1 PICK SLOAN MISSOURI BASIN PROGRAM UNITED STATES BUREAU OF RECLAMATION WESTERN DIVISION WATER AND POWER SYSTEM AS OF 04/12/06 WATER AND POWER CONTROL DIVISION TIME: 08:46:25 LOVELAND, COLORADO MARCH 2006 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) 229196 1 9008.93 229107 98 1 99 34 266 -89 177 89 0 89 0.00 35 17 0 122 2 9008.90 229019 98 0 98 34 264 -88 176 88 0 88 0.00 42 13 0 90 3 9008.87 228931 98 0 98 34 264 -88 176 88 0 88 0.00 49 14 0 83 4 9008.83 228813 98 0 98 34 264 -118 146 73 0 73 0.00 42 13 0 91 5 9008.79 228695 98 0 98 34 264 -118 146 73 0 73 0.00 47 14 0 93 6 9008.76 228607 98 0 98 34 264 -88 176 88 0 88 0.00 52 17 0 106 7 9008.73 228519 98 0 98 34 264 -88 176 88 0 88 0.00 42 24 0 116 8 9008.72 228490 98 0 98 34 264 -29 235 118 0 118 0.17 36 4 0 91 9 9008.70 228431 98 0 98 34 264 -59 205 103 0 103 0.02 36 4 0 80 10 9008.68 228372 101 0 101 34 270 -59 211 106 0 106 0.04 28 3 0 79 11 9008.65 228284 101 0 101 34 270 -88 182 91 0 91 0.00 26 7 0 71 12 9008.62 228196 101 0 101 34 270 -88 182 91 0 91 0.13 24 10 0 75 13 9008.60 228137 101 0 101 34 270 -59 211 106 0 106 0.05 21 -2 0 77 14 9008.58 228079 101 0 101 34 270 -58 212 106 0 106 0.00 42 2 0 86 15 9008.54 227961 101 0 101 34 270 -118 152 76 0 76 0.04 35 -2 0 63 16 9008.51 227874 101 0 101 34 270 -87 183 92 0 92 0.00 39 4 0 69 17 9008.47 227756 101 0 101 34 270 -118 152 76 0 76 0.00 42 13 0 75 18 9008.45 227698 101 0 101 34 270 -58 212 106 0 106 0.00 42 16 0 74 19 9008.42 227610 101 0 101 34 270 -88 182 91 0 91 0.02 36 17 0 84 20 9008.37 227464 101 0 101 34 270 -146 124 62 0 62 0.00 30 3 0 75 21 9008.35 227405 101 0 101 34 270 -59 211 106 0 106 0.09 35 5 0 75 22 9008.32 227317 101 0 101 34 270 -88 182 91 0 91 0.02 34 12 0 59 23 9008.28 227200 101 0 101 34 270 -117 153 77 0 77 0.00 38 8 0 69 24 9008.24 227083 101 0 101 34 270 -117 153 77 0 77 0.00 42 11 0 74 25 9008.22 227025 101 0 101 34 270 -58 212 106 0 106 0.00 52 17 0 80 26 9008.18 226908 101 0 101 34 270 -117 153 77 0 77 0.02 36 5 0 77 27 9008.14 226791 101 0 101 34 270 -117 153 77 0 77 0.00 45 10 0 77 28 9008.11 226704 101 0 101 34 270 -87 183 92 0 92 0.00 49 17 0 88 29 9008.10 226675 101 0 101 34 270 -29 241 121 0 121 0.04 50 22 0 100 30 9008.07 226587 101 0 101 34 270 -88 182 91 0 91 0.00 33 8 0 86 31 9008.03 226470 97 3 100 49 298 -117 181 91 0 91 0.00 54 14 0 86 TOTAL CFS 3100 4 3104 1069 2817 0 2817 2571 TOTAL AF -2726 6200 8 6208 2138 8346 -2726 5620 5620 0 5634 0.64 39 10 0 5142 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 04/12/06 WATER AND POWER CONTROL DIVISION TIME: 08:46:25 LOVELAND, COLORADO MARCH 2006 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) 75623 1 7903.66 75368 349 0 349 692 -255 438 221 -11 0 210 0.00 35 5 1495 2 7903.41 75049 348 0 348 690 -319 372 188 -10 0 178 0.00 35 6 1406 3 7903.15 74717 348 0 348 690 -332 359 181 -10 0 171 0.00 39 18 1357 4 7902.90 74400 348 0 348 690 -317 374 189 -25 0 164 0.00 43 10 1393 5 7902.65 74085 349 0 349 692 -315 378 191 -25 0 166 0.00 46 13 1352 6 7902.42 73796 349 0 349 692 -289 404 204 -10 0 194 0.00 50 16 1419 7 7902.21 73531 347 0 347 688 -265 424 214 -10 0 204 0.02 42 20 1464 8 7901.96 73217 347 0 347 688 -314 375 189 20 0 209 0.02 34 11 1493 9 7901.69 72881 347 0 347 688 -336 353 178 5 0 183 0.00 30 12 1461 10 7901.42 72545 349 0 349 692 -336 357 180 5 0 185 0.00 26 5 1372 11 7901.14 72196 348 0 348 690 -349 342 172 -10 0 162 0.00 25 12 1288 12 7900.86 71850 350 0 350 694 -346 349 176 -10 0 166 0.18 28 11 1269 13 7900.58 71506 351 