1 PICK SLOAN MISSOURI BASIN PROGRAM UNITED STATES BUREAU OF RECLAMATION WESTERN DIVISION WATER AND POWER SYSTEM AS OF 02/06/01 WATER AND POWER CONTROL DIVISION TIME: 07:12:49 LOVELAND, COLORADO JANUARY 2001 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) 234702 1 9010.75 234522 90 0 90 99 378 -180 198 99 0 99 0.00 38 -5 0 66 2 9010.68 234312 90 0 90 99 378 -210 168 84 0 84 0.00 31 -6 0 28 3 9010.61 234101 90 0 90 99 378 -211 167 84 0 84 0.00 36 0 0 59 4 9010.53 233862 81 0 81 116 394 -239 155 78 0 78 0.00 43 3 0 56 5 9010.45 233622 80 0 80 136 432 -240 192 96 0 96 0.00 47 7 0 61 6 9010.35 233322 80 0 80 138 436 -300 136 68 0 68 0.00 45 2 0 36 7 9010.26 233053 80 0 80 140 440 -269 171 86 0 86 0.00 31 -8 0 57 8 9010.16 232755 80 0 80 140 440 -298 142 71 0 71 0.00 37 -9 0 65 9 9010.07 232486 80 0 80 140 440 -269 171 86 0 86 0.00 42 1 0 24 10 9009.98 232218 80 0 80 139 438 -268 170 85 0 85 0.00 36 -2 0 53 11 9009.90 231979 80 0 80 139 438 -239 199 100 0 100 0.00 31 -1 0 57 12 9009.80 231682 80 0 80 138 436 -297 139 70 0 70 0.08 44 7 0 29 13 9009.72 231444 80 0 80 140 440 -238 202 101 0 101 0.05 22 0 0 64 14 9009.64 231207 80 0 80 141 442 -237 205 103 0 103 0.04 21 -13 0 57 15 9009.56 230969 80 0 80 141 442 -238 204 102 0 102 0.00 24 -13 0 34 16 9009.47 230702 80 0 80 140 440 -267 173 87 0 87 0.00 20 -15 0 65 17 9009.37 230406 80 0 80 140 440 -296 144 72 0 72 0.00 23 -16 0 26 18 9009.29 230170 80 0 80 140 440 -236 204 102 0 102 0.00 25 -5 0 66 19 9009.19 229874 80 0 80 140 440 -296 144 72 0 72 0.00 29 -3 0 37 20 9009.10 229609 80 0 80 140 440 -265 175 88 0 88 0.00 23 -7 0 39 21 9009.01 229343 80 0 80 140 440 -266 174 87 0 87 0.00 32 -8 0 56 22 9008.91 229049 80 0 80 140 440 -294 146 73 0 73 0.00 37 0 0 39 23 9008.81 228754 80 0 80 157 474 -295 179 90 0 90 0.00 35 0 0 64 24 9008.70 228431 80 0 80 161 482 -323 159 80 0 80 0.00 43 0 0 21 25 9008.60 228137 80 0 80 161 482 -294 188 94 0 94 0.00 31 3 0 86 26 9008.50 227844 80 0 80 161 482 -293 189 95 0 95 0.00 35 3 0 20 27 9008.39 227522 80 0 80 160 480 -322 158 79 0 79 0.00 33 3 0 61 28 9008.30 227259 80 0 80 160 480 -263 217 109 0 109 0.05 31 4 0 57 29 9008.20 226966 73 0 73 160 466 -293 173 87 0 87 0.01 19 -4 0 58 30 9008.10 226675 70 0 70 160 460 -291 169 85 0 85 0.01 17 -10 0 24 31 9007.99 226354 6 64 70 160 460 -321 139 70 0 70 0.01 24 -8 0 63 TOTAL CFS 2420 64 2484 4365 2683 0 2683 1528 TOTAL AF -8348 4840 128 4968 8730 13698 -8348 5350 5350 0 5366 0.25 32 -2 0 3056 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 02/06/01 WATER AND POWER CONTROL DIVISION TIME: 07:12:49 LOVELAND, COLORADO JANUARY 2001 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) 56531 1 7887.24 56531 156 0 156 309 0 309 156 9 0 165 0.00 33 -1 716 2 7887.17 56459 155 0 155 307 -72 235 118 -6 0 112 0.00 24 -4 741 3 7887.15 56438 160 0 160 317 -21 296 149 -7 0 142 0.00 22 -4 723 4 7887.07 56357 178 0 178 353 -81 272 137 -4 0 133 0.00 23 -1 689 5 7887.00 56285 177 0 177 351 -72 279 141 16 0 157 0.00 27 2 719 6 7886.88 56164 177 0 177 351 -121 230 116 -12 0 104 0.00 29 -3 797 7 7886.80 56083 178 0 178 353 -81 272 137 6 0 143 0.00 27 -13 729 8 7886.73 56013 180 0 180 357 -70 287 145 -9 0 136 0.00 16 -12 675 9 7886.58 55862 180 0 180 357 -151 206 104 6 0 110 0.00 15 3 657 10 7886.49 55771 179 0 179 355 -91 264 133 5 0 138 0.00 29 0 701 11 7886.41 55690 178 0 178 353 -81 272 137 20 0 157 0.00 30 0 725 12 7886.29 55569 170 0 170 337 -121 216 109 -11 0 98 0.00 28 11 775 13 7886.22 55499 179 0 179 355 -70 