1 PICK SLOAN MISSOURI BASIN PROGRAM UNITED STATES BUREAU OF RECLAMATION WESTERN DIVISION WATER AND POWER SYSTEM AS OF 04/10/01 WATER AND POWER CONTROL DIVISION TIME: 13:25:05 LOVELAND, COLORADO MARCH 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) 216741 1 9004.46 216264 80 0 80 240 640 -477 163 82 0 82 0.00 34 4 0 58 2 9004.28 215759 80 0 80 240 640 -505 135 68 0 68 0.00 35 2 0 51 3 9004.10 215256 80 0 80 240 640 -503 137 69 0 69 0.00 37 3 0 44 4 9003.94 214810 80 0 80 240 640 -446 194 97 0 97 0.00 44 4 0 44 5 9003.76 214309 80 0 80 240 640 -501 139 70 0 70 0.00 49 10 0 47 6 9003.60 213864 80 0 80 240 640 -445 195 98 0 98 0.02 43 19 0 44 7 9003.41 213337 80 0 80 240 640 -527 113 57 0 57 0.00 45 15 0 63 8 9003.24 212866 80 0 80 240 640 -471 169 85 0 85 0.00 42 15 0 52 9 9003.07 212396 80 0 80 240 640 -470 170 85 0 85 0.00 45 23 0 54 10 9002.91 211955 80 0 80 240 640 -441 199 100 0 100 0.06 33 17 0 68 11 9002.75 211514 80 0 80 240 640 -441 199 100 0 100 0.15 29 17 0 67 12 9002.58 211047 80 0 80 240 640 -467 173 87 0 87 0.05 28 18 0 55 13 9002.43 210635 80 0 80 242 644 -412 232 116 0 116 0.00 38 15 0 44 14 9002.27 210197 68 0 68 242 620 -438 182 91 0 91 0.18 31 12 0 61 15 9002.13 209814 52 0 52 242 588 -383 205 103 0 103 0.00 26 4 0 54 16 9001.97 209377 52 0 52 240 584 -437 147 74 0 74 0.00 34 12 0 68 17 9001.81 208940 52 0 52 240 584 -437 147 74 0 74 0.01 39 11 0 41 18 9001.68 208587 52 0 52 240 584 -353 231 116 0 116 0.04 32 12 0 68 19 9001.54 208206 52 0 52 204 512 -381 131 66 0 66 0.00 41 15 0 42 20 9001.41 207853 52 0 52 200 504 -353 151 76 0 76 0.00 49 25 0 59 21 9001.32 207609 52 0 52 200 504 -244 260 130 0 130 0.14 51 25 0 89 22 9001.21 207311 48 5 53 200 506 -298 208 104 0 104 0.01 48 23 0 103 23 9001.09 206987 52 0 52 200 504 -324 180 90 0 90 0.04 48 24 0 101 24 9000.99 206716 52 0 52 200 504 -271 233 117 0 117 0.05 50 25 0 130 25 9000.90 206474 52 0 52 200 504 -242 262 131 0 131 0.04 49 28 0 93 26 9000.83 206285 52 0 52 159 422 -189 233 117 0 117 0.07 45 23 0 141 27 9000.76 206096 52 0 52 151 406 -189 217 109 0 109 0.00 39 10 0 90 28 9000.68 205881 52 0 52 151 406 -215 191 96 0 96 0.02 38 15 0 95 29 9000.42 205719 52 0 52 151 406 -162 244 122 0 122 0.03 38 19 0 112 30 9000.55 205531 52 0 52 151 406 -188 218 109 0 109 0.00 40 24 0 92 31 9000.47 205316 52 0 52 148 400 -215 185 93 0 93 0.00 48 26 0 92 TOTAL CFS 1988 5 1993 6641 2932 0 2932 2222 TOTAL AF -11425 3976 10 3986 13282 17268 -11425 5843 5843 0 5864 0.91 40 16 0 4444 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 04/10/01 WATER AND POWER CONTROL DIVISION TIME: 13:25:05 LOVELAND, COLORADO MARCH 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) 51030 1 7881.55 50955 175 0 175 347 -75 273 138 2 0 140 0.00 34 12 769 2 7881.48 50889 164 0 164 325 -66 260 131 -13 0 118 0.00 38 7 738 3 7881.41 50823 157 0 157 311 -66 246 124 -12 0 112 0.00 34 5 719 4 7881.33 50748 161 0 161 319 -75 245 124 17 0 141 0.00 41 11 722 5 7881.26 50682 160 0 160 317 -66 252 127 -11 0 116 0.00 44 16 749 6 7881.19 50616 157 0 157 311 -66 246 124 18 0 142 0.00 44 16 713 7 7881.16 50588 157 0 157 311 -28 284 143 -24 0 119 0.00 48 16 772 8 7881.11 50541 155 0 155 307 -47 261 132 5 0 137 0.00 48 22 793 9 7881.06 50494 157 0 157 311 -47 265 134 5 0 139 0.00 46 25 748 10 7881.04 50475 157 0 157 311 -19 293 148 20 0 168 0.00 38 16 762 11 7881.02 50456 156 0 156 309 -19 291 147 20 0 167 0.25 34 19 767 12 