.0 72 143 2470 2667 1345 751 137 0 457 1752 76 23 8271.14 477115 0 71 0 7.5 78 155 2613 2899 1462 821 86 0 555 1951 75 24 8271.55 479942 0 74 0 7.5 81 161 2827 3041 1533 848 247 0 438 1805 75 25 8271.91 482432 0 74 0 7.5 81 161 2490 2732 1377 798 0 0 579 1977 76 26 8272.40 485830 0 74 0 7.5 81 161 3398 3640 1835 1086 0 0 749 2318 79 27 8272.69 487847 0 74 0 7.5 81 161 2017 2259 1139 705 0 0 434 1649 76 28 8272.92 489449 0 65 0 7.5 72 143 1602 1745 880 399 0 0 481 1424 79 29 8273.07 490495 0 62 0 7.5 69 137 1046 1264 637 299 0 0 338 1204 75 30 8273.21 491473 0 62 0 7.2 69 137 978 1215 613 284 0 0 329 1205 74 31 8273.40 492801 0 64 0 7.2 71 141 1328 1575 794 437 0 0 357 1256 75 TOTAL CFS 2301 2089 508 212.9 5107 31695 17342 470 0 13883 45217 2898 TOTAL AF 49957 4564 4147 1007 422.3 10136 10136 49957 62868 62868 34398 933 0 27538 89685 5756 NOTE: USE FACTOR OF 1.98347 TO CONVERT CFS TO AF/DAY, 0.50417 TO CONVERT AF/DAY TO CFS FACTORS=2.066116 AND.483988 FOR 25 HR/DAY 1.900825 AND .526087 FOR 23 HR/DAY 1 PICK SLOAN MISSOURI BASIN PROGRAM UNITED STATES BUREAU OF RECLAMATION WESTERN DIVISION WATER AND POWER SYSTEM AS OF 06/11/96 WATER AND POWER CONTROL DIVISION TIME: 08:24:59 LOVELAND, COLORADO MAY 1996 EASTERN COLORADO PROJECTS MARYS AND ESTES WATER REGULATION BIG THOMPSON RIVER S T O R A G E LAKE E S T E S ELVATION TOTAL ESTES B Y P A S S CHANGE WIND O L Y M P U S COM- P A R K IN ADAMS RIVER PUTED MARYS ESTES MARYS LAKE MARYS LAKE STOR- TUNNEL DIVER- T U N N E L NATIVE BELOW SKIM POWER POWER PREC TEMP LAKE ESTES LAKE ESTES AGE 1 SION INFLOW PLANT PLANT DAY (FT) (FT) (AF) (AF) (AF) (AF) (CFS) (CFS) (AF) (CFS) (CFS) (CFS) (CFS) (AF) (AF) (IN) (MAX) (MIN) +8000. +7400. 641 2591 1 32.22 72.02 623 2547 -62 979.8 494.0 0.00 0.0 0.0 48.0 573.0 0 0 0 0.13 49 32 2 36.55 71.34 790 2436 56 993.7 501.0 0.00 0.0 0.0 79.0 552.0 0 0 0 0.00 58 36 3 31.93 72.23 613 2582 -31 997.7 503.0 1.00 9.9 5.0 64.0 579.0 0 0 0 0.00 66 33 4 33.65 71.80 677 2511 -7 1071.1 540.0 1.00 9.9 5.0 74.0 614.0 0 0 0 0.00 61 33 5 35.93 71.59 765 2476 53 1021.5 515.0 1.00 6.0 3.0 89.0 576.0 0 0 0 0.00 56 37 6 38.47 71.32 867 2432 58 1085.0 547.0 1.00 218.2 110.0 131.0 540.0 0 0 0 0.00 59 30 7 34.08 72.66 693 2655 49 878.7 443.0 1.00 866.8 437.0 161.0 144.0 0 0 0 0.00 69 31 8 36.08 72.52 771 2631 54 1041.3 525.0 2.00 1092.9 551.0 211.0 160.0 0 0 0 0.00 65 32 9 37.56 72.13 830 2566 -6 995.7 502.0 2.00 1090.9 550.0 255.0 212.0 0 0 0 0.12 55 36 10 37.25 71.43 818 2450 -128 962.0 485.0 2.00 1085.0 547.0 251.0 255.0 0 0 0 0.04 60 36 11 35.30 71.12 740 2400 -128 985.8 497.0 2.00 1079.0 544.0 243.0 262.0 0 0 0 0.00 69 37 12 