1 PICK SLOAN MISSOURI BASIN PROGRAM UNITED STATES BUREAU OF RECLAMATION WESTERN DIVISION WATER AND POWER SYSTEM AS OF 02/22/01 WATER AND POWER CONTROL DIVISION TIME: 11:24:35 LOVELAND, COLORADO JUNE 1997 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) 217782 1 9005.93 220418 100 705 805 0 1610 2636 4275 2138 109 2247 0.00 72 32 29 1220 2 9006.75 222765 100 1007 1107 0 2214 2347 4581 2291 126 2417 0.05 68 32 20 1280 3 9007.57 225133 100 1198 1298 0 2596 2368 4994 2497 130 2627 0.00 70 35 30 1428 4 9008.34 227376 100 1432 1532 0 3064 2243 5337 2669 157 2826 0.00 74 35 30 1434 5 9008.92 229078 100 1591 1691 0 3382 1702 5114 2557 193 2750 0.00 72 34 30 1414 6 9009.46 230673 100 1613 1713 0 3426 1595 5021 2511 155 2666 0.23 63 38 0 1454 7 9009.97 232188 100 1603 1703 0 3406 1515 4946 2473 155 2628 0.03 62 37 25 1264 8 9010.50 233772 100 1603 1703 0 3406 1584 4990 2495 120 2615 0.31 53 31 0 1453 9 9010.83 234762 100 1603 1703 0 3406 990 4427 2214 125 2339 0.00 58 33 31 1398 10 9011.10 235576 100 1603 1703 0 3406 814 4220 2110 100 2210 0.36 60 34 0 1104 11 9011.39 236453 100 1603 1703 0 3406 877 4314 2157 156 2313 0.00 62 32 31 1294 12 9011.70 237393 100 1603 1703 0 3406 940 4371 2186 99 2285 0.03 64 36 25 1229 13 9011.82 237758 100 1680 1780 0 3560 365 3956 1978 66 2044 0.00 62 36 31 1133 14 9011.97 238215 100 1692 1792 0 3584 457 4072 2036 78 2114 0.00 63 29 31 1017 15 9012.15 238764 100 1692 1792 0 3584 549 4164 2082 70 2152 0.00 64 31 31 1064 16 9012.29 239192 100 1692 1792 0 3584 428 4012 2006 81 2087 0.22 64 34 0 1086 17 9012.44 239651 100 1692 1792 0 3584 459 4074 2037 92 2129 0.00 61 34 31 1012 18 9012.74 240572 100 1605 1705 0 3410 921 4338 2169 111 2280 0.13 70 40 7 1283 19 9013.23 242084 100 1506 1606 0 3212 1512 4756 2378 107 2485 0.00 71 38 32 1434 20 9013.77 243760 100 1497 1597 0 3194 1676 4902 2451 136 2587 0.00 74 37 32 1793 21 9014.10 244789 100 1613 1713 0 3426 1029 4487 2244 89 2333 0.00 75 39 32 1414 22 9014.52 246106 100 1623 1723 0 3446 1317 4795 2398 176 2574 0.00 75 35 32 1456 23 9014.71 246704 100 1623 1723 0 3446 598 4076 2038 33 2071 0.00 75 33 32 1494 24 9014.96 247493 100 1537 1637 0 3274 789 4095 2048 53 2101 0.00 70 32 32 1387 25 9015.09 247904 100 1525 1625 0 3250 411 3693 1847 42 1889 0.00 70 35 32 1177 26 9015.24 248380 100 1394 1494 0 2988 476 3496 1748 52 1800 0.00 74 38 32 1267 27 9015.48 249143 100 1198 1298 0 2596 763 3392 1696 48 1744 0.00 72 35 33 1100 28 9015.67 249749 100 1180 1280 0 2560 606 3199 1600 28 1628 0.00 72 34 33 998 29 9015.84 250292 100 1133 1233 0 2466 543 3042 1521 32 1553 0.00 75 32 33 922 30 9016.03 250901 100 1055 1155 0 2310 609 2952 1476 22 1498 0.00 75 35 33 1010 TOTAL CFS 3000 44101 47101 0 64051 2941 66992 38019 TOTAL AF 33119 6000 88202 94202 0 94202 33119 128091 128091 5882 133984 1.36 68 35 770 76038 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 02/22/01 WATER AND POWER CONTROL DIVISION TIME: 11:24:35 LOVELAND, COLORADO JUNE 1997 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) 100084 1 7922.03 101536 1282 0 1282 2543 1452 4017 2025 1333 109 3467 0.00 79 41 12779 2 7923.16 103344 1461 0 1461 2898 1808 4734 2387 1184 126 3697 0.01 72 39 14719 3 7924.67 105803 1478 0 1478 2932 2459 5407 2726 1199 130 4055 0.00 75 39 15152 4 7926.94 109587 1041 0 1041 2065 3784 5883 2966 1137 157 4260 0.00 79 42 15412 5 7929.34 113710 1015 0 1015 2013 4123 6158 3105 866 193 4164 0.00 78 42 15559 6 7931.76 117983 1001 0 1001 1985 4273 6281 3167 798 155 4120 0.00 68 41 15377 7 7933.91 121872 1000 0 1000 1983 3889 5885 2967 770 155 3892 0.00 66 41 15513 8 7936.20 126108 1007 0 1007 1997 4236 6260 3156 792 120 4068 0.30 54 34 15380 9 7938.35 130170 1039 0 1039 2061 4062 6151 3101 511 125 3737 