7880.97 50409 158 0 158 313 -47 267 135 7 0 142 0.00 31 24 723 13 7880.89 50335 153 8 161 319 -74 246 124 36 0 160 0.00 43 11 728 14 7880.82 50270 161 0 161 319 -65 255 129 23 0 152 0.16 33 14 725 15 7880.71 50168 157 0 157 311 -102 210 106 51 0 157 0.00 31 13 711 16 7880.63 50093 158 0 158 313 -75 239 120 22 0 142 0.00 33 17 685 17 7880.49 49963 158 0 158 313 -130 184 93 22 0 115 0.00 40 18 747 18 7880.41 49889 157 0 157 311 -74 238 120 64 0 184 0.00 36 11 762 19 7880.27 49759 159 0 159 315 -130 186 94 14 0 108 0.00 43 23 775 20 7880.19 49685 148 0 148 294 -74 221 111 24 0 135 0.00 53 28 761 21 7880.19 49685 140 0 140 278 0 279 141 78 0 219 0.14 54 30 806 22 7880.22 49712 142 0 142 282 27 310 156 51 0 207 0.00 52 30 878 23 7880.24 49731 143 0 143 284 19 304 153 38 0 191 0.00 49 21 922 24 7880.32 49805 144 0 144 286 74 361 182 65 0 247 0.00 53 28 950 25 7880.32 49805 144 0 144 286 0 287 145 79 0 224 0.19 52 27 976 26 7880.44 49917 136 0 136 270 112 383 193 65 0 258 0.05 46 26 913 27 7880.46 49935 132 0 132 262 18 281 142 57 0 199 0.00 40 18 947 28 7880.49 49963 132 0 132 262 28 291 147 44 0 191 0.00 39 24 942 29 7880.55 50019 135 0 135 268 56 325 164 70 0 234 0.00 38 26 931 30 7880.55 50019 143 0 143 284 0 285 144 57 0 201 0.00 42 27 901 31 7880.55 50019 143 0 143 284 0 285 144 41 0 185 0.00 47 36 836 TOTAL CFS 4699 8 4707 4215 935 0 5150 24871 TOTAL AF -1011 9317 16 9333 9333 -1011 8353 8363 1856 0 10216 0.79 42 20 49329 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 04/10/01 WATER AND POWER CONTROL DIVISION TIME: 13:25:05 LOVELAND, COLORADO MARCH 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) 8774 1 8123.67 8792 7 0 0 0 0 0 7 14 18 32 16 2 8123.71 8803 7 0 0 1 0 0 8 16 11 27 14 3 8123.76 8815 7 0 0 0 0 0 7 14 12 26 13 4 8123.81 8828 7 0 0 0 0 0 7 14 13 27 14 5 8123.86 8841 7 0 0 0 0 0 7 14 13 27 14 6 8123.92 8857 7 0 0 0 0 0 7 14 16 30 15 7 8123.97 8870 7 0 0 1 0 0 8 16 13 29 15 8 8124.03 8885 7 0 0 0 0 0 7 14 15 29 15 9 8124.10 8903 7 0 0 0 0 0 7 14 18 32 16 10 8124.17 8921 7 0 0 0 0 0 7 14 18 32 16 11 8124.25 8942 7 0 0 0 0 0 7 14 21 35 18 12 8124.34 8966 7 0 0 1 0 0 8 16 24 40 20 13 8124.39 8979 7 0 0 0 0 0 7 14 13 27 14 14 8124.46 8997 7 0 0 0 0 0 7 14 18 32 16 15 8124.54 9018 7 0 0 0 0 0 7 14 21 35 18 16 8124.60 9034 7 0 0 0 0 0 7 14 16 30 15 17 8124.66 9049 7 0 0 1 0 0 8 16 15 31 16 18 8124.73 9068 7 0 0 0 0 0 7 14 19 33 17 19 8124.79 9083 7 0 0 0 0 0 7 14 15 29 15 20 8124.85 9099 7 0 0 0 0 0 7 14 16 30 15 21 8124.95 9126 7 0 0 0 0 0 7 14 27 41 21 22 8125.06 9155 7 0 0 1 0 0 8 16 29 45 23 23 8125.16 9182 7 0 0 0 0 0 7 14 27 41 21 24 8125.27 9211 6 0 0 0 0 0 6 12 29 41 21 25 8125.44 9257 6 0 0 0 0 0 6 12 46 58 29 26 8125.56 9289 7 0 0 0 8 0 15 30 32 62 31 27 8125.58 9294 7 0 0 1 15 0 23 46 5 51 26 28 8125.15 9179 7 0 0 1 7 68 83 165 -115 50 25 29 8124.64 9044 7 0 0 1 1 86 95 188 -135 53 27 30 8124.06 8893 7 0 0 1 0 47 55 109 -151 -41 -20 31 8124.17 8921 7 0 0 1 0 0 8 16 28 44 22 TOTAL CFS 215 0 0 10 31 201 457 538 TOTAL AF 147 430 0 0 20 62 399 910 910 147 1058 1058 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 04/10/01 WATER AND POWER CONTROL DIVISION TIME: 13:25:05 LOVELAND, COLORADO MARCH 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 04/10/01 WATER AND POWER CONTROL DIVISION TIME: 13:25:05 LOVELAND, COLORADO MARCH 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 17741 1 8366.55 8366.70 17741 502 20 522 1035 0 