29.83 72.86 538 2689 87 1067.1 538.0 2.00 1090.9 550.0 299.0 246.0 0 0 0 0.00 71 45 13 33.23 72.31 661 2596 30 1083.0 546.0 2.00 1061.2 535.0 303.0 301.0 0 0 0 0.00 75 34 14 40.99 72.03 973 2549 265 1079.0 544.0 2.00 1090.9 550.0 442.0 306.0 0 0 0 0.00 74 37 15 36.49 73.34 787 2771 36 932.2 470.0 1.00 1098.8 554.0 421.0 320.0 0 0 0 0.00 75 35 16 28.91 72.14 506 2567 -485 825.1 416.0 2.00 1085.0 547.0 498.0 612.0 0 0 0 0.00 78 49 17 33.15 72.24 658 2584 169 1090.9 550.0 1.00 1088.9 549.0 649.0 567.0 0 0 0 0.00 66 52 18 32.75 71.59 643 2476 -123 1083.0 546.0 1.00 1090.9 550.0 593.0 652.0 0 0 0 0.63 72 41 19 33.76 72.43 681 2616 178 1083.0 546.0 1.00 1085.0 547.0 686.0 597.0 0 0 0 0.08 62 44 20 32.52 71.74 634 2501 -162 1035.4 522.0 2.00 1029.4 519.0 602.0 688.0 0 0 0 0.07 58 39 21 28.82 71.18 503 2410 -222 1061.2 535.0 2.00 991.7 500.0 454.0 602.0 0 0 0 0.00 60 30 22 34.32 70.50 702 2301 90 1090.9 550.0 2.00 985.8 497.0 442.0 452.0 0 0 0 0.87 69 38 23 34.07 71.94 693 2534 224 1085.0 547.0 2.00 1033.4 521.0 527.0 443.0 0 0 0 2.00 51 40 24 33.84 71.92 684 2531 -12 1090.9 550.0 3.00 1081.0 545.0 514.0 528.0 0 0 0 0.68 47 41 25 34.44 72.82 707 2682 174 1088.9 549.0 3.00 1090.9 550.0 603.0 518.0 0 0 0 0.54 44 40 26 33.35 72.32 665 2597 -127 1013.6 511.0 4.00 1059.2 534.0 562.0 607.0 0 0 0 0.80 45 33 27 31.92 72.31 612 2596 -54 1023.5 516.0 5.00 876.7 442.0 459.0 565.0 0 0 0 0.00 54 37 28 35.61 71.08 752 2394 -62 1085.0 547.0 7.00 1037.4 523.0 401.0 463.0 0 0 0 0.20 48 34 29 32.63 71.59 638 2476 -32 1071.1 540.0 9.00 1047.3 528.0 372.0 409.0 0 0 0 0.00 64 31 30 31.90 72.67 611 2656 153 1051.2 530.0 9.00 971.9 490.0 408.0 381.0 0 0 0 0.00 65 36 31 35.77 72.01 759 2546 38 920.3 464.0 9.00 886.6 447.0 408.0 415.0 0 0 0 0.00 60 35 TOTAL CFS 16069.0 13230.011249.014139.0 0 TOTAL AF 118 -45 73 162.64 22312. 28044. 0 0 0 6.16 61 37 31872.4 26241.3 NOTE: USE FACTOR OF 1.98347 TO CONVERT CFS TO AF/DAY, 0.50417 TO CONVERT AF/DAY TO CFS FACTORS=2.066116 AND.483988 FOR 25 HR/DAY; 1.900825 AND .526087 FOR 23 HR/DAY 1 EAST PORTAL ADAMS TUNNEL MINUS WIND RIVER 1 PICK SLOAN MISSOURI BASIN PROGRAM UNITED STATES BUREAU OF RECLAMATION WESTERN DIVISION WATER AND POWER SYSTEM AS OF 06/11/96 WATER AND POWER CONTROL DIVISION TIME: 08:24:59 LOVELAND, COLORADO MAY 1996 EASTERN COLORADO PROJECTS MARYS LAKE & LAKE ESTES INFLOW/OUTFLOW REGULATION G A U G E D F L O W ESTES & LAKE BIG BIG MARYS ESTES THOMP- THOMP- TOTAL COM- SON SON CHANGE PUTED ADAMS WIND FISH RIVER T O T A L OLYMPUS RIVER T O T A L IN NATIVE TUNNEL RIVER CREEK ABOVE I N F L O W TUNNEL BELOW O U T F L O W STORAGE INFLOW 1 2 DAY (CFS) (CFS) (CFS) (CFS) (CFS) (AF) (CFS) (CFS) (CFS) (AF) (AF) (CFS) 1 494.0 0.0 3.0 45.0 542.0 1075 0.0 573.0 573.0 1137 -62 48.0 2 501.0 0.0 4.0 45.0 580.0 1150 0.0 552.0 552.0 1095 56 79.0 3 503.0 1.0 3.0 45.0 567.0 1125 5.0 579.0 584.0 1158 -31 64.0 4 540.0 1.0 4.0 49.0 614.0 1218 5.0 614.0 619.0 1228 -7 74.0 5 515.0 1.0 4.0 71.0 604.0 1198 3.0 576.0 579.0 1148 53 89.0 6 547.0 1.0 4.0 107.0 678.0 1345 110.0 540.0 650.0 1289 58 131.0 7 443.0 1.0 3.0 127.0 604.0 1198 437.0 144.0 581.0 1152 49 161.0 8 525.0 2.0 3.0 160.0 736.0 1460 551.0 160.0 711.0 1410 54 211.0 9 502.0 2.0 4.0 198.0 757.0 1501 550.0 212.0 762.0 1511 -6 255.0 10 485.0 2.0 4.0 207.0 736.0 1460 547.0 255.0 802.0 1591 -128 251.0 11 497.0 2.0 3.0 200.0 740.0 1468 544.0 262.0 806.0 1599 -128 243.0 12 538.0 2.0 3.0 251.0 837.0 1660 550.0 246.0 796.0 1579 87 299.0 13 546.0 2.0 3.0 317.0 849.0 1684 535.0 301.0 836.0 1658 30 303.0 14 544.0 2.0 3.0 355.0 986.0 1956 550.0 306.0 856.0 1698 265 442.0 15 470.0 1.0 2.0 397.0 891.0 1767 554.0 320.0 874.0 1734 36 421.0 16 416.0 2.0 2.0 496.0 914.0 1813 547.0 612.0 1159.0 2299 -485 498.0 17 550.0 1.0 2.0 632.0 1199.0 2378 549.0 567.0 1116.0 2214 169 649.0 18 546.0 1.0 2.0 565.0 1139.0 2259 550.0 652.0 1202.0 2384 -123 593.0 19 546.0 1.0 2.0 664.0 1232.0 2444 547.0 597.0 1144.0 2269 178 686.0 20 522.0 2.0 2.0 580.0 1124.0 2229 519.0 688.0 1207.0 2394 -162 602.0 21 535.0 2.0 2.0 432.0 989.0 1962 500.0 602.0 1102.0 2186 -222 454.0 22 550.0 2.0 2.0 418.0 992.0 1968 497.0 452.0 949.0 1882 90 442.0 23 547.0 2.0 5.0 481.0 1074.0 2130 521.0 443.0 964.0 1912 224 527.0 24 550.0 3.0 7.0 474.0 1064.0 2110 545.0 528.0 1073.0 2128 -12 514.0 25 549.0 3.0 13.0 559.0 1152.0 2285 550.0 518.0 1068.0 2118 174 603.0 26 511.0 4.0 23.0 513.0 1073.0 2128 534.0 607.0 1141.0 2263 -127 562.0 27 516.0 5.0 27.0 412.0 975.0 1934 442.0 565.0 1007.0 1997 -54 459.0 28 547.0 7.0 22.0 352.0 948.0 1880 523.0 463.0 986.0 1956 -62 401.0 29 540.0 9.0 18.0 322.0 912.0 1809 528.0 409.0 937.0 1859 -32 372.0 30 530.0 9.0 15.0 357.0 938.0 1860 490.0 381.0 871.0 1728 153 408.0 31 464.0 9.0 14.0 368.0 872.0 1730 447.0 415.0 862.0 1710 38 408.0 TOTAL CFS 16069.0 208.0 10199.0 27318.0 13230.0 14139.0 27369.0 11249.0 AF 31872.4 162.6 412.6 20229.4 54184.4 54184 26241.3 28044.3 54285.6 54286 73 22312.1 NOTE: USE FACTOR OF 1.98347 TO CONVERT CFS TO AF/DAY, 0.50417 TO CONVERT AF/DAY TO CFS FACTORS=2.066116 AND.483988 FOR 25 HR/DAY; 1.900825 AND .526087 FOR 23 HR/DAY 1 EAST PORTAL ADAMS TUNNEL MINUS WIND RIVER 2 LAKE ESTES COMPUTED NATIVE INFLOW PLUS ADAMS TUNNEL 1 PICK SLOAN MISSOURI BASIN PROGRAM UNITED STATES BUREAU OF RECLAMATION