0 351 696 -344 353 178 5 0 183 0.10 23 -4 1267 14 7900.32 71187 347 0 347 688 -319 370 187 5 0 192 0.00 36 -2 1201 15 7900.02 70819 349 0 349 692 -368 325 164 -25 0 139 0.07 32 -7 1242 16 7899.73 70466 348 0 348 690 -353 338 170 -10 0 160 0.00 31 -5 1227 17 7899.45 70127 347 0 347 688 -339 350 176 -25 0 151 0.00 43 16 1209 18 7899.17 69787 346 0 346 686 -340 347 175 5 0 180 0.00 39 17 1236 19 7898.90 69461 349 0 349 692 -326 367 185 -10 0 175 0.54 32 17 1261 20 7898.61 69115 350 0 350 694 -346 349 176 -39 0 137 0.00 31 5 1460 21 7898.33 68780 345 0 345 684 -335 350 176 5 0 181 0.03 31 10 1277 22 7898.02 68409 347 0 347 688 -371 318 160 -10 0 150 0.00 36 12 1235 23 7897.73 68066 343 0 343 680 -343 338 170 -25 0 145 0.00 38 7 1226 24 7897.45 67735 342 0 342 678 -331 348 175 -25 0 150 0.00 42 12 1234 25 7897.18 67417 341 0 341 676 -318 359 181 5 0 186 0.00 50 20 1278 26 7896.90 67088 344 0 344 682 -329 354 178 -25 0 153 0.00 34 5 1372 27 7896.62 66762 342 0 342 678 -326 353 178 -25 0 153 0.00 41 11 1426 28 7896.36 66460 341 0 341 676 -302 375 189 -10 0 179 0.00 48 25 1377 29 7896.12 66181 341 0 341 676 -279 398 201 20 0 221 0.10 44 24 1401 30 7895.83 65846 355 0 355 704 -335 370 187 -10 0 177 0.00 36 14 1471 31 7895.54 65513 353 0 353 700 -333 368 186 -10 0 176 0.00 44 22 1497 TOTAL CFS 10760 0 10760 5675 -295 0 5380 41666 TOTAL AF -10110 21334 0 21334 21334 -10110 11255 11255 -589 0 10672 1.06 37 11 82645 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 04/12/06 WATER AND POWER CONTROL DIVISION TIME: 08:46:25 LOVELAND, COLORADO MARCH 2006 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) 8567 1 8122.83 8579 7 0 0 0 0 0 7 14 12 26 13 2 8122.88 8592 7 0 0 1 0 0 8 16 13 29 15 3 8122.95 8610 7 0 0 0 0 0 7 14 18 32 16 4 8123.02 8627 7 0 0 0 0 0 7 14 17 31 16 5 8123.08 8642 7 0 0 0 0 0 7 14 15 29 15 6 8123.17 8665 7 0 0 0 0 0 7 14 23 37 19 7 8123.28 8693 7 0 0 1 0 0 8 16 28 44 22 8 8123.39 8721 7 0 0 0 0 0 7 14 28 42 21 9 8123.47 8741 7 0 0 0 0 0 7 14 20 34 17 10 8123.55 8762 7 0 0 0 0 0 7 14 21 35 18 11 8123.61 8777 7 0 0 0 0 0 7 14 15 29 15 12 8123.67 8792 7 0 0 1 0 0 8 16 15 31 16 13 8123.73 8808 7 0 0 0 0 0 7 14 16 30 15 14 8123.78 8821 7 0 0 0 0 0 7 14 13 27 14 15 8123.83 8833 7 0 0 0 0 0 7 14 12 26 13 16 8123.88 8846 7 0 0 0 0 0 7 14 13 27 14 17 8123.94 8862 7 0 0 1 0 0 8 16 16 32 16 18 8124.00 8877 7 0 0 0 0 0 7 14 15 29 15 19 8124.10 8903 7 0 0 0 0 0 7 14 26 40 20 20 8124.15 8916 7 0 0 0 0 0 7 14 13 27 14 21 8124.19 8927 7 0 0 0 0 0 7 14 11 25 13 22 8124.23 8937 7 0 0 1 0 0 8 16 10 26 13 23 8124.29 8953 7 0 0 0 0 0 7 14 16 30 15 24 8124.35 8968 7 0 0 0 0 0 7 14 15 29 15 25 8124.40 8981 7 0 0 0 0 0 7 14 13 27 14 26 8124.46 8997 7 0 0 0 0 0 7 14 16 30 15 27 8124.52 9013 7 0 0 1 0 0 8 16 16 32 16 28 8124.60 9034 7 0 0 0 0 0 7 14 21 35 18 29 8124.64 9044 7 0 0 0 6 0 13 26 10 36 18 30 8124.69 9057 7 0 0 0 6 0 13 26 13 39 20 31 8124.79 9083 7 0 0 0 0 0 7 14 26 40 20 TOTAL CFS 217 0 0 6 12 0 235 501 TOTAL AF 516 434 0 0 12 24 0 470 470 516 986 986 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 04/12/06 WATER AND POWER CONTROL DIVISION TIME: 08:46:25 LOVELAND, COLORADO MARCH 2006 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 04/12/06 WATER AND POWER CONTROL DIVISION TIME: 08:46:25 LOVELAND, COLORADO MARCH 2006 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 17742 1 8366.56 8366.70 17746 498 20 518 1027 4 1033 1014 19 10 0.00 0.00 46 23 2 8366.56 8366.69 17732 499 20 519 1029 -14 1017 982 35 18 0.00 0.00 42 5 3 8366.56 