285 144 21 0 165 0.00 22 0 767 14 7886.14 55418 178 0 178 353 -81 272 137 23 0 160 0.00 27 -11 757 15 7886.02 55297 175 0 175 347 -121 226 114 22 0 136 0.16 18 -1 745 16 7885.95 55227 180 0 180 357 -70 287 145 7 0 152 0.00 24 -14 707 17 7885.80 55078 181 0 181 359 -149 210 106 -8 0 98 0.00 16 -7 661 18 7885.73 55008 181 0 181 359 -70 289 146 22 0 168 0.00 23 -3 646 19 7885.61 54889 177 0 177 351 -119 232 117 -8 0 109 0.00 26 -1 635 20 7885.49 54770 179 0 179 355 -119 236 119 8 0 127 0.00 24 -8 719 21 7885.41 54690 176 0 176 349 -80 269 136 7 0 143 0.03 24 -10 707 22 7885.29 54571 179 0 179 355 -119 236 119 -7 0 112 0.00 19 5 723 23 7885.22 54501 179 0 179 355 -70 285 144 10 0 154 0.00 26 -5 771 24 7885.07 54352 176 0 176 349 -149 200 101 -1 0 100 0.00 28 5 723 25 7885.05 54332 176 0 176 349 -20 329 166 14 0 180 0.00 32 9 727 26 7884.90 54184 175 0 175 347 -148 199 100 15 0 115 0.00 26 2 720 27 7884.83 54115 176 0 176 349 -69 280 141 -1 0 140 0.00 24 9 727 28 7884.75 54037 176 0 176 349 -78 271 137 29 0 166 0.14 23 13 740 29 7884.65 53939 180 0 180 357 -98 259 131 14 0 145 0.00 25 -2 738 30 7884.48 53772 178 0 178 353 -167 186 94 15 0 109 0.00 23 -8 700 31 7884.39 53684 177 0 177 351 -88 263 133 -1 0 132 0.00 19 -1 719 TOTAL CFS 5446 0 5446 4012 194 0 4206 22279 TOTAL AF -2847 10799 0 10799 10799 -2847 7952 7960 388 0 8340 0.33 24 -1 44188 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 02/06/01 WATER AND POWER CONTROL DIVISION TIME: 07:12:49 LOVELAND, COLORADO JANUARY 2001 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) 7976 1 8120.38 7985 7 0 0 1 0 0 8 16 9 25 13 2 8120.43 7997 7 0 0 0 0 0 7 14 12 26 13 3 8120.49 8011 7 0 0 0 0 0 7 14 14 28 14 4 8120.56 8027 7 0 0 0 0 0 7 14 16 30 15 5 8120.64 8046 7 0 0 0 0 0 7 14 19 33 17 6 8120.70 8061 7 0 0 1 0 0 8 16 15 31 16 7 8120.76 8075 7 0 0 0 0 0 7 14 14 28 14 8 8120.83 8091 7 0 0 0 0 0 7 14 16 30 15 9 8120.88 8103 7 0 0 0 0 0 7 14 12 26 13 10 8120.94 8117 7 0 0 0 0 0 7 14 14 28 14 11 8121.00 8132 7 0 0 1 0 0 8 16 15 31 16 12 8121.03 8139 7 0 0 0 0 0 7 14 7 21 11 13 8121.09 8153 7 0 0 0 0 0 7 14 14 28 14 14 8121.16 8170 7 0 0 0 0 0 7 14 17 31 16 15 8121.21 8182 7 0 0 0 0 0 7 14 12 26 13 16 8121.26 8194 7 0 0 1 0 0 8 16 12 28 14 17 8121.31 8206 7 0 0 0 0 0 7 14 12 26 13 18 8121.36 8218 7 0 0 0 0 0 7 14 12 26 13 19 8121.41 8230 7 0 0 0 0 0 7 14 12 26 13 20 8121.47 8245 7 0 0 0 0 0 7 14 15 29 15 21 8121.53 8259 7 0 0 1 0 0 8 16 14 30 15 22 8121.60 8276 7 0 0 0 0 0 7 14 17 31 16 23 8121.64 8286 7 0 0 0 0 0 7 14 10 24 12 24 8121.68 8296 7 0 0 0 0 0 7 14 10 24 12 25 8121.75 8313 7 0 0 0 0 0 7 14 17 31 16 26 8121.81 8327 7 0 0 1 0 0 8 16 14 30 15 27 8121.86 8339 7 0 0 0 0 0 7 14 12 26 13 28 8121.92 8354 7 0 0 0 0 0 7 14 15 29 15 29 8121.98 8369 7 0 0 0 0 0 7 14 15 29 15 30 8122.05 8386 7 0 0 0 0 0 7 14 17 31 16 31 8122.11 8401 7 0 0 1 0 0 8 16 15 31 16 TOTAL CFS 217 0 0 7 0 0 224 443 TOTAL AF 425 434 0 0 14 0 0 448 448 425 873 873 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 02/06/01 WATER AND POWER CONTROL DIVISION TIME: 07:12:49 LOVELAND, COLORADO JANUARY 2001 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 02/06/01 WATER AND POWER CONTROL DIVISION TIME: 07:12:49 LOVELAND, COLORADO JANUARY 2001 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 17767 1 8366.56 8366.71 17759 502 45 547 1085 -8 1077 1008 69 35 0.00 0.00 29 -10 2 8366.52 8366.71 17739 540 34 574 1139 -20 1119 1097 22 11 0.00 0.01 24 -4 3 8366.52 8366.68 17699 548 20 568 1127 -40 1087 1085 2 1 0.00 