WESTERN DIVISION WATER AND POWER SYSTEM AS OF 06/11/96 WATER AND POWER CONTROL DIVISION TIME: 08:24:59 LOVELAND, COLORADO MAY 1996 EASTERN COLORADO PROJECTS FOOTHILLS WATER REGULATION PINEWOOD F L A T I R O N CARTER LAKE HORSETOOTH BY- AVG PASS ELEV STORAGE ELEV STORAGE FLATIRON PUMP FLATIRON # 3 GEN. ELEV ELEV STORAGE ELEV STORAGE POLE (FT) (AF) (FT) (FT) HILL +6500. +5400. (AF) MWH KWH/AF (AF) AVG. MWH KWH/AF (AF) AVG. +5400. (FT) (AF) (FT) (AF) (AF) DAY CFS CFS 1717 722 80154 145207 1 74.9 1717 72.1 726 0.0 324.4 0.0 0.0 0.0 209.9 0.0 0.0 0.0 5729.28 80052 5423.41 143609 0 2 74.9 1717 72.4 740 0.0 324.3 0.0 0.0 0.0 209.9 0.0 0.0 0.0 5729.18 79950 5422.38 141615 0 3 74.9 1717 72.4 740 0.0 324.3 0.0 0.0 0.0 209.9 0.0 0.0 0.0 5729.18 0 5421.23 139408 0 4 74.9 1717 72.4 740 0.0 324.3 0.0 0.0 0.0 209.9 0.0 0.0 0.0 5729.18 0 5420.03 137124 0 5 74.9 1717 72.4 740 0.0 324.0 0.0 0.0 0.0 209.7 0.0 0.0 0.0 5728.96 79725 5418.63 134487 0 6 75.6 1776 70.7 663 0.0 323.7 0.0 0.0 0.0 209.6 0.0 0.0 0.0 5728.73 79491 5417.31 132025 0 7 76.8 1882 67.2 514 0.0 323.4 0.0 0.0 0.0 209.4 0.0 0.0 0.0 5728.48 79236 5415.97 129553 0 8 76.3 1838 66.0 467 0.0 323.1 0.0 0.0 0.0 209.3 0.0 0.0 0.0 5728.27 79023 5414.68 127195 0 9 75.4 1759 67.6 530 0.0 322.9 0.0 0.0 0.0 209.2 0.0 0.0 0.0 5728.09 78840 5413.87 125726 0 10 76.3 1838 67.8 538 0.0 322.6 0.0 0.0 0.0 209.0 0.0 0.0 0.0 5727.85 78596 5413.61 125256 0 11 76.9 1891 68.2 555 0.0 322.6 0.0 0.0 0.0 209.0 0.0 0.0 0.0 5727.85 0 5413.67 125364 0 12 77.3 1927 68.4 563 0.0 322.1 0.0 0.0 0.0 208.8 0.0 0.0 0.0 5727.48 78221 5413.59 125220 0 13 76.8 1882 69.1 593 0.0 321.9 0.0 0.0 0.0 208.7 0.0 0.0 0.0 5727.31 78049 5413.50 125058 0 14 76.6 1864 69.0 588 0.0 321.3 0.0 0.0 0.0 208.4 0.0 0.0 0.0 5726.92 77654 5413.53 125112 0 15 75.5 1768 70.9 672 0.0 320.9 0.0 0.0 0.0 208.2 0.0 0.0 0.0 5726.58 77310 5413.56 125166 0 16 75.7 1785 69.3 601 0.0 320.3 0.0 0.0 0.0 207.9 0.0 0.0 0.0 5726.13 76856 5413.65 125328 0 17 75.4 1759 69.8 623 0.0 319.7 0.0 0.0 0.0 207.6 0.0 0.0 0.0 5725.67 76393 5413.81 125617 0 18 76.9 1891 66.9 502 0.0 319.5 0.0 0.0 0.0 207.4 0.0 0.0 0.0 5725.45 76172 5414.01 125979 0 19 76.2 1829 68.8 580 0.0 318.9 0.0 0.0 0.0 207.1 0.0 0.0 0.0 5725.04 75761 5414.23 126378 0 20 77.7 1963 65.9 463 0.0 318.9 0.0 0.0 0.0 207.1 0.0 0.0 0.0 5725.04 0 5414.48 126832 0 21 77.6 1954 66.0 467 0.0 317.8 0.0 0.0 0.0 206.5 0.0 0.0 0.0 5724.15 74869 5414.34 126577 0 22 77.5 1945 66.0 467 0.0 317.3 0.0 0.0 0.0 206.3 0.0 0.0 0.0 5723.77 74490 5414.23 126378 0 23 75.8 1794 70.5 654 0.0 316.7 0.0 0.0 0.0 205.9 0.0 0.0 0.0 5723.29 74011 5414.65 127141 0 24 76.0 1811 