1037 958 79 40 0.10 0.11 33 10 2 8366.54 8366.71 17749 501 20 521 1033 8 1043 988 55 28 0.00 0.02 35 6 3 8366.54 8366.70 17736 501 20 521 1033 -13 1022 988 34 17 0.00 0.00 36 -1 4 8366.55 8366.70 17741 502 20 522 1035 5 1042 982 60 30 0.00 0.00 41 0 5 8366.56 8366.73 17785 501 20 521 1033 44 1079 1053 26 13 0.00 0.00 44 2 6 8366.56 8366.73 17785 502 20 522 1035 0 1037 1025 12 6 0.00 0.02 44 12 7 8366.57 8366.73 17790 504 20 524 1039 5 1046 1025 21 11 0.00 0.02 49 16 8 8366.54 8366.71 17749 502 20 522 1035 -41 996 938 58 29 0.00 0.00 45 11 9 8366.55 8366.70 17741 503 20 523 1037 -8 1031 998 33 17 0.00 0.00 45 15 10 8366.57 8366.72 17777 505 20 525 1041 36 1079 1033 46 23 0.00 0.00 41 20 11 8366.56 8366.70 17746 505 20 525 1041 -31 1012 992 20 10 0.02 0.06 34 15 12 8366.60 8366.78 17873 500 20 520 1031 127 1160 1109 51 26 0.00 0.10 31 17 13 8366.55 8366.70 17741 488 20 508 1008 -132 878 885 -7 -4 0.01 0.02 39 22 14 8366.61 8366.76 17851 483 20 503 998 110 1110 1053 57 29 0.01 0.12 36 13 15 8366.57 8366.74 17804 483 20 503 998 -47 953 845 108 54 0.10 0.16 32 13 16 8366.59 8366.70 17761 468 20 488 968 -43 927 831 96 48 0.02 0.03 34 10 17 8366.59 8366.66 17707 253 20 273 541 -54 489 500 -11 -6 0.00 0.00 44 21 18 8366.61 8366.71 17785 250 20 270 536 78 616 553 63 32 0.01 0.08 36 12 19 8366.67 8366.74 17855 215 20 235 466 70 538 464 74 37 0.00 0.00 39 10 20 8366.54 8366.59 17590 116 20 136 270 -265 7 12 -5 -3 0.00 0.00 48 18 21 8366.51 8366.57 17548 8 20 28 56 -42 16 0 16 8 0.00 0.00 46 24 22 8366.58 8366.65 17689 18 20 38 75 141 218 161 57 29 0.05 0.02 51 30 23 8366.58 8366.64 17676 1 20 21 42 -13 31 0 31 16 0.01 0.00 47 23 24 8366.56 8366.63 17653 1 20 21 42 -23 21 0 21 11 0.00 0.00 48 17 25 8366.58 8366.65 17689 1 20 21 42 36 80 0 80 40 0.00 0.00 48 30 26 8366.60 8366.66 17713 0 20 20 40 24 66 0 66 33 0.25 0.44 40 30 27 8366.60 8366.66 17713 0 20 20 40 0 42 0 42 21 0.00 0.00 41 19 28 8366.60 8366.65 17700 0 20 20 40 -13 29 0 29 15 0.00 0.04 36 16 29 8366.61 8366.67 17732 0 20 20 40 32 74 0 74 37 0.06 0.04 37 24 30 8366.60 8366.66 17713 0 20 20 40 -19 23 0 23 12 0.00 0.04 40 20 31 8366.60 8366.65 17700 0 20 20 40 -13 29 0 29 15 0.00 0.01 42 23 TOTAL CFS 8813 620 9433 674 41 16 TOTAL AF -41 17480.3 1240 18710 18710 -41 18731 17393 1338 1340 0.64 1.33 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 04/10/01 WATER AND POWER CONTROL DIVISION TIME: 13:25:05 LOVELAND, COLORADO MARCH 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) 356343 1 8252.10 355454 483 20 0 5.0 508 1008 -889 127 64 20 0 0 44 84 0 2 8251.94 354508 498 20 0 5.0 523 1037 -946 99 50 20 0 0 30 58 0 3 8251.78 353562 498 20 0 5.0 523 1037 -946 98 49 20 0 0 29 46 0 4 8251.62 352618 495 20 0 5.0 520 1031 -944 94 47 20 0 0 27 57 0 5 8251.44 351558 531 20 0 5.0 556 1103 -1060 50 25 20 0 0 5 18 0 6 8251.28 350616 517 20 0 5.0 542 1075 -942 140 71 20 0 0 51 57 0 7 8251.12 349676 517 20 0 5.0 542 1075 -940 142 72 20 0 0 52 63 0 8 8250.97 348795 473 20 0 5.0 498 988 -881 114 57 20 0 0 37 66 0 9 8250.80 347799 503 20 0 5.0 528 1047 -996 58 29 20 0 0 9 26 0 10 8250.63 346804 521 20 0 5.0 546 1083 -995 95 48 20 0 0 28 51 0 11 8250.48 345927 500 20 0 5.0 525 1041 -877 171 86 20 0 0 66 76 0 12 8250.31 344935 559 20 0 5.0 584 1158 -992 173 87 20 0 0 67 93 0 13 8250.17 344118 446 20 0 5.0 471 934 -817 124 63 20 0 0 43 39 0 14 8250.01 343187 531 20 0 5.0 556 1103 -931 179 90 20 0 0 70 99 0 15 8249.87 