0.00 21 -14 4 8366.49 8366.69 17696 547 20 567 1125 -3 1122 1103 19 10 0.00 0.00 24 -10 5 8366.53 8366.71 17744 549 20 569 1129 48 1177 1111 66 33 0.00 0.00 28 -11 6 8366.56 8366.75 17812 550 20 570 1131 68 1199 1206 -7 -4 0.00 0.00 37 -6 7 8366.54 8366.74 17789 549 20 569 1129 -23 1106 1061 45 23 0.00 0.00 27 -8 8 8366.54 8366.74 17789 547 20 567 1125 0 1125 1065 60 30 0.00 0.00 19 -21 9 8366.54 8366.74 17789 545 20 565 1121 0 1121 1129 -8 -4 0.00 0.00 20 -18 10 8366.56 8366.76 17825 538 20 558 1107 36 1143 1146 -3 -2 0.00 0.00 33 -6 11 8366.53 8366.73 17770 537 20 557 1105 -55 1050 1018 32 16 0.00 0.00 30 -5 12 8366.54 8366.73 17775 540 20 560 1111 5 1116 1121 -5 -3 0.00 0.00 32 -7 13 8366.53 8366.70 17731 543 20 563 1117 -44 1073 1067 6 3 0.01 0.05 27 -6 14 8366.54 8366.71 17749 544 20 564 1119 18 1137 1067 70 35 0.00 0.02 25 1 15 8366.55 8366.75 17807 530 20 550 1091 58 1149 1152 -3 -2 0.00 0.00 22 -10 16 8366.54 8366.74 17789 536 20 556 1103 -18 1085 1039 46 23 0.00 0.00 21 -5 17 8366.53 8366.74 17784 536 20 556 1103 -5 1098 1079 19 10 0.00 0.00 16 -21 18 8366.51 8366.70 17721 542 20 562 1115 -63 1052 1077 -25 -13 0.00 0.03 19 -9 19 8366.52 8366.69 17712 544 20 564 1119 -9 1110 1121 -11 -6 0.00 0.00 28 1 20 8366.52 8366.70 17726 545 20 565 1121 14 1135 1160 -25 -13 0.04 0.03 23 -4 21 8366.53 8366.73 17770 546 20 566 1123 44 1167 1113 54 27 0.00 0.00 26 -11 22 8366.54 8366.74 17789 546 20 566 1123 19 1142 1111 31 16 0.00 0.00 22 -16 23 8366.52 8366.73 17765 547 20 567 1125 -24 1101 1107 -6 -3 0.00 0.00 31 -1 24 8366.55 8366.75 17807 546 20 566 1123 42 1165 1170 -5 -3 0.00 0.00 28 -10 25 8366.55 8366.75 17807 541 20 561 1113 0 1113 1057 56 28 0.05 0.09 28 -2 26 8366.54 8366.71 17749 496 20 516 1023 -58 965 940 25 13 0.00 0.08 27 5 27 8366.52 8366.68 17699 494 20 514 1020 -50 970 970 0 0 0.00 0.00 24 -4 28 8366.60 8366.76 17846 493 20 513 1018 147 1165 1144 21 11 0.01 0.05 26 -3 29 8366.55 8366.74 17794 498 20 518 1027 -52 975 918 57 29 0.04 0.17 23 12 30 8366.55 8366.72 17767 496 20 516 1023 -27 996 1000 -4 -2 0.00 0.01 19 -9 31 8366.55 8366.71 17754 495 20 515 1021 -13 1008 1012 -4 -2 0.01 0.02 17 -15 TOTAL CFS 16510 659 17169 297 25 -6 TOTAL AF -13 32747.1 1316 34061 34061 -13 34048 33454 594 591 0.16 0.56 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 02/06/01 WATER AND POWER CONTROL DIVISION TIME: 07:12:49 LOVELAND, COLORADO JANUARY 2001 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) 413351 1 8261.38 412460 508 20 0 5.0 533 1057 -891 166 84 45 0 0 39 74 0 2 8261.22 411442 553 20 0 5.0 578 1146 -1018 128 65 34 0 0 31 42 0 3 8261.07 410489 547 20 0 5.0 572 1135 -953 182 92 20 0 0 72 73 0 4 8260.90 409410 556 20 0 5.0 581 1152 -1079 73 37 20 0 0 17 27 0 5 8260.74 408395 560 20 0 5.0 585 1160 -1015 145 73 20 0 0 53 86 0 6 8260.56 407256 608 20 0 5.0 633 1256 -1139 117 59 20 0 0 39 35 0 7 8260.41 406307 535 20 0 5.0 560 1111 -949 162 82 20 0 0 62 85 0 8 8260.24 405234 537 20 0 5.0 562 1115 -1073 42 21 20 0 0 1 31 0 9 8260.07 404162 569 20 0 5.0 594 1178 -1072 106 53 20 0 0 33 29 0 10 8259.90 403091 578 20 0 5.0 603 1196 -1071 125 63 20 0 0 43 41 0 11 8259.75 402147 513 20 0 5.0 538 1067 -944 123 62 20 0 0 42 58 0 12 8259.59 401142 565 20 0 5.0 590 1170 -1005 165 83 20 0 0 63 60 0 13 8259.44 400200 538 20 0 5.0 563 1117 -942 175 88 20 0 0 68 71 0 14 8259.27 399135 538 20 0 5.0 563 1117 -1065 52 26 20 0 0 6 41 0 15 8259.09 398008 581 20 0 5.0 606 1202 -1127 75 38 20 0 0 18 16 0 16 8258.93 397008 524 20 0 5.0 549 1089 -1000 89 45 20 0 0 25 48 0 17 8258.77 396009 544 20 0 5.0 569 1129 -999 130 66 20 0 0 46 56 0 18 8258.61 395011 543 20 0 5.0 568 1127 -998 129 65 20 0 0 45 32 0 19 8258.44 393952 565 20 0 5.0 590 1170 -1059 111 56 20 0 0 36 30 0 20 8258.27 392894 585 20 0 5.0 610 1210 -1058 152 77 20 0 0 57 44 0 21 8258.10 391838 561 20 0 5.0 586 1162 -1056 106 53 20 0 0 33 60 0 22 8257.93 390784 560 20 0 5.0 585 1160 -1054 106 53 20 0 0 33 49 0 23 8257.76 389730 558 20 0 5.0 583 1156 -1054 102 51 20 0 0 31 28 0 24 8257.59 388678 590 20 0 5.0 615 1220 -1052 168 85 20 0 0 65 62 0 25 8257.43 387690 533 20 0 5.0 558 1107 -988 119 60 20 0 0 40 68 0 26 8257.29 386826 474 20 0 5.0 499 990 -864 126 64 20 0 0 44 57 0 27 8257.14 385901 489 20 0 5.0 514 1020 -925 95 48 20 0 0 28 28 0 28 8256.98 384915 577 20 0 5.0 602 1194 -986 208 105 20 0 0 85 96 0 29 8256.85 384116 463 20 0 5.0 488 968 -799 169 85 20 0 0 65 94 0 30 8256.69 383133 504 20 0 5.0 529 1049 -983 66 33 20 0 0 13 11 0 31 8256.53 382151 510 20 0 5.0 535 1061 -982 79 40 20 0 0 20 18 0 TOTAL CFS 16866 620 0 155.0 17641 1912 659 0 0 1253 1550 0 TOTAL AF -31200 33454 1240 0 307.4 34991 34991 -31200 3791 3791 1316 0 0 2483 3075 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 02/06/01 WATER AND POWER CONTROL DIVISION TIME: 07:12:49 LOVELAND, COLORADO JANUARY 2001 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. 759 2483 1 36.72 71.46 796 2455 9 995.7 502.0 0.00 993.7 501.0 28.0 25.0 0 0 0 0.00 39 23 2 36.82 71.41 800 2447 -4 1071.1 540.0 0.00 1039.3 524.0 7.0 25.0 0 0 0 0.00 48 13 3 37.30 71.36 820 2439 12 1086.9 548.0 0.00 1088.9 549.0 32.0 25.0 0 0 0 0.00 49 34 4 33.91 72.15 686 2569 -4 1085.0 547.0 0.00 1102.8 556.0 32.0 25.0 0 0 0 0.00 52 41 5 36.35 71.64 782 2485 12 1088.9 549.0 0.00 1085.0 547.0 29.0 25.0 0 0 0 0.00 53 43 6 35.52 71.83 749 2516 -2 1090.9 550.0 0.00 1094.9 552.0 25.0 24.0 0 0 0 0.00 51 26 7 35.64 71.74 754 2501 -10 1088.9 549.0 0.00 1096.9 553.0 25.0 26.0 0 0 0 0.00 38 9 8 37.13 71.38 813 2442 0 1085.0 547.0 0.00 1083.0 546.0 25.0 26.0 0 0 0 0.00 52 9 9 33.15 72.40 658 2611 14 1081.0 545.0 0.00 1085.0 547.0 34.0 25.0 0 0 0 0.00 53 5 10 35.91 71.69 764 2493 -12 1067.1 538.0 0.00 1081.0 545.0 27.0 26.0 0 0 0 0.00 41 21 11 38.24 71.14 858 2403 4 1065.1 537.0 0.00 1063.1 536.0 26.0 25.0 0 0 0 0.00 49 16 12 39.38 70.91 905 2366 10 1071.1 540.0 0.00 1067.1 538.0 28.0 25.0 0 0 0 0.00 51 17 13 36.14 71.74 773 2501 3 1077.0 543.0 0.00 1090.9 550.0 33.0 25.0 0 0 0 0.00 34 21 14 36.98 71.49 807 2460 -7 1079.0 544.0 0.00 1086.9 548.0 25.0 25.0 0 0 0 0.00 28 18 15 30.88 72.89 575 2694 2 1051.2 530.0 0.00 1096.9 553.0 50.0 26.0 0 0 0 0.00 26 4 16 31.46 72.65 595 2653 -21 1063.1 536.0 0.00 1086.9 548.0 27.0 26.0 0 0 0 0.04 23 -1 17 36.73 71.41 797 2447 -4 1063.1 536.0 0.00 1079.0 544.0 31.0 25.0 0 0 0 0.00 37 -9 18 35.67 71.68 755 2491 2 1075.0 542.0 0.00 1090.9 550.0 33.0 24.0 0 0 0 0.04 35 6 19 37.41 71.36 824 2439 17 1079.0 544.0 0.00 1085.0 547.0 36.0 25.0 0 0 0 0.00 46 13 20 36.94 71.50 805 2462 4 1081.0 545.0 0.00 1092.9 551.0 34.0 26.0 0 0 0 0.00 32 25 21 29.69 73.21 533 2749 15 1083.0 546.0 0.00 1096.9 553.0 38.0 24.0 0 0 0 0.00 38 5 22 32.05 72.72 617 2665 0 1083.0 546.0 0.00 1092.9 551.0 30.0 25.0 0 0 0 0.00 48 20 23 35.20 71.96 736 2537 -9 1085.0 547.0 0.00 1088.9 549.0 22.0 25.0 0 0 0 0.00 47 14 24 36.54 71.61 789 2480 -4 1083.0 546.0 0.00 1090.9 550.0 27.0 25.0 0 0 0 0.00 39 9 25 35.49 71.81 748 2513 -8 1073.1 541.0 0.00 1085.0 547.0 27.0 25.0 0 0 0 0.00 34 5 26 34.65 