0.00 63 40 15019 10 7939.94 133224 1253 0 1253 2485 3054 5567 2807 407 100 3314 0.23 66 37 14050 11 7941.48 136229 1469 0 1469 2914 3005 5945 2997 454 156 3607 0.00 68 40 14528 12 7942.89 139015 1517 0 1517 3009 2786 5816 2932 483 99 3514 0.00 65 42 14528 13 7944.19 141619 1498 92 1590 3154 2604 5777 2913 198 66 3177 0.00 64 38 13955 14 7945.09 143439 1521 359 1880 3729 1820 5572 2809 244 78 3131 0.00 0 0 13378 15 7945.90 145090 1525 495 2020 4007 1651 5664 2856 290 70 3216 0.12 67 34 12710 16 7946.68 146693 1525 530 2055 4076 1603 5709 2878 214 81 3173 0.04 66 43 11640 17 7947.07 147496 1524 860 2384 4729 803 5562 2804 245 92 3141 0.00 68 42 11259 18 7947.51 148410 1524 988 2512 4982 914 5927 2988 464 111 3563 0.09 75 42 11572 19 7948.00 149428 1527 991 2518 4994 1018 6029 3040 772 107 3919 0.00 77 45 12134 20 7948.73 150958 1527 1076 2603 5163 1530 6724 3390 854 136 4380 0.00 77 47 13068 21 7949.02 151566 1523 1285 2808 5570 608 6203 3127 531 89 3747 0.00 78 44 12924 22 7949.34 152243 1524 1292 2816 5585 677 6305 3179 675 176 4030 0.00 79 42 12692 23 7949.64 152878 1524 1353 2877 5706 635 6380 3217 315 33 3565 0.00 80 43 12602 24 7949.49 152560 1490 1659 3149 6246 -318 5998 3024 411 53 3488 0.00 76 38 12226 25 7949.12 151778 1463 1724 3187 6321 -782 5558 2802 222 42 3066 0.00 75 38 11984 26 7948.80 151105 1458 1626 3084 6117 -673 5477 2761 254 52 3067 0.00 74 44 11189 27 7948.22 149889 1454 1540 2994 5939 -1216 4756 2398 398 48 2844 0.00 78 43 10044 28 7947.61 148618 1454 1448 2902 5756 -1271 4519 2278 320 28 2626 0.00 78 43 9384 29 7946.88 147104 1456 1450 2906 5764 -1514 4275 2155 288 32 2475 0.00 70 40 9036 30 7946.31 145932 1466 1271 2737 5429 -1172 4294 2165 321 22 2508 0.00 79 46 8842 TOTAL CFS 41546 20039 61585 85120 16950 2941 105011 388655 TOTAL AF 45848 82407 39749 122152 122152 45848 168833 168835 33618 5831 208286 0.79 70 40 770889 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 02/22/01 WATER AND POWER CONTROL DIVISION TIME: 11:24:35 LOVELAND, COLORADO JUNE 1997 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) 8472 1 8122.28 8443 980 0 35 0 0 0 980 1944 -29 1918 967 2 8122.37 8465 1044 0 41 0 0 0 1044 2071 22 2097 1057 3 8122.36 8462 1078 0 45 1 0 0 1079 2140 -3 2138 1078 4 8122.35 8460 1002 0 45 0 0 0 1002 1987 -2 1990 1003 5 8122.81 8574 893 0 45 0 0 0 893 1771 114 1888 952 6 8123.27 8690 856 0 45 0 0 0 856 1698 116 1816 916 7 8123.86 8841 749 0 45 0 0 0 749 1486 151 1637 825 8 8124.55 9020 648 0 45 1 0 0 649 1287 179 1469 741 9 8125.13 9174 606 0 45 0 13 0 619 1228 154 1385 698 10 8125.50 9273 558 0 45 5 14 0 577 1144 99 1247 629 11 8125.94 9391 541 0 45 2 0 0 543 1077 118 1196 603 12 8126.64 9584 439 0 45 2 0 0 441 875 193 1070 539 13 8126.91 9659 476 0 45 2 0 0 478 948 75 1025 517 14 8127.05 9698 436 0 45 1 0 0 437 867 39 909 458 15 8126.97 9676 474 0 45 1 0 0 475 942 -22 923 465 16 8126.91 9659 424 0 45 1 0 0 425 843 -17 830 418 17 8126.93 9664 384 0 45 1 0 0 385 764 5 773 390 18 8127.09 9709 354 0 45 1 0 0 355 704 45 753 380 19 8126.97 9676 383 0 45 1 0 0 384 762 -33 730 368 20 8127.32 9774 309 0 45 1 0 0 310 615 98 717 361 21 8127.75 9896 293 0 45 1 0 0 294 583 122 708 357 22 8127.98 9962 311 0 45 1 0 0 312 619 66 690 348 23 8127.85 9925 339 0 45 1 0 0 340 674 -37 642 324 24 8127.94 9951 289 0 45 0 0 0 289 573 26 608 307 25 8127.88 9933 275 0 45 1 0 0 276 547 -18 531 268 26 8127.91 9942 236 0 45 1 0 0 237 470 9 483 244 27 8128.05 9982 213 0 45 0 0 0 213 422 40 466 235 28 8127.91 9942 240 0 45 0 0 0 240 476 -40 440 222 29 8127.92 9945 208 0 45 0 0 0 208 413 3 419 211 30 8127.98 9962 174 0 45 0 0 0 174 345 17 367 185 TOTAL CFS 15212 0 1336 25 27 0 15264 16066 TOTAL AF 1490 30172 0 2642 50 54 0 30275 30275 1490 31865 