8366.69 17732 498 20 518 1027 0 1029 1021 8 4 0.00 0.00 52 5 4 8366.58 8366.69 17742 499 20 519 1029 10 1041 922 119 60 0.00 0.00 46 10 5 8366.60 8366.73 17806 496 20 516 1023 64 1089 1127 -38 -19 0.00 0.00 44 6 6 8366.56 8366.69 17732 497 20 517 1025 -74 953 974 -21 -11 0.00 0.00 48 8 7 8366.55 8366.69 17727 511 20 531 1053 -5 1050 992 58 29 0.00 0.00 45 22 8 8366.56 8366.69 17732 500 20 520 1031 5 1038 974 64 32 0.28 0.37 42 23 9 8366.60 8366.69 17753 492 20 512 1016 21 1039 1023 16 8 0.02 0.02 28 -1 10 8366.56 8366.66 17692 492 20 512 1016 -61 957 887 70 35 0.02 0.03 29 7 11 8366.57 8366.69 17737 481 20 501 994 45 1041 1012 29 15 0.02 0.00 28 -1 12 8366.60 8366.69 17753 480 20 500 992 16 1010 978 32 16 0.02 0.13 27 3 13 8366.58 8366.67 17716 479 20 499 990 -37 955 914 41 21 0.06 0.13 25 -2 14 8366.57 8366.68 17724 485 20 505 1002 8 1012 970 42 21 0.00 0.01 36 -6 15 8366.56 8366.68 17719 507 20 527 1045 -5 1042 1049 -7 -4 0.07 0.03 38 4 16 8366.56 8366.69 17732 528 20 548 1087 13 1102 1059 43 22 0.00 0.00 35 -9 17 8366.56 8366.69 17732 541 20 561 1113 0 1115 1113 2 1 0.00 0.00 43 8 18 8366.56 8366.69 17732 544 20 564 1119 0 1121 1109 12 6 0.00 0.00 45 10 19 8366.56 8366.70 17746 545 20 565 1121 14 1137 1089 48 24 0.15 0.10 41 17 20 8366.55 8366.66 17687 544 20 564 1119 -59 1062 1025 37 19 0.01 0.08 33 15 21 8366.56 8366.70 17746 543 20 563 1117 59 1178 1097 81 41 0.00 0.00 37 -2 22 8366.58 8366.73 17795 544 20 564 1119 49 1170 1137 33 17 0.01 0.01 37 16 23 8366.54 8366.69 17722 544 20 564 1119 -73 1048 1061 -13 -7 0.00 0.00 38 9 24 8366.55 8366.68 17714 542 20 562 1115 -8 1109 1079 30 15 0.00 0.00 39 2 25 8366.57 8366.70 17751 538 20 558 1107 37 1146 1121 25 13 0.00 0.00 50 5 26 8366.55 8366.68 17714 539 20 559 1109 -37 1074 1101 -27 -14 0.01 0.03 48 18 27 8366.59 8366.71 17774 539 20 559 1109 60 1171 1162 9 5 0.00 0.01 42 4 28 8366.55 8366.70 17741 542 20 562 1115 -33 1084 1037 47 24 0.00 0.00 49 6 29 8366.56 8366.70 17746 541 20 561 1113 5 1120 1047 73 37 0.02 0.00 49 19 30 8366.56 8366.70 17746 542 20 562 1115 0 1117 1059 58 29 0.10 0.13 39 22 31 8366.60 8366.73 17806 543 20 563 1117 60 1179 1162 17 9 0.00 0.00 51 8 TOTAL CFS 16073 620 16693 476 40 8 TOTAL AF 64 31880.3 1240 33113 33113 64 33239 32297 942 947 0.79 1.08 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 04/12/06 WATER AND POWER CONTROL DIVISION TIME: 08:46:25 LOVELAND, COLORADO MARCH 2006 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) 350205 1 8251.05 349265 511 20 0 6.0 537 1065 -940 132 67 20 0 0 47 57 0 2 8250.89 348326 495 20 0 6.0 521 1033 -939 101 51 20 0 0 31 49 0 3 8250.73 347389 515 20 0 6.0 541 1073 -937 143 72 20 0 0 52 56 0 4 8250.56 346395 465 20 0 6.0 491 974 -994 -12 -5 20 0 0 -25 35 0 5 8250.39 345402 568 20 0 6.0 594 1178 -993 192 97 20 0 0 77 58 0 6 8250.24 344526 491 20 0 6.0 517 1025 -876 156 79 20 0 0 59 48 0 7 8250.07 343536 500 20 0 6.0 526 1043 -990 60 30 20 0 0 10 39 0 8 8249.96 342896 491 20 0 6.0 517 1025 -640 392 198 20 0 0 178 210 0 9 8249.80 341966 516 20 0 6.0 542 1075 -930 152 77 20 0 0 57 65 0 10 8249.66 341153 447 20 0 6.0 473 938 -813 132 67 20 0 0 47 82 0 11 8249.50 340225 510 20 0 6.0 536 1063 -928 142 72 20 0 0 52 67 0 12 8249.35 339356 493 20 0 6.0 519 1029 -869 167 84 20 0 0 64 80 0 13 8249.19 338431 461 20 0 6.0 487 966 -925 48 24 20 0 0 4 25 0 14 8249.04 337564 489 20 0 6.0 515 1021 -867 161 81 20 0 0 61 82 0 15 8248.88 336641 529 20 0 6.0 555 1101 -923 185 93 20 0 0 73 69 0 16 8248.69 335547 534 20 0 6.0 560 1111 -1094 