71.97 715 2539 -7 983.8 496.0 0.00 997.7 503.0 28.0 25.0 0 0 0 0.00 35 21 27 36.29 71.50 779 2462 -13 979.8 494.0 0.00 995.7 502.0 26.0 25.0 0 0 0 0.00 31 13 28 34.62 71.76 714 2504 -23 977.9 493.0 0.00 1005.6 507.0 27.0 25.0 0 0 0 0.00 32 10 29 33.84 71.94 684 2534 0 987.8 498.0 0.00 993.7 501.0 28.0 25.0 0 0 0 0.00 34 15 30 33.83 71.88 683 2524 -11 983.8 496.0 0.00 989.8 499.0 28.0 31.0 0 0 0 0.00 28 19 31 33.69 71.83 678 2516 -13 981.8 495.0 0.00 983.8 496.0 26.0 32.0 0 0 0 0.08 28 17 TOTAL CFS 16510.0 16643.0 894.0 791.0 0 TOTAL AF -81 33 -48 0.00 1773. 1569. 0 0 0 0.16 40 16 32747.1 33010.9 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 02/06/01 WATER AND POWER CONTROL DIVISION TIME: 07:12:49 LOVELAND, COLORADO JANUARY 2001 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) 1 502.0 0.0 0.0 8.0 530.0 1051 501.0 25.0 526.0 1043 9 28.0 2 540.0 0.0 0.0 8.0 547.0 1085 524.0 25.0 549.0 1089 -4 7.0 3 548.0 0.0 0.0 8.0 580.0 1150 549.0 25.0 574.0 1139 12 32.0 4 547.0 0.0 0.0 8.0 579.0 1148 556.0 25.0 581.0 1152 -4 32.0 5 549.0 0.0 0.0 8.0 578.0 1146 547.0 25.0 572.0 1135 12 29.0 6 550.0 0.0 0.0 8.0 575.0 1140 552.0 24.0 576.0 1142 -2 25.0 7 549.0 0.0 0.0 8.0 574.0 1139 553.0 26.0 579.0 1148 -10 25.0 8 547.0 0.0 0.0 8.0 572.0 1135 546.0 26.0 572.0 1135 0 25.0 9 545.0 0.0 0.0 8.0 579.0 1148 547.0 25.0 572.0 1135 14 34.0 10 538.0 0.0 0.0 8.0 565.0 1121 545.0 26.0 571.0 1133 -12 27.0 11 537.0 0.0 0.0 8.0 563.0 1117 536.0 25.0 561.0 1113 4 26.0 12 540.0 0.0 0.0 8.0 568.0 1127 538.0 25.0 563.0 1117 10 28.0 13 543.0 0.0 0.0 8.0 576.0 1142 550.0 25.0 575.0 1140 3 33.0 14 544.0 0.0 0.0 8.0 569.0 1129 548.0 25.0 573.0 1137 -7 25.0 15 530.0 0.0 0.0 8.0 580.0 1150 553.0 26.0 579.0 1148 2 50.0 16 536.0 0.0 0.0 8.0 563.0 1117 548.0 26.0 574.0 1139 -21 27.0 17 536.0 0.0 0.0 8.0 567.0 1125 544.0 25.0 569.0 1129 -4 31.0 18 542.0 0.0 0.0 8.0 575.0 1140 550.0 24.0 574.0 1139 2 33.0 19 544.0 0.0 0.0 9.0 580.0 1150 547.0 25.0 572.0 1135 17 36.0 20 545.0 0.0 0.0 8.0 579.0 1148 551.0 26.0 577.0 1144 4 34.0 21 546.0 0.0 0.0 8.0 584.0 1158 553.0 24.0 577.0 1144 15 38.0 22 546.0 0.0 0.0 8.0 576.0 1142 551.0 25.0 576.0 1142 0 30.0 23 547.0 0.0 0.0 8.0 569.0 1129 549.0 25.0 574.0 1139 -9 22.0 24 546.0 0.0 0.0 8.0 573.0 1137 550.0 25.0 575.0 1140 -4 27.0 25 541.0 0.0 0.0 8.0 568.0 1127 547.0 25.0 572.0 1135 -8 27.0 26 496.0 0.0 0.0 8.0 524.0 1039 503.0 25.0 528.0 1047 -7 28.0 27 494.0 0.0 0.0 8.0 520.0 1031 502.0 25.0 527.0 1045 -13 26.0 28 493.0 0.0 0.0 8.0 520.0 1031 507.0 25.0 532.0 1055 -23 27.0 29 498.0 0.0 0.0 8.0 526.0 1043 501.0 25.0 526.0 1043 0 28.0 30 496.0 0.0 0.0 8.0 524.0 1039 499.0 31.0 530.0 1051 -11 28.0 31 495.0 0.0 0.0 8.0 521.0 1033 496.0 32.0 528.0 1047 -13 26.0 TOTAL CFS 16510.0 0.0 249.0 17404.0 16643.0 791.0 17434.0 894.0 AF 32747.1 0.0 0.0 493.9 34520.3 34517 33010.9 1568.9 34579.8 34580 -48 1773.2 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 02/06/01 WATER AND POWER CONTROL DIVISION TIME: 07:12:49 LOVELAND, COLORADO JANUARY 2001 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 1570 619 73842 16182 1 73.5 1601 68.2 555 220.0 317.3 693.3 349.6 0.0 206.3 0.0 0.0 66.0 5723.77 74490 5323.07 16445 0 2 75.1 1734 64.2 400 204.0 318.1 641.3 323.3 0.0 206.7 0.0 0.0 65.7 5724.41 75129 5323.55 16728 0 3 72.5 1523 68.8 580 217.0 318.9 680.5 343.1 0.0 207.1 0.0 0.0 66.0 5724.99 75710 5324.11 17062 0 4 73.0 1562 68.9 584 219.0 319.6 685.2 345.5 0.0 207.5 0.0 0.0 67.2 5725.57 76293 5324.61 17363 0 5 73.6 1609 68.9 584 211.0 319.6 