31865 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 02/22/01 WATER AND POWER CONTROL DIVISION TIME: 11:24:35 LOVELAND, COLORADO JUNE 1997 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 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 02/22/01 WATER AND POWER CONTROL DIVISION TIME: 11:24:35 LOVELAND, COLORADO JUNE 1997 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 17317 1 8366.52 8366.51 17473 543 1112 1655 3283 156 3464 0 3464 1746 0.00 0.00 75 40 2 8366.48 8366.36 17253 541 1835 2376 4713 -220 4526 0 4526 2282 0.00 0.00 72 37 3 8366.45 8366.44 17344 538 1851 2389 4739 91 4843 0 4843 2442 0.03 0.15 69 35 4 8366.47 8366.38 17275 540 1895 2435 4830 -69 4799 0 4799 2419 0.00 0.00 74 36 5 8366.44 8366.31 17167 536 2084 2620 5197 -108 5112 0 5112 2577 0.00 0.00 74 39 6 8366.29 8366.16 16890 469 2244 2713 5381 -277 5125 0 5125 2584 0.02 0.35 61 44 7 8366.45 8366.39 17278 509 1606 2115 4195 388 4588 0 4588 2313 0.05 0.15 64 40 8 8366.39 8366.38 17234 536 1710 2246 4455 -44 4438 0 4438 2237 0.03 0.02 62 37 9 8366.36 8366.35 17179 523 1704 2227 4417 -55 4389 0 4389 2213 0.02 0.15 57 36 10 8366.40 8366.41 17278 512 1363 1875 3719 99 3845 0 3845 1939 0.08 0.05 59 40 11 8366.31 8366.33 17126 494 1590 2084 4134 -152 3992 0 3992 2013 0.09 0.07 63 36 12 8366.31 8366.37 17179 481 1318 1799 3568 53 3638 0 3638 1834 0.02 0.01 67 36 13 8366.35 8366.40 17240 485 1290 1775 3521 61 3598 0 3598 1814 0.01 0.05 63 35 14 8366.35 8366.36 17187 484 1406 1890 3749 -53 3717 0 3717 1874 0.00 0.03 67 43 15 8366.31 8366.35 17153 483 1406 1889 3747 -34 3737 0 3737 1884 0.00 0.01 67 32 16 8366.36 8366.40 17245 483 1110 1593 3160 92 3279 0 3279 1653 0.15 0.01 65 33 17 8366.35 8366.40 17240 484 1103 1587 3148 -5 3170 0 3170 1598 0.12 0.07 60 43 18 8366.46 8366.49 17416 419 1103 1522 3019 176 3222 0 3222 1624 0.21 0.25 69 37 19 8366.49 8366.32 17205 354 1710 2064 4094 -211 3894 0 3894 1963 0.03 0.02 73 44 20 8366.32 8366.20 16960 258 2197 2455 4869 -245 4651 0 4651 2345 0.00 0.00 73 39 21 8366.41 8366.36 17218 489 1627 2116 4197 258 4475 0 4475 2256 0.01 0.03 76 44 22 8366.39 8366.36 17207 538 1638 2176 4316 -11 4343 0 4343 2190 0.00 0.00 76 40 23 8366.36 8366.39 17232 540 1548 2088 4141 25 4200 0 4200 2118 0.00 0.00 76 38 24 8366.35 8366.40 17240 539 1279 1818 3606 8 3673 0 3673 1852 0.01 0.03 74 40 25 8366.30 8366.36 17161 539 1102 1641 3255 -79 3191 0 3191 1609 0.01 0.00 73 34 26 8366.35 8366.44 17293 540 757 1297 2573 132 2734 0 2734 1378 0.00 0.05 75 35 27 8366.37 8366.40 17250 491 1062 1553 3080 -43 3066 0 3066 1546 0.00 0.00 73 40 28 8366.38 8366.45 17322 447 607 1054 2091 72 2193 0 2193 1106 0.00 0.00 73 43 29 8366.49 8366.55 17510 499 484 983 1950 188 2160 0 2160 1089 0.00 0.00 75 35 30 8366.50 8366.59 17570 491 462 953 1890 60 1983 0 1983 1000 0.00 0.00 77 34 TOTAL CFS 14785 42203 56988 57498 69 38 TOTAL AF 253 29325.6 83710 113037 113037 253 114045 0 114045 114045 0.89 1.50 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 02/22/01 WATER AND POWER CONTROL DIVISION TIME: 11:24:35 LOVELAND, COLORADO JUNE 1997 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) 458361 1 8268.77 460931 0 86 294 5.0 385 764 2570 3428 1728 1112 0 0 616 2362 420 2 8269.43 465411 0 86 344 5.0 435 863 4480 5467 2756 1835 0 0 921 3203 460 3 8270.07 469775 0 88 342 5.0 435 863 4364 5276 2660 1851 0 0 809 3251 484 4 8270.68 473952 0 96 654 7.3 757 1501 4177 5820 2934 1895 0 0 1039 3458 796 5 8271.18 477390 0 96 1334 7.3 1437 2850 3438 6376 3215 2084 0 0 1131 3708 1479 6 8271.62 480426 0 96 1534 7.3 1637 3247 3036 6364 3209 2244 0 0 965 3549 1672 7 8271.93 482570 0 96 1534 7.3 1637 3247 2144 5412 2729 1606 0 0 1123 3436 1676 8 8272.22 484580 0 96 1534 7.3 1637 3247 2010 5360 