342372 426 20 0 5.0 451 895 -815 87 44 20 0 0 24 78 0 16 8249.74 341617 419 20 0 5.0 444 881 -755 133 67 20 0 0 47 95 0 17 8249.66 341153 252 20 0 5.0 277 549 -464 92 46 20 0 0 26 20 0 18 8249.56 340573 279 20 0 5.0 304 603 -580 30 15 20 0 0 -5 27 0 19 8249.50 340225 234 20 0 5.0 259 514 -348 173 87 20 0 0 67 104 0 20 8249.50 340225 6 20 0 5.0 31 61 0 68 34 20 0 0 14 11 0 21 8249.51 340283 0 20 0 5.0 25 50 58 115 58 20 0 0 38 46 0 22 8249.51 340283 81 20 0 5.0 106 210 0 217 109 20 0 0 89 118 0 23 8249.52 340341 0 20 0 5.0 25 50 58 115 58 20 0 0 38 54 0 24 8249.53 340399 0 20 0 5.0 25 50 58 115 58 20 0 0 38 49 0 25 8249.57 340631 0 20 0 5.0 25 50 232 289 146 20 0 0 126 166 0 26 8249.61 340863 0 20 0 5.0 25 50 232 289 146 20 0 0 126 159 0 27 8249.62 340921 0 20 0 5.0 25 50 58 115 58 20 0 0 38 59 0 28 8249.67 341211 0 20 0 5.0 25 50 290 347 175 20 68 0 87 102 0 29 8249.72 341501 0 20 0 5.0 25 50 290 347 175 20 86 0 69 106 0 30 8249.76 341733 0 20 0 5.0 25 50 232 289 146 20 47 0 79 91 0 31 8249.77 341791 0 20 0 5.0 25 50 58 115 58 20 0 0 38 53 0 TOTAL CFS 8769 620 0 155.0 9544 2318 620 201 0 1497 2171 0 TOTAL AF -14552 17393 1240 0 307.4 18933 18933 -14552 4600 4600 1240 399 0 2971 4304 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 04/10/01 WATER AND POWER CONTROL DIVISION TIME: 13:25:05 LOVELAND, COLORADO MARCH 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. 775 2551 1 33.82 72.49 683 2626 -17 995.7 502.0 0.00 1005.6 507.0 27.0 31.0 0 0 0 0.00 41 23 2 37.11 71.69 812 2493 -4 993.7 501.0 0.00 987.8 498.0 25.0 30.0 0 0 0 0.00 39 12 3 38.45 71.34 867 2436 -2 993.7 501.0 0.00 989.8 499.0 27.0 30.0 0 0 0 0.16 40 16 4 34.98 72.19 728 2576 1 995.7 502.0 0.00 997.7 503.0 31.0 30.0 0 0 0 0.04 46 4 5 34.25 72.30 699 2594 -11 993.7 501.0 0.00 999.7 504.0 27.0 30.0 0 0 0 0.00 53 20 6 35.57 71.90 751 2527 -15 995.7 502.0 0.00 1005.6 507.0 27.0 30.0 0 0 0 0.00 48 19 7 33.26 72.35 662 2602 -14 999.7 504.0 0.00 1009.6 509.0 28.0 30.0 0 0 0 0.00 48 23 8 35.74 71.91 758 2529 23 995.7 502.0 0.00 971.9 490.0 32.0 33.0 0 0 0 0.00 53 22 9 37.30 71.50 820 2462 -5 997.7 503.0 0.00 999.7 504.0 29.0 31.0 0 0 0 0.00 48 23 10 37.77 71.40 839 2445 2 1001.7 505.0 0.00 985.8 497.0 24.0 31.0 0 0 0 0.04 37 21 11 33.88 72.41 685 2613 14 1001.7 505.0 0.00 973.9 491.0 24.0 31.0 0 0 0 0.00 27 18 12 35.41 72.26 745 2587 34 991.7 500.0 0.00 948.1 478.0 26.0 31.0 0 0 0 0.00 37 25 13 37.31 71.75 820 2503 -9 967.9 488.0 0.00 964.0 486.0 24.0 31.0 0 0 0 0.00 43 22 14 35.98 72.01 767 2546 -10 958.0 483.0 0.00 950.1 479.0 21.0 30.0 0 0 0 0.00 34 23 15 36.12 72.01 773 2546 6 958.0 483.0 0.00 942.1 475.0 25.0 30.0 0 0 0 0.00 33 22 16 35.48 72.20 747 2577 5 928.3 468.0 0.00 918.3 463.0 27.0 30.0 0 0 0 0.00 33 17 17 30.25 73.29 552 2763 -9 501.8 253.0 0.00 501.8 253.0 25.0 30.0 0 0 0 0.00 31 18 18 30.48 73.04 560 2720 -35 495.9 250.0 0.00 495.9 250.0 13.0 31.0 0 0 0 0.00 44 17 19 34.50 71.90 709 2527 -44 426.4 215.0 0.00 456.2 230.0 23.0 30.0 0 0 0 0.00 50 24 20 34.38 71.44 704 2452 -80 230.1 116.0 0.00 269.8 136.0 11.0 31.0 0 0 0 0.00 57 36 21 30.35 72.18 556 2574 -26 15.9 8.0 0.00 19.8 10.0 20.0 31.0 0 0 0 0.00 56 28 22 30.79 72.11 571 2562 3 35.7 18.0 0.00 13.9 7.0 21.0 31.0 0 33 0 0.00 58 28 23 30.14 72.12 548 2564 -21 2.0 1.0 0.00 4.0 2.0 21.0 31.0 0 0 0 0.00 52 27 24 29.38 72.07 522 2556 -34 2.0 1.0 0.00 4.0 2.0 16.0 32.0 0 0 0 0.00 41 28 25 28.60 72.09 496 2559 -23 2.0 1.0 0.00 4.0 