70.4 649 0.0 316.4 0.0 0.0 0.0 205.8 0.0 0.0 0.0 5723.07 73792 5415.13 128016 0 25 76.0 1811 71.5 699 0.0 316.2 0.0 0.0 0.0 205.7 0.0 0.0 0.0 5722.91 73633 5415.66 128984 0 26 77.5 1945 69.6 614 0.0 315.9 0.0 0.0 0.0 205.5 0.0 0.0 0.0 5722.66 73385 5416.25 130067 0 27 76.8 1882 67.9 542 0.0 315.8 0.0 0.0 0.0 205.4 0.0 0.0 0.0 5722.54 73266 5416.78 131044 0 28 76.9 1891 67.4 522 0.0 315.7 0.0 0.0 0.0 205.3 0.0 0.0 0.0 5722.46 73186 5417.28 131970 690 29 76.0 1811 70.4 649 0.0 315.6 0.0 0.0 0.0 205.3 0.0 0.0 0.0 5722.42 73147 5417.76 132862 1048 30 76.4 1846 70.0 632 0.0 315.5 0.0 0.0 0.0 205.2 0.0 0.0 0.0 5722.31 73038 5418.18 133645 970 31 76.0 1811 68.8 580 0.0 315.4 0.0 0.0 0.0 205.2 0.0 0.0 0.0 5722.25 72978 5418.66 134543 704 TOTAL CFS 0.0 TOTAL AF 94 -142 0.0 0.0 0.0 0.0 0.0 0.0 -7176 -10664 3412 NOTE: USE FACTOR OF 1.98347 TO CONVERT CFS TO AF/DAY, 0.50417 TO CONVERT AF/DAY TO CFS FACTORS=2.066116 AND.483988 FOR 25 HR/DAY 1.900825 AND .526087 FOR 23 HR/DAY 1 PICK SLOAN MISSOURI BASIN PROGRAM UNITED STATES BUREAU OF RECLAMATION WESTERN DIVISION WATER AND POWER SYSTEM AS OF 06/11/96 WATER AND POWER CONTROL DIVISION TIME: 08:24:59 LOVELAND, COLORADO MAY 1996 EASTERN COLORADO PROJECTS LOVELAND WASTE- WINDY SURPLUS DECREE SKIM TOTAL WAY INFLOW WIND WINDY GAP WATER WATER WATER DILLE TO B. T. TO GAP OPEN THRU THRU THRU B. T. POWER HORSE- DAY RIVER METERS FLOW DILLE DILLE DILLE TUNNEL RIVER PLANT TOOTH 1 0.00 0.00 0.00 0.00 0.00 0.00 364.00 16.30 0.00 335.00 2 0.00 0.00 0.00 0.00 0.00 0.00 346.00 0.00 0.00 277.00 3 0.00 0.00 0.00 0.00 0.00 0.00 256.00 0.00 0.00 212.00 4 0.00 0.00 0.00 0.00 0.00 0.00 148.00 0.00 0.00 110.30 5 0.00 0.00 0.00 0.00 0.00 0.00 76.00 0.00 0.00 43.00 6 0.00 0.00 0.00 0.00 0.00 0.00 16.00 0.00 0.00 69.00 7 0.00 0.00 0.00 0.00 0.00 0.00 0.00 53.00 225.00 74.00 8 0.00 0.00 0.00 0.00 0.00 0.00 0.00 141.00 373.00 29.30 9 0.00 0.00 0.00 0.00 0.00 0.00 122.00 49.00 373.00 213.50 10 0.00 0.00 0.00 0.00 0.00 0.00 165.00 0.00 373.00 253.50 11 0.00 0.00 0.00 0.00 0.00 0.00 168.00 0.00 373.00 268.30 12 0.00 0.00 0.00 0.00 0.00 0.00 168.00 0.00 373.00 286.00 13 0.00 0.00 0.00 0.00 0.00 0.00 169.00 0.00 373.00 318.00 14 0.00 0.00 0.00 0.00 5.00 0.00 171.00 0.00 373.00 339.70 15 0.00 0.00 0.00 0.00 5.00 0.00 168.00 0.00 373.00 340.00 16 0.00 0.00 0.00 0.00 5.00 0.00 152.00 0.00 373.00 336.00 17 0.00 0.00 0.00 0.00 5.00 0.00 154.00 0.00 373.00 321.00 18 0.00 0.00 0.00 0.00 5.00 0.00 164.00 0.00 373.00 309.00 19 0.00 0.00 0.00 0.00 5.00 0.00 184.00 0.00 373.00 337.00 20 0.00 0.00 0.00 0.00 5.00 0.00 210.00 0.00 392.00 324.00 21 0.00 0.00 0.00 0.00 15.00 0.00 159.00 