2702 1710 0 0 992 3229 1690 9 8272.46 486247 0 96 1698 7.3 1801 3572 1667 5342 2693 1704 0 0 989 3202 2033 10 8272.55 486873 0 96 1994 7.3 2097 4159 626 4888 2464 1363 0 0 1101 3040 1818 11 8272.68 487777 0 96 1994 7.3 2097 4159 904 5103 2573 1590 0 0 983 2996 1818 12 8272.71 487986 0 96 2069 7.3 2172 4308 209 4581 2310 1318 0 0 992 2826 2100 13 8272.75 488264 0 96 1780 7.3 1883 3735 278 4074 2054 1290 0 0 764 2578 1812 14 8273.11 490775 0 96 713 7.3 816 1619 2511 4210 2123 1406 0 0 717 2591 741 15 8273.61 494271 0 96 104 7.3 207 411 3496 4000 2017 1406 0 0 611 2495 181 16 8274.01 497078 0 98 102 7.3 207 411 2807 3322 1675 1110 0 0 565 2218 186 17 8274.39 499751 0 98 236 7.3 341 676 2673 3453 1741 1103 0 0 638 2236 295 18 8274.73 502148 0 98 332 7.3 437 867 2397 3368 1698 1103 0 0 595 2219 377 19 8275.26 505862 0 98 332 7.3 437 867 3714 4623 2331 1710 0 0 621 2584 377 20 8275.97 510877 0 98 332 7.3 437 867 5015 5989 3019 2197 0 0 822 3167 377 21 8276.50 514634 0 98 332 7.3 437 867 3757 4704 2372 1627 0 0 745 3001 377 22 8277.02 518333 0 98 332 7.3 437 867 3699 4713 2376 1638 0 0 738 2928 377 23 8277.43 521258 0 98 695 7.3 800 1587 2925 4646 2342 1548 0 0 794 2912 555 24 8277.67 522974 0 98 932 7.3 1037 2057 1716 4006 2020 1279 0 0 741 2593 852 25 8277.95 524979 0 98 490 7.3 595 1180 2005 3244 1636 1102 0 0 534 2143 618 26 8278.25 527130 0 108 0 7.3 115 228 2151 2492 1256 757 0 0 499 1877 160 27 8278.59 529574 0 102 0 7.3 109 216 2444 2773 1398 1062 0 0 336 1882 78 28 8278.88 531662 0 98 0 7.3 105 208 2088 2414 1217 607 0 0 610 1716 75 29 8279.12 533393 0 75 0 7.3 82 163 1731 1981 999 484 0 0 515 1604 75 30 8279.35 535054 0 75 28 7.4 110 218 1661 2010 1013 462 0 0 551 1551 106 TOTAL CFS 0 2850 22065 212.2 25119 65260 42203 0 0 23057 80555 24065 TOTAL AF 76693 0 5645 43769 420.9 49824 49824 76693 129439 129439 83710 0 0 45734 159777 47733 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 02/22/01 WATER AND POWER CONTROL DIVISION TIME: 11:24:35 LOVELAND, COLORADO JUNE 1997 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. 846 2475 1 39.65 72.53 916 2633 228 1077.0 543.0 12.00 1096.9 553.0 862.0 750.0 0 0 0 0.00 79 46 2 39.76 71.63 921 2483 -145 1073.1 541.0 12.00 1088.9 549.0 989.0 1066.0 0 0 0 0.20 71 46 3 32.81 71.85 645 2519 -240 1067.1 538.0 13.00 1090.9 550.0 1004.0 1125.0 0 0 0 0.00 62 40 4 35.79 70.82 759 2352 -53 1071.1 540.0 14.00 1085.0 547.0 1010.0 1044.0 0 0 0 0.00 69 45 5 32.31 72.61 626 2646 161 1063.1 536.0 15.00 1098.8 554.0 1110.0 1027.0 0 0 0 0.00 74 44 6 33.59 71.84 674 2518 -80 930.2 469.0 15.00 1088.9 549.0 1072.0 1047.0 0 0 0 0.63 68 47 7 35.92 70.39 765 2284 -143 1009.6 509.0 16.00 1077.0 543.0 997.0 1051.0 0 0 0 0.28 65 45 8 33.75 70.96 680 2374 5 1063.1 536.0 17.00 1019.5 514.0 976.0 1013.0 0 0 0 0.83 60 41 9 35.55 71.61 750 2480 176 1037.4 523.0 17.00 1011.6 510.0 1050.0 992.0 0 0 0 0.16 50 42 10 34.17 71.06 696 2390 -144 1015.5 512.0 17.00 920.3 464.0 906.0 1043.0 0 0 0 0.08 65 44 11 33.89 72.28 686 2591 191 979.8 494.0 17.00 1086.9 548.0 1005.0 873.0 33 0 0 0.00 69 42 12 36.30 71.07 780 2392 -105 954.0 481.0 17.00 964.0 486.0 907.0 972.0 34 0 0 0.12 66 40 13 35.95 71.39 766 2444 38 962.0 485.0 17.00 880.7 444.0 834.0 873.0 33 0 0 0.04 59 39 14 36.53 71.68 789 2491 70 960.0 484.0 17.00 962.0 485.0 820.0 801.0 26 0 0 0.04 66 49 15 36.65 72.40 794 2611 125 958.0 483.0 16.00 973.9 491.0 848.0 794.0 41 0 0 0.00 67 37 16 37.31 71.60 820 2478 -107 958.0 483.0 15.00 918.3 463.0 718.0 807.0 46 0 0 0.08 61 41 17 36.56 72.31 790 2596 88 960.0 484.0 15.00 1001.7 505.0 722.0 672.0 30 0 0 0.00 69 46 18 38.86 72.16 884 2571 69 831.1 419.0 14.00 993.7 501.0 794.0 692.0 -64 0 0 0.04 71 42 19 37.15 72.08 814 2557 -84 702.1 354.0 13.00 