2.0 20.0 31.0 0 0 0 0.32 44 24 26 27.91 72.13 473 2566 -16 0.0 0.0 0.00 0.0 0.0 21.0 29.0 0 0 0 0.04 44 25 27 27.13 72.12 448 2564 -27 0.0 0.0 0.00 0.0 0.0 15.0 29.0 0 0 0 0.00 43 26 28 26.17 72.07 418 2556 -38 0.0 0.0 0.00 0.0 0.0 10.0 29.0 0 0 0 0.00 43 23 29 25.28 72.10 392 2561 -21 0.0 0.0 0.00 0.0 0.0 18.0 29.0 0 0 0 0.24 35 29 30 24.31 71.95 364 2536 -53 0.0 0.0 0.00 23.8 12.0 14.0 29.0 0 0 0 0.00 42 20 31 23.27 71.73 335 2499 -66 0.0 0.0 0.00 31.7 16.0 13.0 30.0 0 0 0 0.04 47 21 TOTAL CFS 8813.0 8810.0 685.0 942.0 0 TOTAL AF -440 -52 -492 0.00 1359. 1868. 0 33 0 0.88 43 22 17480.3 17474.4 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 04/10/01 WATER AND POWER CONTROL DIVISION TIME: 13:25:05 LOVELAND, COLORADO MARCH 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 8.0 529.0 1049 507.0 31.0 538.0 1067 -17 27.0 2 501.0 0.0 0.0 8.0 526.0 1043 498.0 30.0 528.0 1047 -4 25.0 3 501.0 0.0 0.0 8.0 528.0 1047 499.0 30.0 529.0 1049 -2 27.0 4 502.0 0.0 0.0 8.0 533.0 1057 503.0 30.0 533.0 1057 1 31.0 5 501.0 0.0 0.0 8.0 528.0 1047 504.0 30.0 534.0 1059 -11 27.0 6 502.0 0.0 0.0 8.0 529.0 1049 507.0 30.0 537.0 1065 -15 27.0 7 504.0 0.0 0.0 8.0 532.0 1055 509.0 30.0 539.0 1069 -14 28.0 8 502.0 0.0 0.0 8.0 534.0 1059 490.0 33.0 523.0 1037 23 32.0 9 503.0 0.0 0.0 8.0 532.0 1055 504.0 31.0 535.0 1061 -5 29.0 10 505.0 0.0 0.0 8.0 529.0 1049 497.0 31.0 528.0 1047 2 24.0 11 505.0 0.0 0.0 8.0 529.0 1049 491.0 31.0 522.0 1035 14 24.0 12 500.0 0.0 0.0 8.0 526.0 1043 478.0 31.0 509.0 1010 34 26.0 13 488.0 0.0 0.0 8.0 512.0 1016 486.0 31.0 517.0 1025 -9 24.0 14 483.0 0.0 0.0 8.0 504.0 1000 479.0 30.0 509.0 1010 -10 21.0 15 483.0 0.0 0.0 8.0 508.0 1008 475.0 30.0 505.0 1002 6 25.0 16 468.0 0.0 0.0 8.0 495.0 982 463.0 30.0 493.0 978 5 27.0 17 253.0 0.0 0.0 8.0 278.0 551 253.0 30.0 283.0 561 -9 25.0 18 250.0 0.0 0.0 8.0 263.0 522 250.0 31.0 281.0 557 -35 13.0 19 215.0 0.0 0.0 8.0 238.0 472 230.0 30.0 260.0 516 -44 23.0 20 116.0 0.0 0.0 8.0 127.0 252 136.0 31.0 167.0 331 -80 11.0 21 8.0 0.0 0.0 8.0 28.0 56 10.0 31.0 41.0 81 -26 20.0 22 18.0 0.0 0.0 8.0 39.0 77 7.0 31.0 38.0 75 3 21.0 23 1.0 0.0 0.0 8.0 22.0 44 2.0 31.0 33.0 65 -21 21.0 24 1.0 0.0 0.0 8.0 17.0 34 2.0 32.0 34.0 67 -34 16.0 25 1.0 0.0 0.0 8.0 21.0 42 2.0 31.0 33.0 65 -23 20.0 26 0.0 0.0 0.0 12.0 21.0 42 0.0 29.0 29.0 58 -16 21.0 27 0.0 0.0 0.0 9.0 15.0 30 0.0 29.0 29.0 58 -27 15.0 28 0.0 0.0 0.0 9.0 10.0 20 0.0 29.0 29.0 58 -38 10.0 29 0.0 0.0 0.0 12.0 18.0 36 0.0 29.0 29.0 58 -21 18.0 30 0.0 0.0 0.0 10.0 14.0 28 12.0 29.0 41.0 81 -53 14.0 31 0.0 0.0 0.0 10.0 13.0 26 16.0 30.0 46.0 91 -66 13.0 TOTAL CFS 8813.0 0.0 262.0 9498.0 8810.0 942.0 9752.0 685.0 AF 17480.3 0.0 0.0 519.7 18839.0 18840 17474.4 1868.4 19342.8 19340 -492 1358.7 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 04/10/01 WATER AND POWER CONTROL DIVISION TIME: 13:25:05 LOVELAND, COLORADO MARCH 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 1909 522 106505 33860 1 77.6 1954 66.4 482 208.0 359.9 578.0 291.4 0.0 221.4 0.0 0.0 66.7 5754.43 107045 5347.23 34214 0 2 77.0 1900 67.2 514 190.0 359.9 528.0 266.2 0.0 221.4 0.0 0.0 66.8 5754.43 0 5347.35 34323 0 3 76.5 1855 67.9 542 204.0 359.9 566.9 285.8 0.0 221.4 0.0 0.0 67.6 5754.43 0 5000.00 0 0 4 76.0 1811 68.5 567 209.0 362.0 577.4 291.1 0.0 221.7 0.0 0.0 68.3 5755.81 108601 5348.28 35179 0 5 76.3 1838 67.9 542 190.0 362.7 523.9 264.1 0.0 221.8 0.0 0.0 68.4 5756.26 109111 5348.70 