660.2 332.8 0.0 207.5 0.0 0.0 66.2 5725.57 0 5325.06 17637 0 6 74.7 1700 68.0 546 216.0 319.6 675.8 340.7 0.0 207.5 0.0 0.0 68.6 5725.57 0 5325.45 17876 0 7 75.0 1725 68.8 580 216.0 321.9 670.9 338.3 0.0 208.7 0.0 0.0 68.0 5727.38 78120 5325.87 18135 0 8 76.6 1864 66.7 494 214.0 322.7 663.2 334.4 0.0 209.1 0.0 0.0 66.8 5727.95 78698 5326.24 18365 0 9 77.2 1918 66.5 486 217.0 323.5 670.9 338.2 0.0 209.5 0.0 0.0 66.9 5728.54 79298 5326.46 18503 0 10 77.2 1918 68.1 551 211.0 324.3 650.7 328.1 0.0 209.9 0.0 0.0 65.8 5729.15 79919 5327.24 18996 0 11 76.8 1882 69.5 610 216.0 325.0 664.6 335.1 0.0 210.2 0.0 0.0 68.4 5729.73 80512 5327.69 19283 0 12 77.7 1963 68.1 551 212.0 325.0 652.3 328.9 0.0 210.2 0.0 0.0 66.9 5729.73 0 5000.00 0 0 13 76.8 1882 67.0 506 216.0 325.0 664.6 335.1 0.0 210.2 0.0 0.0 66.1 5729.73 0 5000.00 0 0 14 72.9 1554 70.5 654 216.0 327.4 659.8 332.7 0.0 211.3 0.0 0.0 66.3 5731.50 82329 5329.61 20535 0 15 69.6 1316 71.2 685 216.0 328.0 658.5 332.0 0.0 211.6 0.0 0.0 70.2 5731.99 82835 5000.00 0 0 16 69.7 1322 69.6 614 206.0 328.9 626.3 315.8 0.0 212.0 0.0 0.0 70.3 5732.66 83527 5000.00 0 0 17 70.4 1370 68.8 580 214.0 329.7 649.1 327.3 0.0 212.3 0.0 0.0 69.0 5733.23 84118 5331.30 21674 0 18 71.1 1419 68.8 580 216.0 330.4 653.7 329.6 0.0 212.7 0.0 0.0 68.9 5733.80 84710 5331.80 22017 0 19 71.6 1456 68.8 580 207.0 330.4 626.5 315.8 0.0 212.7 0.0 0.0 68.8 5733.80 0 5000.00 0 0 20 72.1 1493 69.0 588 213.0 330.4 644.6 325.0 0.0 212.7 0.0 0.0 68.9 5733.80 0 5000.00 0 0 21 72.8 1546 69.0 588 213.0 332.7 640.2 322.7 0.0 213.6 0.0 0.0 69.0 5735.50 86485 5332.91 22790 0 22 73.7 1617 68.3 559 209.0 333.5 626.7 316.0 0.0 213.9 0.0 0.0 68.9 5736.05 87061 5333.27 23044 0 23 74.8 1708 67.6 530 214.0 334.3 640.1 322.7 0.0 214.3 0.0 0.0 68.1 5736.65 87692 5333.70 23349 0 24 75.9 1802 67.1 510 213.0 335.1 635.7 320.5 0.0 214.6 0.0 0.0 67.4 5737.22 88292 5334.07 23613 0 25 77.0 1900 66.4 482 213.0 335.8 634.4 319.8 0.0 214.8 0.0 0.0 66.7 5737.72 88820 5000.00 0 0 26 77.0 1900 65.9 463 202.0 335.8 601.6 303.3 0.0 214.8 0.0 0.0 66.1 5737.72 0 5000.00 0 0 27 77.2 1918 65.5 447 212.0 335.8 631.4 318.3 0.0 214.8 0.0 0.0 65.6 5737.72 0 5000.00 0 0 28 77.3 1927 65.3 440 211.0 338.1 624.1 314.7 0.0 215.7 0.0 0.0 65.3 5739.38 90580 5335.70 24798 0 29 77.3 1927 65.6 451 199.0 338.8 587.3 296.1 0.0 215.9 0.0 0.0 65.4 5739.92 91155 5000.00 0 0 30 77.3 1927 66.2 474 211.0 339.5 621.5 313.3 0.0 216.2 0.0 0.0 65.9 5740.43 91694 5336.31 25249 0 31 77.2 1918 66.6 490 210.0 340.3 617.1 311.1 0.0 216.4 0.0 0.0 66.5 5740.97 92272 5336.68 25525 0 TOTAL CFS 10109.6 TOTAL AF 348 -129 6584.0 20052.120052.1 0.0 0.0 0.0 18430 9343 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 02/06/01 WATER AND POWER CONTROL DIVISION TIME: 07:12:49 LOVELAND, COLORADO JANUARY 2001 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 0.00 154.00 2 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 172.00 3 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 192.00 4 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 174.00 5 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 159.00 6 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 159.00 7 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 159.00 8 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 159.00 9 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 159.00 10 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 162.00 11 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 160.00 12 