1007.6 508.0 957.0 858.0 37 0 0 0.00 77 51 20 33.50 71.86 671 2521 -179 511.7 258.0 13.00 954.0 481.0 1040.0 920.0 39 0 0 0.00 76 42 21 31.59 72.23 600 2582 -10 969.9 489.0 12.00 938.2 473.0 968.0 1001.0 40 0 0 0.00 75 49 22 34.63 71.48 714 2458 -10 1067.1 538.0 11.00 1039.3 524.0 898.0 928.0 43 0 0 0.00 82 44 23 37.38 71.26 823 2423 74 1071.1 540.0 11.00 969.9 489.0 830.0 855.0 40 0 0 0.12 77 44 24 36.83 71.44 801 2452 7 1069.1 539.0 10.00 938.2 473.0 717.0 790.0 42 0 0 0.12 70 44 25 40.04 71.09 933 2395 75 1069.1 539.0 9.00 954.0 481.0 645.0 675.0 37 0 0 0.00 71 43 26 37.87 71.89 843 2526 41 1071.1 540.0 9.00 1021.5 515.0 594.0 608.0 41 0 0 0.00 78 41 27 36.97 72.17 806 2572 9 973.9 491.0 8.00 1047.3 528.0 586.0 553.0 41 0 0 0.87 77 44 28 33.88 72.33 685 2599 -94 886.6 447.0 7.00 997.7 503.0 547.0 545.0 44 0 0 0.00 78 41 29 32.19 73.09 622 2728 66 989.8 499.0 7.00 989.8 499.0 529.0 503.0 43 0 0 0.00 75 39 30 33.60 72.64 675 2651 -24 973.9 491.0 6.00 1029.4 519.0 496.0 486.0 -5 0 0 0.00 81 41 TOTAL CFS 14785.0 15249.025431.025364.0 621 TOTAL AF -171 176 5 777.52 50442. 50309. 1232 0 0 3.61 70 43 29325.6 30245.9 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 02/22/01 WATER AND POWER CONTROL DIVISION TIME: 11:24:35 LOVELAND, COLORADO JUNE 1997 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) 1 543.0 12.0 0.0 871.0 1405.0 2787 553.0 750.0 1303.0 2584 228 862.0 2 541.0 12.0 0.0 1018.0 1530.0 3035 549.0 1066.0 1615.0 3203 -145 989.0 3 538.0 13.0 0.0 1079.0 1542.0 3059 550.0 1125.0 1675.0 3322 -240 1004.0 4 540.0 14.0 0.0 1068.0 1550.0 3074 547.0 1044.0 1591.0 3156 -53 1010.0 5 536.0 15.0 0.0 1176.0 1646.0 3265 554.0 1027.0 1581.0 3136 161 1110.0 6 469.0 15.0 0.0 1093.0 1541.0 3057 549.0 1047.0 1596.0 3166 -80 1072.0 7 509.0 16.0 0.0 1009.0 1506.0 2987 543.0 1051.0 1594.0 3162 -143 997.0 8 536.0 17.0 0.0 964.0 1512.0 2999 514.0 1013.0 1527.0 3029 5 976.0 9 523.0 17.0 0.0 1059.0 1573.0 3120 510.0 992.0 1502.0 2979 176 1050.0 10 512.0 17.0 0.0 895.0 1418.0 2813 464.0 1043.0 1507.0 2989 -144 906.0 11 494.0 17.0 0.0 999.0 1499.0 2973 548.0 873.0 1421.0 2819 191 1005.0 12 481.0 17.0 0.0 874.0 1388.0 2753 486.0 972.0 1458.0 2892 -105 907.0 13 485.0 17.0 0.0 780.0 1319.0 2616 444.0 873.0 1317.0 2612 38 834.0 14 484.0 17.0 0.0 811.0 1304.0 2586 485.0 801.0 1286.0 2551 70 820.0 15 483.0 16.0 0.0 841.0 1331.0 2640 491.0 794.0 1285.0 2549 125 848.0 16 483.0 15.0 0.0 689.0 1201.0 2382 463.0 807.0 1270.0 2519 -107 718.0 17 484.0 15.0 0.0 694.0 1206.0 2392 505.0 672.0 1177.0 2335 88 722.0 18 419.0 14.0 0.0 774.0 1213.0 2406 501.0 692.0 1193.0 2366 69 794.0 19 354.0 13.0 0.0 952.0 1311.0 2600 508.0 858.0 1366.0 2709 -84 957.0 20 258.0 13.0 0.0 1054.0 1298.0 2575 481.0 920.0 1401.0 2779 -179 1040.0 21 489.0 12.0 0.0 953.0 1457.0 2890 473.0 1001.0 1474.0 2924 -10 968.0 22 538.0 11.0 0.0 878.0 1436.0 2848 524.0 928.0 1452.0 2880 -10 898.0 23 540.0 11.0 0.0 797.0 1370.0 2717 489.0 855.0 1344.0 2666 74 830.0 24 539.0 10.0 0.0 675.0 1256.0 2491 473.0 790.0 1263.0 2505 7 717.0 25 539.0 9.0 0.0 611.0 1184.0 2348 481.0 675.0 1156.0 2293 75 645.0 26 540.0 9.0 0.0 553.0 1134.0 2249 515.0 608.0 1123.0 2227 41 594.0 27 491.0 8.0 0.0 536.0 1077.0 2136 528.0 553.0 1081.0 2144 9 586.0 28 447.0 7.0 0.0 486.0 994.0 1972 503.0 545.0 1048.0 2079 -94 547.0 29 499.0 7.0 0.0 469.0 1028.0 2039 499.0 503.0 1002.0 1987 66 529.0 30 491.0 6.0 0.0 445.0 987.0 1958 519.0 486.0 1005.0 1993 -24 496.0 TOTAL CFS 14785.0 0.0 25103.0 40216.0 15249.0 25364.0 40613.0 25431.0 AF 29325.6 777.5 0.0 49791.0 79767.2 79767 30245.9 50308.7 80554.7 80555 5 50441.6 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 02/22/01 WATER AND POWER CONTROL DIVISION TIME: 11:24:35 LOVELAND, COLORADO JUNE 1997 