0.00 400.00 241.00 22 0.00 0.00 12.70 0.00 15.00 0.00 273.00 0.00 400.00 373.00 23 0.00 0.00 7.30 0.00 15.00 0.00 335.00 0.00 400.00 452.00 24 0.00 0.00 0.00 0.00 15.00 0.00 350.00 0.00 400.00 495.40 25 0.00 0.00 0.00 0.00 15.00 0.00 336.00 0.00 400.00 474.50 26 0.00 0.00 0.00 0.00 15.00 0.00 339.00 0.00 400.00 477.50 27 0.00 0.00 0.00 0.00 15.00 0.00 373.00 0.00 400.00 497.50 28 0.00 0.00 0.00 0.00 15.00 0.00 385.00 0.00 400.00 502.50 29 0.00 0.00 0.00 0.00 15.00 0.00 385.00 0.00 400.00 500.20 30 0.00 0.00 0.00 0.00 15.00 0.00 385.00 0.00 400.00 495.00 31 0.00 0.00 0.00 0.00 15.00 0.00 385.00 0.00 400.00 501.00 TOTAL CFS 0.00 0.00 20.00 0.00 200.00 0.00 6906.00 259.30 9493.00 9805.20 TOTAL AF 0.00 0.00 39.67 0.00 396.69 0.00 13697.84 514.31 18829.08 19448.32 ADJUSTMENT AF 305.80 TOTAL FLOW OR DELIVERY AF 19142.52 METERED DELIVERY AF 813.00 NOTE: AVERAGE DAILY CFS UNLESS NOTED OTHERWISE * TOTAL FLOW INCLUDES NON-CHARGE WATER 1 PICK SLOAN MISSOURI BASIN PROGRAM UNITED STATES BUREAU OF RECLAMATION WESTERN DIVISION WATER AND POWER SYSTEM AS OF 06/11/96 WATER AND POWER CONTROL DIVISION TIME: 08:24:59 LOVELAND, COLORADO MAY 1996 EASTERN COLORADO PROJECTS WATER ORDERS - NORTHERN COLORADO WATER CONSERVANCY DISTRICT & MUNICIPAL SUBDISTRICT ST. HANSEN CUMULATIVE VRAIN BIG FEEDER HANSEN DIXON DAILY SEASON ABOVE SUPPLY THOMPSON CANAL SUPPLY FEEDER TOTAL TOTAL DAY FLATIRON CANAL RIVER TURNOUTS CANAL CANAL ORDERS (AF) 21333.70 1 0.00 14.00 120.80 13.00 1046.00 0.00 1193.80 23721.30 2 0.00 14.00 203.10 13.00 1129.30 1.30 1360.70 26442.70 3 0.00 19.20 278.10 13.00 1187.90 2.00 1500.20 29443.10 4 0.00 23.00 406.20 17.70 1200.00 0.70 1647.60 32738.30 5 0.00 23.00 450.00 20.00 1200.00 0.00 1693.00 36124.30 6 0.00 26.30 450.00 15.00 1200.00 0.00 1691.30 39506.90 7 0.00 94.00 450.00 20.00 1200.00 0.00 1764.00 43034.90 8 0.00 93.70 513.80 21.70 1121.50 0.00 1750.70 46536.30 9 0.00 77.00 302.40 22.50 842.30 0.00 1244.20 49024.70 10 0.00 77.00 207.30 22.50 491.10 0.00 797.90 50620.50 11 0.00 77.00 205.00 14.70 148.50 0.00 445.20 51510.90 12 0.00 77.00 204.60 10.00 238.50 0.00 530.10 52571.10 13 0.00 77.00 204.30 10.00 251.00 0.00 542.30 53655.70 14 0.00 119.20 205.40 3.30 194.80 0.00 522.70 54701.10 15 0.00 159.00 209.50 0.00 176.00 0.00 544.50 55790.10 16 0.00 185.70 225.20 0.00 119.10 0.00 530.00 56850.10 17 0.00 159.00 224.60 0.00 49.30 0.00 432.90 57715.90 18 0.00 139.00 214.20 0.00 28.50 0.00 381.70 58479.30 19 0.00 139.00 194.70 0.00 28.50 0.00 362.20 59203.70 20 0.00 139.00 188.00 0.00 28.50 0.00 355.50 59914.70 21 0.00 191.70 252.10 0.00 229.90 1.20 674.90 61264.50 22 0.00 205.30 146.40 