24 12 20 0 0 -8 14 0 17 8248.52 334569 561 20 0 6.0 587 1164 -978 193 97 20 0 0 77 78 0 18 8248.35 333593 559 20 0 6.0 585 1160 -976 191 96 20 0 0 76 82 0 19 8248.19 332675 549 20 0 6.0 575 1140 -918 229 115 20 0 0 95 119 0 20 8248.03 331758 517 20 0 6.0 543 1077 -917 167 84 20 0 0 64 83 0 21 8247.84 330672 553 20 0 6.0 579 1148 -1086 69 35 20 0 0 15 56 0 22 8247.65 329587 573 20 0 6.0 599 1188 -1085 110 55 20 0 0 35 52 0 23 8247.48 328617 535 20 0 6.0 561 1113 -970 150 76 20 0 0 56 49 0 24 8247.29 327535 544 20 0 6.0 570 1131 -1082 56 28 20 0 0 8 23 0 25 8247.10 326455 565 20 0 6.0 591 1172 -1080 99 50 20 0 0 30 43 0 26 8246.94 325537 555 20 0 6.0 581 1152 -918 241 122 20 0 0 102 88 0 27 8246.74 324398 586 20 0 6.0 612 1214 -1139 82 41 20 0 0 21 26 0 28 8246.57 323431 523 20 0 6.0 549 1089 -967 129 65 20 0 0 45 69 0 29 8246.40 322466 528 20 0 6.0 554 1099 -965 141 71 20 0 0 51 88 0 30 8246.22 321446 534 20 0 6.0 560 1111 -1020 98 49 20 0 0 29 58 0 31 8246.03 320371 586 17 0 6.0 609 1208 -1075 140 71 20 0 0 51 60 0 TOTAL CFS 16283 617 0 186.0 17086 2154 620 0 0 1534 2010 0 TOTAL AF -29834 32297 1234 0 368.9 33886 33886 -29834 4270 4270 1240 0 0 3042 3990 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 04/12/06 WATER AND POWER CONTROL DIVISION TIME: 08:46:25 LOVELAND, COLORADO MARCH 2006 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. 637 2651 1 32.23 72.84 624 2685 21 987.8 498.0 0.00 969.9 489.0 27.0 26.0 0 0 0 0.00 43 26 2 36.23 72.00 777 2544 12 989.8 499.0 0.00 965.9 487.0 20.0 26.0 0 0 0 0.00 49 18 3 35.77 72.18 759 2574 12 987.8 498.0 0.00 975.9 492.0 25.0 25.0 0 0 0 0.00 55 19 4 35.08 72.50 732 2628 27 989.8 499.0 0.00 973.9 491.0 25.0 20.0 0 0 0 0.00 51 25 5 32.13 73.28 620 2761 21 983.8 496.0 0.00 975.9 492.0 26.0 20.0 0 0 0 0.00 52 26 6 31.73 73.49 605 2797 21 985.8 497.0 0.00 969.9 489.0 23.0 21.0 0 0 0 0.00 56 28 7 32.84 73.12 646 2733 -23 1013.6 511.0 0.00 1041.3 525.0 23.0 21.0 0 0 0 0.00 46 34 8 31.06 73.39 581 2780 -18 991.7 500.0 0.00 1019.5 514.0 25.0 20.0 0 0 0 0.00 33 18 9 32.37 72.98 629 2709 -23 975.9 492.0 0.00 995.7 502.0 19.0 21.0 0 0 0 0.00 37 16 10 32.79 72.83 644 2684 -10 975.9 492.0 0.00 987.8 498.0 21.0 20.0 0 0 0 0.04 26 18 11 32.06 72.80 617 2679 -32 954.0 481.0 0.00 989.8 499.0 22.0 20.0 0 0 0 0.08 25 6 12 30.91 72.86 576 2689 -31 952.1 480.0 0.00 987.8 498.0 22.0 20.0 0 0 0 0.12 30 8 13 29.92 72.82 541 2682 -42 950.1 479.0 0.00 993.7 501.0 22.0 21.0 0 0 0 0.00 26 -3 14 30.84 72.34 573 2601 -49 962.0 485.0 0.00 1009.6 509.0 19.0 20.0 0 0 0 0.00 42 19 15 31.55 71.96 599 2537 -38 1005.6 507.0 0.00 1047.3 528.0 21.0 19.0 0 0 0 0.00 41 24 16 33.10 71.56 656 2471 -9 1047.3 528.0 0.00 1055.2 532.0 20.0 21.0 0 0 0 0.00 41 24 17 35.78 71.06 759 2390 22 1073.1 541.0 0.00 1051.2 530.0 20.0 20.0 0 80 0 0.00 48 18 18 35.59 71.27 752 2424 27 1079.0 544.0 0.00 1069.1 539.0 29.0 21.0 0 199 0 0.12 45 24 19 35.67 71.38 755 2442 21 1081.0 545.0 0.00 1077.0 543.0 29.0 21.0 0 0 0 0.16 39 21 20 35.79 71.36 759 2439 1 1079.0 544.0 0.00 1088.9 549.0 26.0 21.0 0 0 0 0.04 30 13 21 35.62 71.42 753 2449 4 1077.0 543.0 0.00 1088.9 549.0 29.0 21.0 0 0 0 0.00 37 10 22 36.22 71.29 777 2428 3 1079.0 544.0 0.00 1088.9 549.0 27.0 21.0 0 0 0 0.08 39 16 23 36.64 71.25 793 2421 9 1079.0 544.0 0.00 1077.0 543.0 24.0 21.0 0 104 0 0.00 44 8 24 36.32 71.42 781 2449 16 1075.0 542.0 0.00 1079.0 544.0 30.0 20.0 0 0 0 0.00 50 18 25 35.25 71.63 738 2483 -9 1067.1 538.0 0.00 1092.9 551.0 29.0 21.0 0 0 0 0.00 55 23 26 34.13 71.92 695 2531 5 