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 1855 530 108262 131803 1 75.2 1742 70.8 667 208.0 361.8 574.9 289.9 0.0 221.7 0.0 0.0 68.4 5755.69 108466 5417.41 132211 0 2 76.6 1864 68.1 551 196.0 362.3 541.0 272.7 0.0 221.8 0.0 0.0 68.9 5756.03 108850 5417.75 132843 0 3 75.6 1776 69.2 597 192.0 362.8 529.1 266.8 0.0 221.9 0.0 0.0 68.0 5756.39 109258 5417.91 133141 0 4 75.5 1768 69.3 601 207.0 363.5 569.5 287.1 0.0 222.0 0.0 0.0 69.4 5756.79 109711 5418.06 133421 0 5 74.1 1650 71.1 681 204.0 364.0 560.4 282.5 0.0 222.0 0.0 0.0 68.7 5757.15 110120 5418.25 133775 0 6 74.8 1708 69.5 610 210.0 364.0 576.9 290.9 0.0 222.0 0.0 0.0 68.7 5757.15 0 5418.64 134505 0 7 74.5 1683 70.3 645 204.0 364.0 560.4 282.5 0.0 222.0 0.0 0.0 68.2 5757.15 0 5418.87 134937 0 8 73.4 1593 71.8 712 204.0 366.2 557.1 280.9 0.0 222.3 0.0 0.0 68.4 5758.56 111726 5419.15 135463 0 9 76.3 1838 68.2 555 90.0 366.3 245.7 123.9 0.0 222.3 0.0 0.0 70.0 5758.66 111840 5419.49 136104 0 10 76.8 1882 67.5 526 0.0 366.2 0.0 0.0 0.0 222.3 0.0 0.0 67.6 5758.60 111772 5420.02 137105 0 11 77.2 1918 68.7 576 0.0 366.2 0.0 0.0 0.0 222.3 0.0 0.0 67.6 5758.56 111726 5420.41 137845 0 12 76.4 1846 70.3 645 0.0 366.0 0.0 0.0 0.0 222.3 0.0 0.0 69.1 5758.46 111612 5420.97 138911 0 13 75.9 1802 69.0 588 0.0 366.0 0.0 0.0 0.0 222.3 0.0 0.0 69.5 5758.44 111589 5421.44 139809 0 14 76.3 1838 68.9 584 0.0 365.9 0.0 0.0 0.0 222.3 0.0 0.0 65.3 5758.38 111521 5421.92 140730 0 15 76.0 1811 70.0 632 0.0 365.9 0.0 0.0 0.0 222.3 0.0 0.0 68.0 5758.35 111487 5422.37 141596 0 16 76.4 1846 69.0 588 0.0 365.7 0.0 0.0 0.0 222.3 0.0 0.0 69.2 5758.23 111350 5422.81 142446 0 17 77.7 1963 66.4 482 0.0 365.6 0.0 0.0 0.0 222.2 0.0 0.0 66.0 5758.17 111281 5423.23 143259 0 18 76.4 1846 69.5 610 0.0 365.7 0.0 0.0 0.0 222.3 0.0 0.0 68.4 5758.24 111361 5423.68 144134 0 19 77.2 1918 67.9 542 0.0 365.6 0.0 0.0 0.0 222.2 0.0 0.0 70.0 5758.16 111270 5424.11 144972 0 20 77.4 1936 66.5 486 0.0 365.6 0.0 0.0 0.0 222.2 0.0 0.0 67.0 5758.16 0 5424.52 145774 0 21 76.0 1811 68.7 576 0.0 365.6 0.0 0.0 0.0 222.2 0.0 0.0 67.7 5758.16 0 5424.94 146598 0 22 76.2 1829 70.0 632 0.0 365.1 0.0 0.0 0.0 222.2 0.0 0.0 68.2 5757.88 110951 5425.28 147269 0 23 75.8 1794 70.5 654 0.0 365.0 0.0 0.0 0.0 222.2 0.0 0.0 69.0 5757.79 110848 5425.70 148098 0 24 75.2 1742 70.8 667 0.0 364.8 0.0 0.0 0.0 222.1 0.0 0.0 69.8 5757.66 110700 5426.06 148811 0 25 77.0 1900 66.0 467 0.0 364.6 0.0 0.0 0.0 222.1 0.0 0.0 66.3 5757.54 110564 5426.45 149585 0 26 76.8 1882 67.1 510 0.0 364.4 0.0 0.0 0.0 222.1 0.0 0.0 67.9 5757.40 110404 5426.82 150322 0 27 76.3 1838 69.3 601 0.0 364.4 0.0 0.0 0.0 222.1 0.0 0.0 67.9 5757.40 0 5427.21 151100 0 28 76.7 1873 68.3 559 0.0 364.4 0.0 0.0 0.0 222.1 0.0 0.0 67.9 5757.40 0 5427.52 151721 0 29 74.8 1708 71.8 712 0.0 363.7 0.0 0.0 0.0 222.0 0.0 0.0 68.1 5756.97 109916 5427.74 152162 0 30 75.7 1785 70.5 654 0.0 363.6 0.0 0.0 0.0 222.0 0.0 0.0 69.2 5756.85 109779 5427.97 152624 0 TOTAL CFS 2377.2 TOTAL AF -70 124 1715.0 4715.1 4715.1 0.0 0.0 0.0 1517 20821 0 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 02/22/01 WATER AND POWER CONTROL DIVISION TIME: 11:24:35 LOVELAND, COLORADO JUNE 1997 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 0.00 375.00 375.00 0.00 375.00 266.00 2 0.00 0.00 0.00 0.00 0.00 375.00 375.00 0.00 375.00 271.00 3 0.00 0.00 0.00 0.00 6.00 369.00 375.00 47.00 371.00 252.00 4 0.00 0.00 0.00 0.00 6.00 369.00 375.00 44.00 375.00 223.00 5 0.00 0.00 0.00 0.00 6.00 369.00 375.00 0.00 369.00 298.00 6 0.00 0.00 0.00 0.00 6.00 369.00 375.00 0.00 369.00 313.00 7 0.00 0.00 0.00 0.00 10.00 365.00 375.00 0.00 366.00 292.00 8 0.00 0.00 0.00 0.00 10.00 365.00 375.00 0.00 365.00 286.00 9 0.00 0.00 0.00 0.00 10.00 365.00 375.00 