0.00 315.20 2.00 668.90 62602.30 23 0.00 210.70 79.90 0.00 187.10 2.00 479.70 63561.70 24 0.00 175.00 65.10 1.60 70.10 0.80 312.60 64186.90 25 0.00 153.50 78.00 2.50 30.50 0.00 264.50 64715.90 26 0.00 117.10 74.40 2.50 29.20 0.00 223.20 65162.30 27 0.00 72.30 41.70 2.50 28.50 0.00 145.00 65452.30 28 0.00 30.00 30.00 2.50 28.50 0.00 91.00 65634.30 29 0.00 15.50 30.00 0.80 28.50 0.00 74.80 65783.90 30 0.00 15.50 30.00 0.00 28.50 0.00 74.00 65931.90 31 0.00 15.50 30.00 0.00 28.50 0.00 74.00 66079.90 TOTAL CFS 0.00 2934.20 6314.80 228.80 12885.30 10.00 22373.10 TOTAL AF 0.00 5868.40 12629.60 457.60 25770.60 20.00 44746.20 66079.90 METERED DELIVERY AF 141.90 1009.60 305.80 57.00 2170.10 3684.40 69764.30 TOTAL FLOW OR DELIVERY AF * 141.90 6878.00 12629.60 763.40 25827.60 2190.10 48430.60 69764.30 NON-CHARGE DELIVERY AF 61.80 0.00 0.00 82.60 0.00 810.80 955.20 2495.20 METERED DELIVERY AF 1 CBT PROJECT MAY 1996 PREC. AND EVAP. SUMMARY SHADOW MTN. ESTES POLE CARTER DILLON GREEN MOUNTAIN WILLOW CR. GL6SSW GL1NW GRANBY GRAND LAKE PARK HILL FLATIRON LAKE HORSETOOTH PREC. PREC. EVAP. EVAP. PREC. PREC. EVAP. EVAP. PREC. PREC. PREC. EVAP. PREC. EVAP. (IN) (IN) (AF) (AF) (IN) (IN) (AF) (AF) (IN) (IN) (IN) (AF) (IN) (AF) 1 0.03 0.00 11. 2. 0.00 0.02 77. 21. 0.13 0.07 0.00 9. 0.00 18. 2 0.00 0.00 11. 2. 0.05 0.03 77. 21. 0.00 0.00 0.00 15. 0.00 28. 3 0.00 0.00 11. 2. 0.00 0.00 77. 21. 0.00 0.00 0.00 0. 0.00 0. 4 0.00 0.00 11. 2. 0.00 0.00 77. 21. 0.00 0.00 0.00 0. 0.00 0. 5 0.00 0.00 11. 2. 0.00 0.00 77. 21. 0.00 0.00 0.00 0. 0.00 0. 6 0.00 0.00 11. 2. 0.00 0.00 77. 21. 0.00 0.00 0.00 12. 0.00 21. 7 0.00 0.00 11. 2. 0.00 0.00 77. 21. 0.00 0.00 0.00 4. 0.00 8. 8 0.00 0.00 11. 2. 0.00 0.00 77. 21. 0.00 0.00 0.00 14. 0.00 24. 9 0.00 0.00 9. 2. 0.00 0.00 64. 18. 0.12 0.00 0.05 15. 0.22 1. 10 0.00 0.00 10. 2. 0.00 0.00 72. 20. 0.04 0.17 0.02 3. 0.00 9. 11 0.00 0.00 18. 4. 0.00 0.00 125. 35. 0.00 0.00 0.00 14. 0.00 25. 12 0.00 0.00 19. 4. 0.00 0.00 125. 35. 0.00 0.00 0.00 14. 0.00 24. 13 0.00 0.00 19. 4. 0.00 0.00 125. 35. 0.00 0.00 0.00 13. 0.00 23. 14 0.00 0.00 17. 4. 0.00 0.00 113. 31. 0.00 0.00 0.00 16. 0.00 29. 15 0.00 0.00 18. 4. 0.00 0.00 118. 33. 0.00 0.00 0.00 17. 0.00 30. 16 0.00 0.00 20. 4. 0.00 0.00 126. 35. 0.00 0.00 0.00 15. 0.00 26. 17 0.00 0.00 23. 4. 0.01 0.00 134. 37. 0.00 0.00 0.00 16. 0.00 29. 18 0.00 0.00 21. 4. 0.00 0.00 128. 35. 0.63 0.00 0.00 21. 0.00 37. 19 0.00 0.00 24. 4. 0.01 0.00 139. 38. 0.08 0.00 0.05 15. 0.10 19. 20 0.00 0.00 14. 2. 0.01 0.02 77. 21. 0.07 0.03 0.00 12. 0.00 22. 21 0.00 0.00 9. 2. 0.00 0.00 50. 13. 0.00 0.00 0.00 11. 0.00 20. 22 0.00 0.00 10. 2. 