1069.1 539.0 0.00 1088.9 549.0 33.0 21.0 0 0 0 0.00 45 27 27 32.86 72.18 647 2574 -5 1069.1 539.0 0.00 1092.9 551.0 30.0 21.0 0 0 0 0.00 46 28 28 32.17 72.38 621 2607 7 1075.0 542.0 0.00 1090.9 550.0 32.0 21.0 0 0 0 0.00 58 24 29 32.27 72.38 625 2607 4 1073.1 541.0 0.00 1090.9 550.0 36.0 25.0 0 0 0 0.00 52 21 30 32.69 72.18 641 2574 -17 1075.0 542.0 0.00 1092.9 551.0 32.0 32.0 0 0 0 0.00 43 35 31 32.78 72.06 644 2554 -17 1077.0 543.0 0.00 1094.9 552.0 32.0 32.0 0 0 0 0.00 53 30 TOTAL CFS 16073.0 16246.0 798.0 680.0 0 TOTAL AF 7 -97 -90 0.00 1583. 1349. 0 383 0 0.64 43 20 31880.3 32223.5 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 04/12/06 WATER AND POWER CONTROL DIVISION TIME: 08:46:25 LOVELAND, COLORADO MARCH 2006 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) 1 498.0 0.0 0.0 11.0 525.0 1041 489.0 26.0 515.0 1021 21 27.0 2 499.0 0.0 0.0 13.0 519.0 1029 487.0 26.0 513.0 1018 12 20.0 3 498.0 0.0 0.0 13.0 523.0 1037 492.0 25.0 517.0 1025 12 25.0 4 499.0 0.0 0.0 14.0 524.0 1039 491.0 20.0 511.0 1014 27 25.0 5 496.0 0.0 0.0 13.0 522.0 1035 492.0 20.0 512.0 1016 21 26.0 6 497.0 0.0 0.0 14.0 520.0 1031 489.0 21.0 510.0 1012 21 23.0 7 511.0 0.0 0.0 13.0 534.0 1059 525.0 21.0 546.0 1083 -23 23.0 8 500.0 0.0 0.0 14.0 525.0 1041 514.0 20.0 534.0 1059 -18 25.0 9 492.0 0.0 0.0 13.0 511.0 1014 502.0 21.0 523.0 1037 -23 19.0 10 492.0 0.0 0.0 14.0 513.0 1018 498.0 20.0 518.0 1027 -10 21.0 11 481.0 0.0 0.0 13.0 503.0 998 499.0 20.0 519.0 1029 -32 22.0 12 480.0 0.0 0.0 14.0 502.0 996 498.0 20.0 518.0 1027 -31 22.0 13 479.0 0.0 0.0 13.0 501.0 994 501.0 21.0 522.0 1035 -42 22.0 14 485.0 0.0 0.0 14.0 504.0 1000 509.0 20.0 529.0 1049 -49 19.0 15 507.0 0.0 0.0 13.0 528.0 1047 528.0 19.0 547.0 1085 -38 21.0 16 528.0 0.0 0.0 14.0 548.0 1087 532.0 21.0 553.0 1097 -9 20.0 17 541.0 0.0 0.0 13.0 561.0 1113 530.0 20.0 550.0 1091 22 20.0 18 544.0 0.0 0.0 14.0 573.0 1137 539.0 21.0 560.0 1111 27 29.0 19 545.0 0.0 0.0 13.0 574.0 1139 543.0 21.0 564.0 1119 21 29.0 20 544.0 0.0 0.0 14.0 570.0 1131 549.0 21.0 570.0 1131 1 26.0 21 543.0 0.0 0.0 13.0 572.0 1135 549.0 21.0 570.0 1131 4 29.0 22 544.0 0.0 0.0 14.0 571.0 1133 549.0 21.0 570.0 1131 3 27.0 23 544.0 0.0 0.0 13.0 568.0 1127 543.0 21.0 564.0 1119 9 24.0 24 542.0 0.0 0.0 14.0 572.0 1135 544.0 20.0 564.0 1119 16 30.0 25 538.0 0.0 0.0 13.0 567.0 1125 551.0 21.0 572.0 1135 -9 29.0 26 539.0 0.0 0.0 14.0 572.0 1135 549.0 21.0 570.0 1131 5 33.0 27 539.0 0.0 0.0 13.0 569.0 1129 551.0 21.0 572.0 1135 -5 30.0 28 542.0 0.0 0.0 14.0 574.0 1139 550.0 21.0 571.0 1133 7 32.0 29 541.0 0.0 0.0 13.0 577.0 1144 550.0 25.0 575.0 1140 4 36.0 30 542.0 0.0 0.0 14.0 574.0 1139 551.0 32.0 583.0 1156 -17 32.0 31 543.0 0.0 0.0 13.0 575.0 1140 552.0 32.0 584.0 1158 -17 32.0 TOTAL CFS 16073.0 0.0 415.0 16871.0 16246.0 680.0 16926.0 798.0 AF 31880.3 0.0 0.0 823.1 33463.1 33467 32223.5 1348.8 33572.2 33574 -90 1582.8 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 04/12/06 WATER AND POWER CONTROL DIVISION TIME: 08:46:25 LOVELAND, COLORADO MARCH 2006 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 1538 576 59951 104545 1 74.9 1717 69.0 588 0.0 298.8 0.0 0.0 0.0 194.4 0.0 0.0 65.6 5708.48 59813 5402.04 105254 0 2 74.4 1675 69.6 614 0.0 298.6 0.0 0.0 0.0 194.2 0.0 0.0 66.4 5708.29 59639 5402.61 106198 0 3 74.3 1666 69.5 610 0.0 298.5 0.0 0.0 0.0 194.1 0.0 0.0 66.0 5708.14 59501 5403.21 107196 0 4 75.0 1725 68.2 555 0.0 298.5 0.0 0.0 0.0 194.1 0.0 0.0 66.2 5708.14 59501 5403.74 108082 0 5 74.5 1683 69.0 588 0.0 298.3 0.0 0.0 