0.00 365.00 353.00 10 0.00 0.00 0.00 0.00 0.00 375.00 375.00 0.00 372.00 504.00 11 0.00 0.00 0.00 0.00 0.00 357.00 357.00 0.00 393.00 503.00 12 0.00 0.00 0.00 0.00 10.00 347.00 357.00 0.00 400.00 503.20 13 0.00 0.00 0.00 0.00 10.00 350.00 360.00 0.00 400.00 504.00 14 0.00 0.00 0.00 0.00 10.00 350.00 360.00 0.00 400.00 501.00 15 0.00 0.00 0.00 0.00 10.00 350.00 350.00 0.00 400.00 502.00 16 0.00 0.00 0.00 0.00 10.00 350.00 360.00 0.00 400.00 501.00 17 0.00 0.00 0.00 0.00 10.00 350.00 360.00 0.00 400.00 495.00 18 0.00 0.00 0.00 0.00 10.00 350.00 360.00 0.00 404.00 497.00 19 0.00 0.00 0.00 0.00 10.00 350.00 360.00 0.00 401.00 505.00 20 0.00 0.00 0.00 0.00 10.00 350.00 360.00 0.00 400.00 504.00 21 0.00 0.00 0.00 0.00 10.00 350.00 360.00 0.00 400.00 497.00 22 0.00 0.00 0.00 0.00 10.00 350.00 360.00 0.00 400.00 502.00 23 0.00 0.00 0.00 0.00 10.00 350.00 360.00 0.00 400.00 496.00 24 0.00 0.00 0.00 0.00 10.00 350.00 360.00 0.00 400.00 494.00 25 0.00 0.00 0.00 0.00 10.00 350.00 360.00 0.00 400.00 496.00 26 0.00 0.00 0.00 0.00 10.00 350.00 360.00 0.00 400.00 490.00 27 0.00 0.00 0.00 0.00 10.00 350.00 360.00 0.00 400.00 497.00 28 0.00 0.00 0.00 0.00 10.00 350.00 360.00 0.00 400.00 495.00 29 0.00 0.00 0.00 0.00 10.00 350.00 360.00 0.00 400.00 495.00 30 0.00 0.00 0.00 0.00 10.00 350.00 360.00 0.00 400.00 496.00 TOTAL CFS 0.00 0.00 0.00 0.00 244.00 10700.00 10934.00 91.00 11700.00 13031.20 TOTAL AF 0.00 0.00 0.00 0.00 483.97 21223.13 21687.26 180.50 23206.60 25846.99 ADJUSTMENT AF 84.00 TOTAL FLOW OR DELIVERY AF 25762.99 METERED DELIVERY AF 1178.30 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 02/22/01 WATER AND POWER CONTROL DIVISION TIME: 11:24:35 LOVELAND, COLORADO JUNE 1997 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) 57095.40 1 0.00 50.00 0.00 2.00 25.00 0.00 77.00 57249.40 2 0.00 50.00 0.00 2.00 25.00 0.00 77.00 57403.40 3 0.00 53.30 0.00 2.00 25.00 0.00 80.30 57564.00 4 0.00 38.40 0.00 2.00 25.00 0.00 65.40 57694.80 5 0.00 28.70 0.00 2.00 25.00 0.00 55.70 57806.20 6 0.00 28.00 0.00 2.00 25.00 0.00 55.00 57916.20 7 0.00 28.00 0.00 2.00 25.00 0.00 55.00 58026.20 8 0.00 26.00 0.00 2.00 25.00 0.00 53.00 58132.20 9 0.00 18.00 0.00 2.00 25.00 0.00 45.00 58222.20 10 0.00 11.00 0.00 2.00 25.00 0.00 38.00 58298.20 11 0.00 11.00 0.00 2.00 25.00 0.00 38.00 58374.20 12 0.00 11.00 0.00 0.80 25.00 0.00 36.80 58447.80 13 0.00 11.00 0.00 0.00 25.00 0.00 36.00 58519.80 14 0.00 11.00 0.00 0.00 25.00 0.00 36.00 58591.80 15 0.00 11.00 0.00 0.00 25.00 0.00 36.00 58663.80 16 0.00 11.00 0.00 0.00 25.00 0.00 36.00 58735.80 17 0.00 11.00 0.00 0.00 25.00 0.00 36.00 58807.80 18 0.00 11.00 0.00 0.00 25.00 0.00 36.00 58879.80 19 0.00 11.00 0.00 0.00 25.00 0.00 36.00 58951.80 20 0.00 11.00 0.00 0.00 25.00 0.00 36.00 59023.80 21 0.00 11.00 0.00 0.00 25.00 0.00 36.00 59095.80 22 0.00 11.00 0.00 0.00 25.00 0.00 36.00 59167.80 23 0.00 11.00 0.00 0.00 25.00 0.00 36.00 59239.80 24 0.00 11.00 0.00 0.00 25.00 0.00 36.00 59311.80 25 0.00 11.00 0.00 0.00 25.00 0.90 36.90 59385.60 26 0.00 11.00 0.00 0.00 25.00 1.50 37.50 59460.60 27 0.00 11.00 0.00 0.00 25.00 1.50 37.50 59535.60 28 0.00 11.00 0.00 0.00 25.00 1.50 37.50 59610.60 29 0.00 11.00 0.00 0.00 83.30 1.50 95.80 59802.20 30 0.00 11.00 0.00 0.00 162.90 1.80 175.70 60153.60 TOTAL CFS 0.00 551.40 0.00 22.80 946.20 8.70 1529.10 TOTAL AF 0.00 1102.80 0.00 45.60 1892.40 17.40 3058.20 60153.60 METERED DELIVERY AF 147.40 1251.70 84.00 20.20 2005.80 3509.10 63662.70 TOTAL FLOW OR DELIVERY AF * 147.40 2354.50 0.00 129.60 1912.60 2023.20 6567.30 63662.70 NON-CHARGE DELIVERY AF 0.00 0.00 0.00 0.00 0.00 0.00 0.00 5332.30 METERED DELIVERY AF 1 CBT PROJECT JUNE 1997 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 0.00 0.00 22. 3. 