0.00 0.00 54. 15. 0.87 0.00 0.00 4. 0.00 7. 23 0.00 0.00 26. 5. 0.02 0.01 131. 35. 2.00 0.02 1.06 8. 1.35 -29. 24 0.56 0.00 11. 2. 0.01 0.00 53. 14. 0.68 0.00 0.50 0. 0.56 0. 25 0.51 0.00 15. 3. 0.01 0.04 81. 21. 0.54 1.85 0.79 -17. 0.79 -31. 26 0.26 0.00 15. 3. 0.63 0.65 81. 21. 0.80 0.00 1.21 -30. 1.12 -42. 27 0.00 0.55 16. 3. 0.09 0.37 82. 21. 0.00 0.00 0.00 5. 0.00 9. 28 0.16 0.37 0. 0. 0.12 0.14 0. 0. 0.20 2.20 0.08 0. 0.06 3. 29 0.00 0.00 16. 3. 0.11 0.14 82. 21. 0.00 0.00 0.14 2. 0.06 16. 30 0.00 0.00 21. 4. 0.01 0.00 100. 26. 0.00 0.10 0.00 13. 0.00 24. 31 0.03 0.00 21. 4. 0.00 0.00 106. 28. 0.00 0.00 0.00 10. 0.00 18. TOTALS 1.55 0.92 459. 92. 1.08 1.42 2785. 756. 6.16 4.44 3.90 229. 4.26 368. 1 UPPER COLORADO RIVER DAILY DATA COLLECTION FOR MAY 1996 NATIONAL WEATHER SERVICE - SALT LAKE CITY U.S. BUREAU OF RECLAMATION LOVELAND, COLORADO DAY L A K E G R A N B Y WILLOW CREEK RES. G R E E N M O U N T A I N R E S. INFLOW OUTFLOW GL6SSW GL6SSW GL6SSW INFLOW OUTFLOW INFLOW OUTFLOW MAX MIN MAX MIN PREC TEMP TEMP PREC (CFS) (CFS) TEMP TEMP (CFS) (CFS) 1 282 437 46 29 0.00 116 109 996 1300 58 32 0.00 2 226 235 52 33 0.05 120 115 1009 1254 60 34 0.00 3 274 77 54 29 0.00 135 129 1039 1200 63 34 0.00 4 326 74 59 28 0.00 189 179 1135 1200 67 28 0.00 5 579 74 62 26 0.00 277 282 1167 754 71 31 0.00 6 610 69 60 26 0.00 360 351 1246 1125 70 29 0.00 7 743 66 62 26 0.00 418 407 1153 1129 72 29 0.00 8 962 66 65 26 0.00 467 415 1290 1013 73 25 0.00 9 1055 68 65 31 0.00 486 521 1352 917 66 29 0.00 10 1066 70 56 28 0.00 579 560 1374 948 64 32 0.00 11 1091 70 63 27 0.00 598 610 1379 949 71 35 0.00 12 1362 70 66 29 0.00 695 659 1476 957 74 34 0.00 13 1619 70 72 29 0.00 863 854 1547 900 80 37 0.00 14 1693 72 67 29 0.00 941 943 1643 928 78 55 0.00 15 1953 75 70 29 0.00 1021 914 1823 900 80 36 0.00 16 2284 74 71 33 0.00 1206 1232 1928 905 78 41 0.00 17 2786 77 71 42 0.01 1342 1310 2177 1131 68 38 0.00 18 2440 78 66 33 0.00 1064 1055 1999 1457 73 38 0.00 19 2798 78 67 38 0.01 815 785 2055 1464 72 37 0.00 20 2651 76 64 33 0.01 761 689 2019 1152 60 30 0.00 21 1876 75 62 27 0.00 584 294 1607 676 69 36 0.00 22 1752 72 65 31 0.00 490 6 1535 510 73 39 0.00 23 1951 78 66 44 0.02 521 10 1439 508 62 34 0.00 24 1805 81 62 38 0.01 512 138 1366 500 67 37 0.00 25 1977 81 57 34 0.01 450 379 1430 503 57 35 0.00 26 2318 81 52 32 0.63 489 394 1707 506 42 36 0.00 27 1649 81 51 36 0.09 422 416 1700 508 53 32 0.55 28 1424 72 50 32 0.12 397 377 1666 785 54 32 0.37 29 1204 69 63 32 0.11 364 347 1531 1003 70 34 0.00 30 1205 69 64 31 0.01 354 338 1572 1009 67 34 0.00 31 1256 71 59 28 0.00 354 293 1586 1010 63 35 0.00