0.0 194.0 0.0 0.0 65.6 5708.04 59409 5404.31 109039 0 6 75.9 1802 67.8 538 0.0 298.1 0.0 0.0 0.0 193.9 0.0 0.0 67.4 5707.82 59207 5404.82 109899 0 7 76.6 1864 65.5 447 128.0 298.6 428.7 216.1 0.0 194.2 0.0 0.0 67.4 5708.24 59593 5405.19 110524 0 8 76.7 1873 65.3 440 221.0 299.4 738.2 372.2 0.0 194.8 0.0 0.0 65.1 5708.95 60247 5405.39 110863 0 9 76.4 1846 66.3 478 221.0 300.2 736.1 371.1 0.0 195.4 0.0 0.0 65.8 5709.70 60940 5405.46 110981 0 10 76.0 1811 67.3 518 220.0 300.9 731.1 368.6 0.0 195.9 0.0 0.0 66.8 5710.27 61469 5405.56 111151 0 11 75.7 1785 68.2 555 221.0 301.8 732.2 369.2 0.0 196.6 0.0 0.0 67.8 5711.06 62206 5405.72 111423 0 12 75.3 1751 69.0 588 221.0 302.7 730.1 368.1 0.0 197.2 0.0 0.0 68.7 5711.82 62917 5405.85 111645 0 13 74.7 1700 69.5 610 220.0 303.4 725.1 365.6 0.0 197.7 0.0 0.0 69.1 5712.42 63481 5406.01 111917 0 14 74.0 1642 70.1 636 221.0 304.1 726.7 366.4 0.0 198.1 0.0 0.0 69.8 5713.02 64047 5406.15 112156 0 15 73.7 1617 70.2 640 221.0 304.8 725.0 365.5 0.0 198.6 0.0 0.0 70.2 5713.63 64624 5406.33 112463 0 16 73.5 1601 69.8 623 220.0 305.6 719.8 362.9 0.0 199.2 0.0 0.0 70.0 5714.28 65241 5406.48 112720 0 17 73.2 1578 69.6 614 220.0 306.5 717.8 361.9 0.0 199.7 0.0 0.0 69.7 5714.99 65918 5406.63 112977 0 18 73.2 1578 69.5 610 220.0 307.3 716.0 361.0 0.0 200.2 0.0 0.0 69.6 5715.64 66540 5406.88 113405 0 19 73.3 1585 69.5 610 219.0 308.2 710.7 358.3 0.0 200.8 0.0 0.0 69.5 5716.39 67261 5407.05 113697 0 20 73.5 1601 69.5 610 220.0 308.8 712.3 359.1 0.0 201.2 0.0 0.0 69.6 5716.95 67801 5407.24 114024 0 21 73.7 1617 69.7 619 219.0 309.6 707.3 356.6 0.0 201.7 0.0 0.0 69.6 5717.60 68430 5407.43 114352 0 22 73.9 1634 69.8 623 219.0 310.5 705.3 355.6 0.0 202.3 0.0 0.0 69.7 5718.31 69119 5407.60 114645 0 23 73.9 1634 69.6 614 219.0 311.2 703.6 354.8 0.0 202.7 0.0 0.0 69.7 5718.91 69704 5407.78 114956 0 24 74.0 1642 69.2 597 219.0 312.0 701.8 353.8 0.0 203.2 0.0 0.0 69.4 5719.56 70339 5407.98 115302 0 25 74.2 1658 69.0 588 218.0 312.8 696.8 351.3 0.0 203.7 0.0 0.0 69.2 5720.22 70974 5408.15 115596 0 26 74.3 1666 68.9 584 217.0 313.5 692.1 348.9 0.0 204.1 0.0 0.0 69.0 5720.77 71515 5408.34 115926 0 27 74.5 1683 68.9 584 218.0 314.4 693.4 349.6 0.0 204.6 0.0 0.0 68.9 5721.47 72206 5408.51 116221 0 28 74.7 1700 68.8 580 217.0 315.0 688.8 347.3 0.0 205.0 0.0 0.0 68.9 5721.98 72710 5408.72 116586 0 29 74.7 1700 68.2 555 218.0 315.9 690.0 347.9 0.0 205.5 0.0 0.0 68.5 5722.68 73405 5408.90 116900 0 30 74.7 1700 66.6 490 216.0 316.6 682.2 343.9 0.0 205.9 0.0 0.0 67.5 5723.24 73962 5409.15 117336 0 31 71.4 1441 70.9 672 217.0 317.4 683.7 344.7 0.0 206.3 0.0 0.0 67.9 5723.84 74560 5409.37 117720 0 TOTAL CFS 8820.3 TOTAL AF -97 96 5390.0 17494.817494.8 0.0 0.0 0.0 14609 13175 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 04/12/06 WATER AND POWER CONTROL DIVISION TIME: 08:46:25 LOVELAND, COLORADO MARCH 2006 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 0.00 0.00 0.00 389.00 2 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 503.00 3 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 505.00 4 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 500.00 5 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 503.00 6 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 474.00 7 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 323.00 8 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 155.00 9 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 132.00 10 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 131.00 