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 165.00 13 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 248.00 14 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 282.00 15 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 284.00 16 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 227.00 17 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 187.00 18 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 177.00 19 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 177.00 20 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 177.00 21 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 177.00 22 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 178.00 23 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 179.00 24 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 175.00 25 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 176.00 26 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 177.00 27 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 177.00 28 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 176.00 29 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 171.00 30 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 163.00 31 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 163.00 TOTAL CFS 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 5645.00 TOTAL AF 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 11196.69 ADJUSTMENT AF 12.40 TOTAL FLOW OR DELIVERY AF 11184.29 METERED DELIVERY AF 458.70 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 02/06/01 WATER AND POWER CONTROL DIVISION TIME: 07:12:49 LOVELAND, COLORADO JANUARY 2001 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) 9831.70 1 0.00 0.00 0.00 7.00 0.00 0.00 7.00 9845.70 2 0.00 0.00 0.00 7.00 0.00 0.00 7.00 9859.70 3 0.00 0.00 0.00 7.00 0.00 0.00 7.00 9873.70 4 0.00 0.00 0.00 7.00 0.00 0.00 7.00 9887.70 5 0.00 0.00 0.00 7.00 0.00 0.00 7.00 9901.70 6 0.00 0.00 0.00 7.00 0.00 0.00 7.00 9915.70 7 0.00 0.00 0.00 7.00 0.00 0.00 7.00 9929.70 8 0.00 0.00 0.00 7.00 0.00 0.00 7.00 9943.70 9 0.00 0.00 0.00 7.00 0.00 0.00 7.00 9957.70 10 0.00 0.00 0.00 7.00 0.00 0.00 7.00 9971.70 11 0.00 0.00 0.00 7.00 0.00 0.00 7.00 9985.70 12 0.00 0.00 0.00 7.00 0.00 0.00 7.00 9999.70 13 0.00 0.00 0.00 7.00 0.00 0.00 7.00 10013.70 14 0.00 0.00 0.00 7.00 0.00 0.00 7.00 10027.70 15 0.00 0.00 0.00 7.00 0.00 0.00 7.00 10041.70 16 0.00 0.00 0.00 7.00 0.00 0.00 7.00 10055.70 17 0.00 0.00 0.00 7.00 0.00 0.00 7.00 10069.70 18 0.00 0.00 0.00 7.00 0.00 0.00 7.00 10083.70 19 0.00 0.00 0.00 7.00 0.00 0.00 7.00 10097.70 20 0.00 0.00 0.00 7.00 0.00 0.00 7.00 10111.70 21 0.00 0.00 0.00 7.00 0.00 0.00 7.00 10125.70 22 0.00 0.00 0.00 7.00 0.00 0.00 7.00 10139.70 23 0.00 0.00 0.00 7.00 0.00 0.00 7.00 10153.70 24 0.00 0.00 0.00 7.00 0.00 0.00 7.00 10167.70 25 0.00 0.00 0.00 7.00 0.00 0.00 7.00 10181.70 26 0.00 0.00 0.00 7.00 0.00 0.00 7.00 10195.70 27 0.00 0.00 0.00 7.00 0.00 0.00 7.00 10209.70 28 0.00 0.00 0.00 7.00 0.00 0.00 7.00 10223.70 29 0.00 0.00 0.00 7.00 0.00 0.00 7.00 10237.70 30 0.00 0.00 0.00 7.00 0.00 0.00 7.00 10251.70 31 0.00 0.00 0.00 7.00 0.00 0.00 7.00 10265.70 TOTAL CFS 0.00 0.00 0.00 217.00 0.00 0.00 217.00 TOTAL AF 0.00 0.00 0.00 434.00 0.00 0.00 434.00 10265.70 METERED DELIVERY AF 2.60 1288.70 12.40 0.00 1060.40 2364.10 12629.80 TOTAL FLOW OR DELIVERY AF * 2.60 1288.70 0.00 446.40 0.00 1060.40 2798.10 12629.80 NON-CHARGE DELIVERY AF 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1719.70 METERED DELIVERY AF 1 CBT PROJECT JANUARY 2001 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 0. 