35571 0 6 76.1 1820 68.4 563 200.0 363.3 550.5 277.5 0.0 221.9 0.0 0.0 68.2 5756.71 109621 5348.91 35768 0 7 76.3 1838 69.4 606 81.0 363.3 222.9 112.4 0.0 221.9 0.0 0.0 68.8 5756.71 109621 5349.48 36306 0 8 76.4 1846 69.3 601 0.0 363.3 0.0 0.0 0.0 221.9 0.0 0.0 69.4 5756.66 109564 5350.39 37178 0 9 76.8 1882 69.1 593 0.0 363.3 0.0 0.0 0.0 221.9 0.0 0.0 69.2 5756.66 0 5351.33 38092 0 10 77.2 1918 68.8 580 0.0 363.3 0.0 0.0 0.0 221.9 0.0 0.0 69.0 5756.66 0 5352.24 38989 0 11 77.4 1936 68.6 572 0.0 363.0 0.0 0.0 0.0 221.9 0.0 0.0 68.7 5756.51 109394 5353.16 39910 0 12 77.3 1927 68.5 567 0.0 362.9 0.0 0.0 0.0 221.9 0.0 0.0 68.5 5756.45 109326 5354.05 40813 0 13 77.2 1918 68.7 576 0.0 362.9 0.0 0.0 0.0 221.9 0.0 0.0 68.6 5756.43 109303 5354.94 41728 0 14 76.6 1864 69.7 619 0.0 362.8 0.0 0.0 0.0 221.9 0.0 0.0 69.2 5756.34 109201 5355.77 42592 0 15 75.9 1802 69.9 627 0.0 362.7 0.0 0.0 0.0 221.8 0.0 0.0 69.8 5756.26 109111 5356.68 43550 0 16 75.7 1785 70.0 632 0.0 362.7 0.0 0.0 0.0 221.8 0.0 0.0 69.9 5756.26 0 5357.50 44423 0 17 72.9 1554 69.9 627 0.0 362.7 0.0 0.0 0.0 221.8 0.0 0.0 70.0 5756.26 0 5358.22 45197 0 18 73.3 1585 68.9 584 0.0 362.4 0.0 0.0 0.0 221.8 0.0 0.0 69.5 5756.10 108929 5358.63 45642 0 19 74.8 1708 68.8 580 0.0 362.3 0.0 0.0 0.0 221.8 0.0 0.0 68.8 5756.04 108861 5358.92 45957 0 20 75.0 1725 70.9 672 0.0 362.3 0.0 0.0 0.0 221.8 0.0 0.0 70.2 5756.00 108816 5359.04 46088 0 21 75.0 1725 68.3 559 0.0 362.1 0.0 0.0 0.0 221.8 0.0 0.0 69.6 5755.91 108714 5359.07 46121 0 22 75.0 1725 67.8 538 0.0 362.2 0.0 0.0 0.0 221.8 0.0 0.0 68.0 5755.97 108782 5359.07 46121 0 23 74.8 1708 67.5 526 0.0 362.2 0.0 0.0 0.0 221.8 0.0 0.0 67.7 5755.97 0 5359.03 46077 0 24 74.7 1700 66.4 482 0.0 362.2 0.0 0.0 0.0 221.8 0.0 0.0 66.9 5755.97 0 5359.03 46077 0 25 74.6 1691 65.5 447 0.0 361.9 0.0 0.0 0.0 221.7 0.0 0.0 65.9 5755.76 108545 5359.09 46143 0 26 73.0 1562 67.5 526 0.0 361.8 0.0 0.0 0.0 221.7 0.0 0.0 66.7 5755.71 108488 5359.05 46099 0 27 73.0 1562 66.3 478 0.0 361.8 0.0 0.0 0.0 221.7 0.0 0.0 66.9 5755.68 108454 5359.00 46044 0 28 72.8 1546 65.2 436 0.0 361.6 0.0 0.0 0.0 221.7 0.0 0.0 65.7 5755.59 108353 5358.96 46001 0 29 72.2 1500 65.4 444 0.0 361.5 0.0 0.0 0.0 221.7 0.0 0.0 65.0 5755.51 108262 5358.96 46001 0 30 70.7 1391 67.3 518 0.0 361.5 0.0 0.0 0.0 221.7 0.0 0.0 66.2 5755.51 0 5358.93 45968 0 31 71.1 1419 66.3 478 0.0 361.4 0.0 0.0 0.0 221.7 0.0 0.0 66.8 5755.43 108172 5358.93 45968 0 TOTAL CFS 1788.5 TOTAL AF -490 -44 1282.0 3547.5 3547.5 0.0 0.0 0.0 1667 12108 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 04/10/01 WATER AND POWER CONTROL DIVISION TIME: 13:25:05 LOVELAND, COLORADO MARCH 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 0.00 198.00 2 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 200.00 3 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 199.00 4 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 199.00 5 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 199.00 6 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 199.00 7 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 273.00 8 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 476.00 9 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 479.00 10 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 478.00 11 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 479.00 12 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 477.00 13 