0.00 0.00 95. 26. 0.00 0.00 0.35 -10. 0.05 31. 2 0.05 0.01 28. 5. 0.00 0.00 124. 34. 0.20 0.12 0.19 4. 0.01 35. 3 0.00 0.00 16. 2. 0.03 0.15 49. 13. 0.00 0.00 0.00 98. 1.18 -22. 4 0.00 0.00 35. 5. 0.00 0.00 142. 38. 0.00 0.13 0.00 17. 0.00 27. 5 0.00 0.00 22. 3. 0.00 0.00 88. 23. 0.00 0.00 0.00 15. 0.00 24. 6 0.23 0.00 24. 3. 0.02 0.35 81. 21. 0.63 0.01 0.00 28. 0.23 11. 7 0.03 0.00 13. 1. 0.05 0.15 22. 6. 0.28 0.00 0.00 14. 0.05 15. 8 0.31 0.30 28. 4. 0.03 0.02 104. 27. 0.83 0.00 2.08 -182. 0.10 11. 9 0.00 0.00 28. 4. 0.02 0.15 104. 27. 0.16 2.30 0.35 -22. 0.12 1. 10 0.36 0.23 29. 4. 0.08 0.05 104. 27. 0.08 0.00 0.32 17. 0.54 -6. 11 0.00 0.00 26. 2. 0.09 0.07 41. 11. 0.00 0.36 0.00 20. 0.00 34. 12 0.03 0.00 22. 3. 0.02 0.01 65. 17. 0.12 0.00 0.28 -6. 0.15 11. 13 0.00 0.00 20. 2. 0.01 0.05 62. 16. 0.04 0.39 0.00 24. 0.26 -2. 14 0.00 0.00 23. 3. 0.00 0.03 81. 21. 0.04 0.00 0.00 28. 0.19 18. 15 0.00 0.12 7. 4. 0.00 0.01 94. 25. 0.00 0.00 0.52 -43. 0.01 10. 16 0.22 0.04 31. 4. 0.15 0.01 105. 27. 0.08 0.18 0.06 9. 0.01 23. 17 0.00 0.00 31. 4. 0.12 0.07 105. 27. 0.00 0.00 0.01 11. 0.02 17. 18 0.13 0.09 31. 4. 0.21 0.25 105. 27. 0.04 0.08 0.00 14. 0.00 24. 19 0.00 0.00 18. 2. 0.03 0.02 42. 11. 0.00 0.00 0.00 17. 0.00 29. 20 0.00 0.00 32. 4. 0.00 0.00 108. 28. 0.00 0.01 0.00 15. 0.00 25. 21 0.00 0.00 26. 3. 0.01 0.03 80. 21. 0.00 0.00 0.00 13. 0.00 23. 22 0.00 0.00 44. 6. 0.00 0.00 147. 38. 0.00 0.00 0.05 17. 0.00 37. 23 0.00 0.00 40. 5. 0.00 0.00 135. 35. 0.12 0.08 0.32 -10. 0.00 36. 24 0.00 0.00 71. 9. 0.01 0.03 233. 60. 0.12 0.00 0.23 -5. 0.05 22. 25 0.00 0.00 19. 2. 0.01 0.00 59. 15. 0.00 0.14 0.06 14. 0.00 35. 26 0.00 0.00 33. 5. 0.00 0.05 114. 29. 0.00 0.00 0.00 15. 0.00 25. 27 0.00 0.00 33. 5. 0.00 0.00 114. 29. 0.87 0.02 0.00 18. 0.00 32. 28 0.00 0.00 34. 5. 0.00 0.00 118. 30. 0.00 0.00 0.00 20. 0.00 35. 29 0.00 0.00 25. 3. 0.00 0.00 88. 22. 0.00 0.00 0.00 17. 0.00 31. 30 0.00 0.00 38. 5. 0.00 0.00 132. 34. 0.00 0.00 0.00 24. 0.00 43. TOTALS 1.36 0.79 849. 115. 0.89 1.50 2940. 768. 3.61 3.82 4.82 193. 2.97 632. 1 UPPER COLORADO RIVER DAILY DATA COLLECTION FOR JUNE 1997 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 2362 385 75 40 0.00 967 945 2025 1282 79 41 0.00 2 3203 435 72 37 0.00 1057 1003 2387 1461 72 39 0.01 3 3251 435 69 35 0.03 1078 1034 2726 1478 75 39 0.00 4 3458 757 74 36 0.00 1003 957 2966 1041 79 42 0.00 5 3708 1437 74 39 0.00 952 848 3105 1015 78 42 0.00 6 3549 1637 61 44 0.02 916 811 3167 1001 68 41 0.00 7 3436 1637 64 40 0.05 825 704 2967 1000 66 41 0.00 8 3229 1637 62 37 0.03 741 604 3156 1007 54 34 0.30 9 3202 1801 57 36 0.02 698 561 3101 1039 63 40 0.00 10 3040 2097 59 40 0.08 629 518 2807 1253 66 37 0.23 11 2996 2097 63 36 0.09 603 498 2997 1469 68 40 0.00 12 2826 2172 67 36 0.02 539 396 2932 1517 65 42 0.00 13 2578 1883 63 35 0.01 517 433 2913 1590 64 38 0.00 14 2591 816 67 43 0.00 458 392 2809 1880 0 0 0.00 15 2495 207 67 32 0.00 465 430 2856 2020 67 34 0.12 16 2218 207 65 33 0.15 418 380 2878 2055 66 43 0.04 17 2236 341 60 43 0.12 390 340 2804 2384 68 42 0.00 18 2219 437 69 37 0.21 380 310 2988 2512 75 42 0.09 19 2584 437 73 44 0.03 368 339 3040 2518 77 45 0.00 20 3167 437 73 39 0.00 361 265 3390 2603 77 47 0.00 21 3001 437 76 44 0.01 357 249 3127 2808 78 44 0.00 22 2928 437 76 40 0.00 348 267 3179 2816 79 42 0.00 23 2912 800 76 38 0.00 324 295 3217 2877 80 43 0.00 24 2593 1037 74 40 0.01 307 244 3024 3149 76 38 0.00 25 2143 595 73 34 0.01 268 231 2802 3187 75 38 0.00 26 1877 115 75 35 0.00 244 192 2761 3084 74 44 0.00 27 1882 109 73 40 0.00 235 168 2398 2994 78 43 0.00 28 1716 105 73 43 0.00 222 195 2278 2902 78 43 0.00 29 1604 82 75 35 0.00 211 163 2155 2906 70 40 0.00 30 1551 110 77 34 0.00 185 129 2165 2737 79 46 0.00