0. 0.00 0.00 0. 0. 0.00 0.00 0.10 0. 0.00 0. 2 0.00 0.00 0. 0. 0.00 0.01 0. 0. 0.00 0.00 0.00 0. 0.00 0. 3 0.00 0.00 0. 0. 0.00 0.00 0. 0. 0.00 0.00 0.00 0. 0.00 0. 4 0.00 0.00 0. 0. 0.00 0.00 0. 0. 0.00 0.00 0.00 0. 0.00 0. 5 0.00 0.00 0. 0. 0.00 0.00 0. 0. 0.00 0.00 0.00 0. 0.00 0. 6 0.00 0.00 0. 0. 0.00 0.00 0. 0. 0.00 0.00 0.00 0. 0.00 0. 7 0.00 0.00 0. 0. 0.00 0.00 0. 0. 0.00 0.00 0.00 0. 0.00 0. 8 0.00 0.00 0. 0. 0.00 0.00 0. 0. 0.00 0.00 0.00 0. 0.00 0. 9 0.00 0.00 0. 0. 0.00 0.00 0. 0. 0.00 0.00 0.00 0. 0.00 0. 10 0.00 0.00 0. 0. 0.00 0.00 0. 0. 0.00 0.00 0.00 0. 0.00 0. 11 0.00 0.00 0. 0. 0.00 0.00 0. 0. 0.00 0.00 0.00 0. 0.00 0. 12 0.08 0.00 0. 0. 0.00 0.00 0. 0. 0.00 0.00 0.00 0. 0.00 0. 13 0.05 0.00 0. 0. 0.01 0.05 0. 0. 0.00 0.00 0.00 0. 0.00 0. 14 0.04 0.00 0. 0. 0.00 0.02 0. 0. 0.00 0.00 0.00 0. 0.00 0. 15 0.00 0.16 0. 0. 0.00 0.00 0. 0. 0.00 0.00 0.11 0. 0.00 0. 16 0.00 0.00 0. 0. 0.00 0.00 0. 0. 0.04 0.20 0.06 0. 0.19 0. 17 0.00 0.00 0. 0. 0.00 0.00 0. 0. 0.00 0.00 0.00 0. 0.00 0. 18 0.00 0.00 0. 0. 0.00 0.03 0. 0. 0.04 0.00 0.00 0. 0.00 0. 19 0.00 0.00 0. 0. 0.00 0.00 0. 0. 0.00 0.02 0.00 0. 0.00 0. 20 0.00 0.00 0. 0. 0.04 0.03 0. 0. 0.00 0.00 0.00 0. 0.00 0. 21 0.00 0.03 0. 0. 0.00 0.00 0. 0. 0.00 0.00 0.00 0. 0.00 0. 22 0.00 0.00 0. 0. 0.00 0.00 0. 0. 0.00 0.00 0.00 0. 0.00 0. 23 0.00 0.00 0. 0. 0.00 0.00 0. 0. 0.00 0.00 0.00 0. 0.00 0. 24 0.00 0.00 0. 0. 0.00 0.00 0. 0. 0.00 0.00 0.00 0. 0.00 0. 25 0.00 0.00 0. 0. 0.05 0.09 0. 0. 0.00 0.00 0.00 0. 0.00 0. 26 0.00 0.00 0. 0. 0.00 0.08 0. 0. 0.00 0.00 0.00 0. 0.00 0. 27 0.00 0.00 0. 0. 0.00 0.00 0. 0. 0.00 0.00 0.00 0. 0.12 0. 28 0.05 0.14 0. 0. 0.01 0.05 0. 0. 0.00 0.00 0.22 0. 0.10 0. 29 0.01 0.00 0. 0. 0.04 0.17 0. 0. 0.00 0.15 0.00 0. 0.18 0. 30 0.01 0.00 0. 0. 0.00 0.01 0. 0. 0.00 0.00 0.00 0. 0.00 0. 31 0.01 0.00 0. 0. 0.01 0.02 0. 0. 0.08 0.00 0.00 0. 0.00 0. TOTALS 0.25 0.33 0. 0. 0.16 0.56 0. 0. 0.16 0.37 0.49 0. 0.59 0. 1 UPPER COLORADO RIVER DAILY DATA COLLECTION FOR JANUARY 2001 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 74 25 29 -10 0.00 13 8 156 156 33 -1 0.00 2 42 25 24 -4 0.00 13 7 118 155 24 -4 0.00 3 73 25 21 -14 0.00 14 7 149 160 22 -4 0.00 4 27 25 24 -10 0.00 15 7 137 178 23 -1 0.00 5 86 25 28 -11 0.00 17 7 141 177 27 2 0.00 6 35 25 37 -6 0.00 16 8 116 177 29 -3 0.00 7 85 25 27 -8 0.00 14 7 137 178 27 -13 0.00 8 31 25 19 -21 0.00 15 7 145 180 16 -12 0.00 9 29 25 20 -18 0.00 13 7 104 180 15 3 0.00 10 41 25 33 -6 0.00 14 7 133 179 29 0 0.00 11 58 25 30 -5 0.00 16 8 137 178 30 0 0.00 12 60 25 32 -7 0.00 11 7 109 170 28 11 0.00 13 71 25 27 -6 0.01 14 7 144 179 22 0 0.00 14 41 25 25 1 0.00 16 7 137 178 27 -11 0.00 15 16 25 22 -10 0.00 13 7 114 175 18 -1 0.16 16 48 25 21 -5 0.00 14 8 145 180 24 -14 0.00 17 56 25 16 -21 0.00 13 7 106 181 16 -7 0.00 18 32 25 19 -9 0.00 13 7 146 181 23 -3 0.00 19 30 25 28 1 0.00 13 7 117 177 26 -1 0.00 20 44 25 23 -4 0.04 15 7 119 179 24 -8 0.00 21 60 25 26 -11 0.00 15 8 136 176 24 -10 0.03 22 49 25 22 -16 0.00 16 7 119 179 19 5 0.00 23 28 25 31 -1 0.00 12 7 144 179 26 -5 0.00 24 62 25 28 -10 0.00 12 7 101 176 28 5 0.00 25 68 25 28 -2 0.05 16 7 166 176 32 9 0.00 26 57 25 27 5 0.00 15 8 100 175 26 2 0.00 27 28 25 24 -4 0.00 13 7 141 176 24 9 0.00 28 96 25 26 -3 0.01 15 7 137 176 23 13 0.14 29 94 25 23 12 0.04 15 7 131 180 25 -2 0.00 30 11 25 19 -9 0.00 16 7 94 178 23 -8 0.00 31 18 25 17 -15 0.01 16 8 133 177 19 -1 0.00