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 480.00 14 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 483.00 15 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 496.00 16 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 478.00 17 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 370.00 18 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 253.00 19 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 168.00 20 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 101.00 21 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 63.90 22 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 17.00 23 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 16.40 24 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 21.00 25 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 19.00 26 0.00 0.00 0.00 0.00 0.00 0.00 25.00 24.00 0.00 18.00 27 0.00 0.00 0.00 0.00 0.00 0.00 25.00 28.00 0.00 14.00 28 0.00 0.00 0.00 0.00 0.00 0.00 7.00 9.00 0.00 17.00 29 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 17.00 30 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 19.00 31 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 20.00 TOTAL CFS 0.00 0.00 0.00 0.00 0.00 0.00 57.00 61.00 0.00 6927.30 TOTAL AF 0.00 0.00 0.00 0.00 0.00 0.00 113.06 120.99 0.00 13740.09 ADJUSTMENT AF 13.20 TOTAL FLOW OR DELIVERY AF 13726.89 METERED DELIVERY AF 442.40 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 04/10/01 WATER AND POWER CONTROL DIVISION TIME: 13:25:05 LOVELAND, COLORADO MARCH 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) 15004.80 1 0.00 0.00 0.00 5.00 0.00 0.00 5.00 15014.80 2 0.00 0.00 0.00 5.00 0.00 0.00 5.00 15024.80 3 0.00 0.00 0.00 5.00 0.00 0.00 5.00 15034.80 4 0.00 0.00 0.00 5.00 0.00 0.00 5.00 15044.80 5 0.00 0.00 0.00 5.00 0.00 0.00 5.00 15054.80 6 0.00 0.00 0.00 5.00 0.00 0.00 5.00 15064.80 7 0.00 0.00 0.00 5.00 0.00 0.00 5.00 15074.80 8 0.00 0.00 0.00 5.00 0.00 0.00 5.00 15084.80 9 0.00 0.00 0.00 5.00 0.00 0.00 5.00 15094.80 10 0.00 0.00 0.00 5.00 0.00 0.00 5.00 15104.80 11 0.00 0.00 0.00 5.00 0.00 0.00 5.00 15114.80 12 0.00 0.00 0.00 5.00 0.00 0.00 5.00 15124.80 13 0.00 0.00 0.00 5.00 0.00 0.00 5.00 15134.80 14 0.00 0.00 0.00 5.00 0.00 0.00 5.00 15144.80 15 0.00 0.00 0.00 5.00 0.00 0.00 5.00 15154.80 16 0.00 0.00 0.00 5.00 0.00 0.00 5.00 15164.80 17 0.00 0.00 0.00 5.00 0.00 0.00 5.00 15174.80 18 0.00 0.00 0.00 5.00 0.00 0.00 5.00 15184.80 19 0.00 0.00 0.00 5.00 0.00 0.00 5.00 15194.80 20 0.00 0.00 0.00 5.00 0.00 0.00 5.00 15204.80 21 0.00 0.00 0.00 8.10 0.00 0.00 8.10 15221.00 22 0.00 0.00 0.00 6.00 0.00 0.00 6.00 15233.00 23 0.00 0.00 0.00 5.60 0.00 0.00 5.60 15244.20 24 0.00 0.00 0.00 10.00 0.00 0.00 10.00 15264.20 25 0.00 0.00 0.00 10.00 0.00 0.00 10.00 15284.20 26 0.00 0.00 0.00 10.00 0.00 0.00 10.00 15304.20 27 0.00 0.00 0.00 10.00 0.00 0.00 10.00 15324.20 28 0.00 0.00 0.00 10.00 0.00 0.00 10.00 15344.20 29 0.00 45.20 0.00 10.00 0.00 0.00 55.20 15454.60 30 0.00 10.00 0.00 10.00 0.00 0.00 20.00 15494.60 31 0.00 10.00 0.00 10.00 0.00 0.00 20.00 15534.60 TOTAL CFS 0.00 65.20 0.00 199.70 0.00 0.00 264.90 TOTAL AF 0.00 130.40 0.00 399.40 0.00 0.00 529.80 15534.60 METERED DELIVERY AF 3.40 1324.60 13.20 0.00 1208.10 2549.30 18083.90 TOTAL FLOW OR DELIVERY AF * 3.40 1455.00 0.00 412.60 0.00 1208.10 3079.10 18083.90 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 MARCH 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 1. 