11 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 131.00 12 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 133.00 13 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 150.00 14 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 161.00 15 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 170.00 16 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 183.00 17 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 182.00 18 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 181.00 19 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 181.00 20 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 181.00 21 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 182.00 22 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 182.00 23 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 186.00 24 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 195.00 25 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 194.00 26 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 193.00 27 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 193.00 28 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 196.05 29 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 206.00 30 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 233.00 31 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 246.00 TOTAL CFS 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 7474.05 TOTAL AF 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 14824.55 ADJUSTMENT AF 8.50 TOTAL FLOW OR DELIVERY AF 14816.05 METERED DELIVERY AF 1046.50 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 04/12/06 WATER AND POWER CONTROL DIVISION TIME: 08:46:25 LOVELAND, COLORADO MARCH 2006 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) 9860.40 1 0.00 0.00 0.00 0.00 0.00 0.00 0.00 9860.40 2 0.00 0.00 0.00 0.00 0.00 0.00 0.00 9860.40 3 0.00 0.00 0.00 0.00 0.00 0.00 0.00 9860.40 4 0.00 0.00 0.00 0.00 0.00 0.00 0.00 9860.40 5 0.00 0.00 0.00 0.00 0.00 0.00 0.00 9860.40 6 0.00 0.00 0.00 0.00 0.00 0.00 0.00 9860.40 7 0.00 0.00 0.00 0.00 0.00 0.00 0.00 9860.40 8 0.00 0.00 0.00 0.00 0.00 0.00 0.00 9860.40 9 0.00 0.00 0.00 0.00 0.00 0.00 0.00 9860.40 10 0.00 0.00 0.00 0.00 0.00 0.00 0.00 9860.40 11 0.00 0.00 0.00 0.00 0.00 0.00 0.00 9860.40 12 0.00 0.00 0.00 0.00 0.00 0.00 0.00 9860.40 13 0.00 0.00 0.00 0.00 0.00 0.00 0.00 9860.40 14 0.00 0.00 0.00 0.00 0.00 0.00 0.00 9860.40 15 0.00 0.00 0.00 0.00 0.00 0.00 0.00 9860.40 16 0.00 0.00 0.00 0.00 0.00 0.00 0.00 9860.40 17 0.00 0.00 0.00 0.00 0.00 0.00 0.00 9860.40 18 0.00 0.00 0.00 0.00 0.00 0.00 0.00 9860.40 19 0.00 0.00 0.00 0.00 0.00 0.00 0.00 9860.40 20 0.00 0.00 0.00 0.00 0.00 0.00 0.00 9860.40 21 0.00 0.00 0.00 0.00 0.00 0.00 0.00 9860.40 22 0.00 0.00 0.00 0.00 0.00 0.00 0.00 9860.40 23 0.00 0.00 0.00 0.00 0.00 0.00 0.00 9860.40 24 0.00 0.00 0.00 0.00 0.00 0.00 0.00 9860.40 25 0.00 0.00 0.00 0.00 0.00 0.00 0.00 9860.40 26 0.00 0.00 0.00 0.00 0.00 0.00 0.00 9860.40 27 0.00 0.00 0.00 0.00 0.00 0.00 0.00 9860.40 28 0.00 0.00 0.00 0.95 0.00 0.00 0.95 9862.30 29 0.00 0.00 0.00 2.00 0.00 0.00 2.00 9866.30 30 0.00 0.00 0.00 2.00 0.00 0.00 2.00 9870.30 31 0.00 0.00 0.00 2.00 0.00 0.00 2.00 9874.30 TOTAL CFS 0.00 0.00 0.00 6.95 0.00 0.00 6.95 TOTAL AF 0.00 0.00 0.00 13.90 0.00 0.00 13.90 9874.30 METERED DELIVERY AF 0.80 2101.30 8.50 0.00 1097.90 3208.50 13082.80 TOTAL FLOW OR DELIVERY AF * 0.80 2101.30 0.00 22.40 0.00 1097.90 3222.40 13082.80 NON-CHARGE DELIVERY AF 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 METERED DELIVERY AF 1 CBT PROJECT MARCH 2006 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 2. 