0. 0.10 0.11 8. 2. 0.00 0.00 0.00 0. 0.00 0. 2 0.00 0.00 1. 0. 0.00 0.02 8. 2. 0.00 0.00 0.00 0. 0.00 0. 3 0.00 0.00 1. 0. 0.00 0.00 8. 2. 0.16 0.00 0.00 0. 0.00 0. 4 0.00 0.00 1. 0. 0.00 0.00 8. 2. 0.04 0.00 0.00 0. 0.00 0. 5 0.00 0.00 1. 0. 0.00 0.00 8. 2. 0.00 0.00 0.00 0. 0.00 0. 6 0.02 0.00 1. 0. 0.00 0.02 8. 2. 0.00 0.00 0.00 0. 0.00 0. 7 0.00 0.00 1. 0. 0.00 0.02 8. 2. 0.00 0.00 0.00 0. 0.00 0. 8 0.00 0.00 1. 0. 0.00 0.00 8. 2. 0.00 0.00 0.00 0. 0.00 0. 9 0.00 0.00 1. 0. 0.00 0.00 8. 2. 0.00 0.00 0.00 0. 0.00 0. 10 0.06 0.00 1. 0. 0.00 0.00 8. 2. 0.04 0.00 0.00 0. 0.17 0. 11 0.15 0.25 1. 0. 0.02 0.06 8. 2. 0.00 0.00 0.30 0. 0.14 0. 12 0.05 0.00 1. 0. 0.00 0.10 8. 2. 0.00 0.34 0.00 0. 0.01 0. 13 0.00 0.00 1. 0. 0.01 0.02 8. 2. 0.00 0.00 0.00 0. 0.00 0. 14 0.18 0.16 1. 0. 0.01 0.12 8. 2. 0.00 0.00 0.00 0. 0.00 0. 15 0.00 0.00 1. 0. 0.10 0.16 8. 2. 0.00 0.00 0.00 0. 0.00 0. 16 0.00 0.00 1. 0. 0.02 0.03 8. 2. 0.00 0.01 0.00 0. 0.00 0. 17 0.01 0.00 1. 0. 0.00 0.00 8. 2. 0.00 0.00 0.00 0. 0.05 0. 18 0.04 0.00 1. 0. 0.01 0.08 8. 2. 0.00 0.00 0.00 0. 0.01 0. 19 0.00 0.00 1. 0. 0.00 0.00 8. 3. 0.00 0.06 0.00 0. 0.00 0. 20 0.00 0.00 1. 0. 0.00 0.00 8. 2. 0.00 0.00 0.00 0. 0.00 0. 21 0.14 0.14 1. 0. 0.00 0.00 8. 2. 0.00 0.00 0.00 0. 0.00 0. 22 0.01 0.00 1. 0. 0.05 0.02 8. 2. 0.00 0.00 0.00 0. 0.00 0. 23 0.04 0.00 1. 0. 0.01 0.00 8. 2. 0.00 0.00 0.00 0. 0.00 0. 24 0.05 0.00 1. 0. 0.00 0.00 8. 2. 0.00 0.00 0.00 0. 0.03 0. 25 0.04 0.19 1. 0. 0.00 0.00 8. 2. 0.32 0.00 0.38 0. 0.14 0. 26 0.07 0.05 1. 0. 0.25 0.44 8. 2. 0.04 0.39 0.00 0. 0.14 0. 27 0.00 0.00 1. 0. 0.00 0.00 8. 2. 0.00 0.00 0.00 0. 0.00 0. 28 0.02 0.00 1. 0. 0.00 0.04 8. 2. 0.00 0.00 0.00 0. 0.00 0. 29 0.03 0.00 1. 0. 0.06 0.04 8. 2. 0.24 0.00 0.27 0. 0.16 0. 30 0.00 0.00 1. 0. 0.00 0.04 8. 2. 0.00 0.29 0.00 0. 0.00 0. 31 0.00 0.00 1. 0. 0.00 0.01 8. 2. 0.04 0.00 0.00 0. 0.12 0. TOTALS 0.91 0.79 39. 11. 0.64 1.33 245. 77. 0.88 1.09 0.95 0. 0.97 0. 1 UPPER COLORADO RIVER DAILY DATA COLLECTION FOR MARCH 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 84 25 33 10 0.10 16 7 138 175 34 12 0.00 2 58 25 35 6 0.00 14 8 131 164 38 7 0.00 3 46 25 36 -1 0.00 13 7 124 157 34 5 0.00 4 57 25 41 0 0.00 14 7 124 161 41 11 0.00 5 18 25 44 2 0.00 14 7 127 160 44 16 0.00 6 57 25 44 12 0.00 15 7 124 157 44 16 0.00 7 63 25 49 16 0.00 15 8 143 157 48 16 0.00 8 66 25 45 11 0.00 15 7 132 155 48 22 0.00 9 26 25 45 15 0.00 16 7 134 157 46 25 0.00 10 51 25 41 20 0.00 16 7 148 157 38 16 0.00 11 76 25 34 15 0.02 18 7 147 156 34 19 0.25 12 93 25 31 17 0.00 20 8 135 158 31 24 0.00 13 39 25 39 22 0.01 14 7 124 161 43 11 0.00 14 99 25 36 13 0.01 16 7 129 161 33 14 0.16 15 78 25 32 13 0.10 18 7 106 157 31 13 0.00 16 95 25 34 10 0.02 15 7 120 158 33 17 0.00 17 20 25 44 21 0.00 16 8 93 158 40 18 0.00 18 27 25 36 12 0.01 17 7 120 157 36 11 0.00 19 104 25 39 10 0.00 15 7 94 159 43 23 0.00 20 11 25 48 18 0.00 15 7 111 148 53 28 0.00 21 46 25 46 24 0.00 21 7 141 140 54 30 0.14 22 118 25 51 30 0.05 23 8 156 142 52 30 0.00 23 54 25 47 23 0.01 21 7 153 143 49 21 0.00 24 49 25 48 17 0.00 21 6 182 144 53 28 0.00 25 166 25 48 30 0.00 29 6 145 144 52 27 0.19 26 159 25 40 30 0.25 31 7 193 136 46 26 0.05 27 59 25 41 19 0.00 26 8 142 132 40 18 0.00 28 102 25 36 16 0.00 25 8 147 132 39 24 0.00 29 106 25 37 24 0.06 27 8 164 135 38 26 0.00 30 91 25 40 20 0.00 -20 8 144 143 42 27 0.00 31 53 25 42 23 0.00 22 8 144 143 47 36 0.00