0. 0.00 0.00 8. 2. 0.00 0.00 0.00 0. 0.00 0. 2 0.00 0.00 2. 0. 0.00 0.00 8. 2. 0.00 0.00 0.00 0. 0.00 0. 3 0.00 0.00 2. 0. 0.00 0.00 8. 2. 0.00 0.00 0.00 0. 0.00 0. 4 0.00 0.00 2. 0. 0.00 0.00 8. 2. 0.00 0.00 0.00 0. 0.00 0. 5 0.00 0.00 2. 0. 0.00 0.00 8. 2. 0.00 0.00 0.00 0. 0.00 0. 6 0.00 0.00 2. 0. 0.00 0.00 8. 2. 0.00 0.00 0.00 0. 0.00 0. 7 0.00 0.02 2. 0. 0.00 0.00 8. 2. 0.00 0.00 0.00 0. 0.00 0. 8 0.17 0.02 2. 0. 0.28 0.37 8. 2. 0.00 0.00 0.29 0. 0.38 0. 9 0.02 0.00 2. 0. 0.02 0.02 8. 2. 0.00 0.24 0.04 0. 0.00 0. 10 0.04 0.00 2. 0. 0.02 0.03 8. 2. 0.04 0.00 0.00 0. 0.01 0. 11 0.00 0.00 2. 0. 0.02 0.00 8. 2. 0.08 0.00 0.00 0. 0.00 0. 12 0.13 0.18 2. 0. 0.02 0.13 8. 2. 0.12 0.00 0.26 0. 0.14 0. 13 0.05 0.10 2. 0. 0.06 0.13 8. 2. 0.00 0.51 0.00 0. 0.01 0. 14 0.00 0.00 2. 0. 0.00 0.01 8. 2. 0.00 0.00 0.00 0. 0.00 0. 15 0.04 0.07 2. 0. 0.07 0.03 8. 2. 0.00 0.00 0.00 0. 0.00 0. 16 0.00 0.00 2. 0. 0.00 0.00 8. 2. 0.00 0.00 0.00 0. 0.00 0. 17 0.00 0.00 2. 0. 0.00 0.00 8. 2. 0.00 0.00 0.00 0. 0.00 0. 18 0.00 0.00 2. 0. 0.00 0.00 8. 2. 0.12 0.00 0.00 0. 0.06 0. 19 0.02 0.54 2. 0. 0.15 0.10 8. 2. 0.16 0.00 0.48 0. 0.69 0. 20 0.00 0.00 2. 0. 0.01 0.08 8. 2. 0.04 0.59 0.06 0. 0.12 0. 21 0.09 0.03 2. 0. 0.00 0.00 8. 2. 0.00 0.00 0.00 0. 0.04 0. 22 0.02 0.00 2. 0. 0.01 0.01 8. 2. 0.08 0.00 0.00 0. 0.00 0. 23 0.00 0.00 2. 0. 0.00 0.00 8. 2. 0.00 0.05 0.00 0. 0.00 0. 24 0.00 0.00 2. 0. 0.00 0.00 8. 2. 0.00 0.00 0.00 0. 0.00 0. 25 0.00 0.00 2. 0. 0.00 0.00 8. 2. 0.00 0.00 0.00 0. 0.00 0. 26 0.02 0.00 2. 0. 0.01 0.03 8. 2. 0.00 0.00 0.00 0. 0.00 0. 27 0.00 0.00 2. 0. 0.00 0.01 8. 2. 0.00 0.00 0.00 0. 0.00 0. 28 0.00 0.00 2. 0. 0.00 0.00 8. 2. 0.00 0.00 0.00 0. 0.00 0. 29 0.04 0.10 2. 0. 0.02 0.00 8. 2. 0.00 0.00 0.00 0. 0.00 0. 30 0.00 0.00 2. 0. 0.10 0.13 8. 2. 0.00 0.00 0.00 0. 0.00 0. 31 0.00 0.00 2. 0. 0.00 0.00 8. 2. 0.00 0.00 0.00 13. 0.00 22. TOTALS 0.64 1.06 51. 11. 0.79 1.08 242. 77. 0.64 1.39 1.13 13. 1.45 22. 1 UPPER COLORADO RIVER DAILY DATA COLLECTION FOR MARCH 2006 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 57 26 46 23 0.00 13 7 221 349 35 5 0.00 2 49 26 42 5 0.00 15 8 188 348 35 6 0.00 3 56 26 52 5 0.00 16 7 181 348 39 18 0.00 4 35 26 46 10 0.00 16 7 189 348 43 10 0.00 5 58 26 44 6 0.00 15 7 191 349 46 13 0.00 6 48 26 48 8 0.00 19 7 204 349 50 16 0.00 7 39 26 45 22 0.00 22 8 214 347 42 20 0.02 8 210 26 42 23 0.28 21 7 189 347 34 11 0.02 9 65 26 28 -1 0.02 17 7 178 347 30 12 0.00 10 82 26 29 7 0.02 18 7 180 349 26 5 0.00 11 67 26 28 -1 0.02 15 7 172 348 25 12 0.00 12 80 26 27 3 0.02 16 8 176 350 28 11 0.18 13 25 26 25 -2 0.06 15 7 178 351 23 -4 0.10 14 82 26 36 -6 0.00 14 7 187 347 36 -2 0.00 15 69 26 38 4 0.07 13 7 164 349 32 -7 0.07 16 14 26 35 -9 0.00 14 7 170 348 31 -5 0.00 17 78 26 43 8 0.00 16 8 176 347 43 16 0.00 18 82 26 45 10 0.00 15 7 175 346 39 17 0.00 19 119 26 41 17 0.15 20 7 185 349 32 17 0.54 20 83 26 33 15 0.01 14 7 176 350 31 5 0.00 21 56 26 37 -2 0.00 13 7 176 345 31 10 0.03 22 52 26 37 16 0.01 13 8 160 347 36 12 0.00 23 49 26 38 9 0.00 15 7 170 343 38 7 0.00 24 23 26 39 2 0.00 15 7 175 342 42 12 0.00 25 43 26 50 5 0.00 14 7 181 341 50 20 0.00 26 88 26 48 18 0.01 15 7 178 344 34 5 0.00 27 26 26 42 4 0.00 16 8 178 342 41 11 0.00 28 69 26 49 6 0.00 18 7 189 341 48 25 0.00 29 88 26 49 19 0.02 18 7 201 341 44 24 0.10 30 58 26 39 22 0.10 20 7 187 355 36 14 0.00 31 60 23 51 8 0.00 20 7 186 353 44 22 0.00