1 PICK SLOAN MISSOURI BASIN PROGRAM UNITED STATES BUREAU OF RECLAMATION WESTERN DIVISION WATER AND POWER SYSTEM AS OF 04/05/02 WATER AND POWER CONTROL DIVISION TIME: 13:22:41 LOVELAND, COLORADO MARCH 2002 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) 200132 1 8998.46 199974 54 0 54 126 360 -158 202 101 0 101 0.00 13 -23 0 82 2 8998.38 199764 54 0 54 126 360 -210 150 75 0 75 0.00 7 -23 0 36 3 8998.30 199553 54 0 54 126 360 -211 149 75 0 75 0.00 15 -17 0 28 4 8998.22 199343 54 0 54 126 360 -210 150 75 0 75 0.00 31 -4 0 47 5 8998.14 199134 54 0 54 126 360 -209 151 76 0 76 0.00 38 3 0 38 6 8998.07 198950 54 0 54 126 360 -184 176 88 0 88 0.00 43 13 0 45 7 8997.99 198741 54 0 54 126 360 -209 151 76 0 76 0.03 38 13 0 38 8 8997.91 198531 54 0 54 126 360 -210 150 75 0 75 0.07 31 -6 0 88 9 8997.83 198322 54 0 54 126 360 -209 151 76 0 76 0.00 33 -2 0 24 10 8997.77 198165 54 0 54 126 360 -157 203 102 0 102 0.01 44 9 0 43 11 8997.70 197982 54 0 54 126 360 -183 177 89 0 89 0.00 36 13 0 69 12 8997.63 197800 54 0 54 126 360 -182 178 89 0 89 0.00 50 15 0 48 13 8997.55 197591 0 71 71 126 394 -209 185 93 0 93 0.16 49 13 0 50 14 8997.46 197357 72 0 72 126 396 -234 162 81 0 81 0.01 27 -2 0 58 15 8997.36 197096 72 0 72 128 400 -261 139 70 0 70 0.00 26 1 0 55 16 8997.27 196862 72 0 72 129 402 -234 168 84 0 84 0.00 27 -4 0 71 17 8997.19 196655 72 0 72 127 398 -207 191 96 0 96 0.00 26 -2 0 45 18 8997.11 196447 72 0 72 128 400 -208 192 96 0 96 0.00 31 -3 0 7 19 8997.02 196214 72 0 72 128 400 -233 167 84 0 84 0.00 35 2 0 46 20 8996.92 195954 72 0 72 128 400 -260 140 70 0 70 0.00 44 12 0 44 21 8996.86 195799 72 0 72 128 400 -155 245 123 0 123 0.00 49 16 0 49 22 8996.77 195566 72 0 72 126 396 -233 163 82 0 82 0.00 54 19 0 61 23 8996.69 195360 72 0 72 126 396 -206 190 95 0 95 0.00 50 18 0 62 24 8996.61 195153 72 0 72 126 396 -207 189 95 0 95 0.06 34 8 0 61 25 8996.53 194946 72 0 72 126 396 -207 189 95 0 95 0.10 38 13 0 49 26 8996.47 194792 70 0 70 105 350 -154 196 98 0 98 0.00 42 18 0 76 27 8996.40 194611 70 0 70 100 340 -181 159 80 0 80 0.00 39 29 0 54 28 8996.30 194354 70 0 70 126 392 -257 135 68 0 68 0.00 49 18 0 76 29 8996.22 194148 70 0 70 126 392 -206 186 93 0 93 0.00 52 15 0 80 30 8996.14 193943 70 0 70 126 392 -205 187 94 0 94 0.00 47 17 0 74 31 8996.09 193814 70 0 70 126 392 -129 263 132 0 132 0.00 54 25 0 80 TOTAL CFS 1932 71 2003 3873 2726 0 2726 1684 TOTAL AF -6318 3864 142 4006 7746 11752 -6318 5434 5434 0 5452 0.44 37 7 0 3368 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 04/05/02 WATER AND POWER CONTROL DIVISION TIME: 13:22:41 LOVELAND, COLORADO MARCH 2002 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) 73557 1 7902.25 73582 123 0 123 244 25 270 136 47 0 183 0.00 8 -21 671 2 7902.20 73519 121 0 121 240 -63 178 90 21 0 111 0.00 10 -22 568 3 7902.15 73456 113 0 113 224 -63 162 82 21 0 103 0.50 17 -4 535 4 7902.13 73431 113 0 113 224 -25 200 101 21 0 122 0.00 31 -3 597 5 7902.10 73393 111 0 111 220 -38 183 92 22 0 114 0.00 42 6 634 6 7902.08 73368 111 0 111 220 -25 196 99 34 0 133 0.00 45 23 660 7 7902.05 73330 111 0 111 220 -38 183 92 22 0 114 0.00 41 23 675 8 7902.10 73393 110 0 110 218 63 282 142 21 0 163 0.00 32 -8 678 9 7902.05 73330 109 0 109 216 -63 154 78 22 0 100 0.00 28 -3 580 10 7902.03 73305 109 0 109 216 -25 192 97 48 0 145 0.35 47 23 627 11 7902.01 73280 135 0 135 268 -25 244 123 35 0 158 0.00 42 15 685 12 7901.93 73180 152 0 152 301 -100 202 102 35 0 137 0.00 48 30 679 13 7901.88 73118 135 17 152 301 -62 240 121 22 0 143 0.32 51 15 734 14 7901.81 73030 174 0 174 345 -88 258 130 9 0 139 0.00 29 2 763 15 7901.71 72906 189 0 189 375 -124 252 127 -3 0 124 0.00 30 5 696 16 7901.61 72781 205 0 205 407 -125 283 143 12 0 155 0.00 32 6 748 17 7901.47 72607 204 0 204 405 -174 232 117 24 0 141 0.00 30 7 754 18 7901.27 72358 204 0 204 405 -249 157 79 24 0 103 0.00 37 6 759 19 7901.13 72184 205 0 205 407 -174 234 118 12 0 130 0.00 36 7 744 20 7901.03 72059 179 0 179 355 -125 231 116 -2 0 114 0.00 46 15 716 21 7900.96 71973 164 0 164 325 -86 240 121 51 0 172 0.00 49 16 756 22 7900.91 71911 164 0 164 325 -62 264 133 10 0 143 0.00 55 23 752 23 7900.86 71850 164 0 164 325 -61 265 134 23 0 157 0.00 50 21 804 24 7900.81 71789 163 0 163 323 -61 263 133 23 0 156 0.00 36 17 778 25 7900.74 71703 164 0 164 325 -86 240 121 23 0 144 0.13 37 17 773 26 7900.71 71666 164 0 164 325 -37 289 146 28 0 174 0.00 44 26 777 27 7900.64 71580 167 0 167 331 -86 246 124 10 0 134 0.00 45 27 787 28 7900.61 71543 164 0 164 325 -37 289 146 -3 0 143 0.00 51 21 782 29 7900.59 71519 162 0 162 321 -24 298 150 23 0 173 0.00 52 21 823 30 7900.56 71482 162 0 162 321 -37 285 144 24 0 168 0.00 43 22 932 31 7900.54 71457 162 0 162 321 -25 297 150 62 0 212 0.00 57 25 950 TOTAL CFS 4713 17 4730 3687 721 0 4408 22417 TOTAL AF -2100 9345 34 9378 9378 -2100 7309 7316 1435 0 8742 1.30 39 12 44465 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 04/05/02 WATER AND POWER CONTROL DIVISION TIME: 13:22:41 LOVELAND, COLORADO MARCH 2002 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) 8305 1 8121.75 8313 7 0 0 1 0 0 8 16 8 24 12 2 8121.79 8322 7 0 0 0 0 0 7 14 9 23 12 3 8121.83 8332 7 0 0 0 0 0 7 14 10 24 12 4 8121.86 8339 7 0 0 0 0 0 7 14 7 21 11 5 8121.89 8347 7 0 0 1 0 0 8 16 8 24 12 6 8121.92 8354 7 0 0 0 0 0 7 14 7 21 11 7 8121.95 8361 7 0 0 0 0 0 7 14 7 21 11 8 8122.00 8374 7 0 0 0 0 0 7 14 13 27 14 9 8122.05 8386 7 0 0 1 0 0 8 16 12 28 14 10 8122.10 8398 7 0 0 0 0 0 7 14 12 26 13 11 8122.13 8406 7 0 0 0 0 0 7 14 8 22 11 12 8122.17 8415 7 0 0 0 0 0 7 14 9 23 12 13 8122.21 8425 7 0 0 1 0 0 8 16 10 26 13 14 8122.26 8438 7 0 0 0 0 0 7 14 13 27 14 15 8122.30 8448 7 0 0 0 0 0 7 14 10 24 12 16 8122.34 8457 7 0 0 0 0 0 7 14 9 23 12 17 8122.38 8467 7 0 0 1 0 0 8 16 10 26 13 18 8122.42 8477 7 0 0 0 0 0 7 14 10 24 12 19 8122.46 8487 7 0 0 0 0 0 7 14 10 24 12 20 8122.50 8497 7 0 0 0 0 0 7 14 10 24 12 21 8122.56 8512 7 0 0 1 0 0 8 16 15 31 16 22 8122.62 8527 7 0 0 0 0 0 7 14 15 29 15 23 8122.68 8542 7 0 0 0 0 0 7 14 15 29 15 24 8122.75 8559 7 0 0 0 0 0 7 14 17 31 16 25 8122.82 8577 7 0 0 1 0 0 8 16 18 34 17 26 8122.88 8592 7 0 0 0 0 0 7 14 15 29 15 27 8122.97 8615 7 0 0 0 0 0 7 14 23 37 19 28 8123.07 8640 7 0 0 0 0 0 7 14 25 39 20 29 8123.16 8663 7 0 0 1 0 0 8 16 23 39 20 30 8123.30 8698 7 0 0 0 0 0 7 14 35 49 25 31 8123.43 8731 7 0 0 0 0 0 7 14 33 47 24 TOTAL CFS 217 0 0 8 0 0 225 447 TOTAL AF 426 434 0 0 16 0 0 450 450 426 876 876 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 04/05/02 WATER AND POWER CONTROL DIVISION TIME: 13:22:41 LOVELAND, COLORADO MARCH 2002 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 04/05/02 WATER AND POWER CONTROL DIVISION TIME: 13:22:41 LOVELAND, COLORADO MARCH 2002 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 17835 1 8366.55 8366.72 17767 549 20 569 1129 -68 1063 1029 34 17 0.10 0.16 26 6 2 8366.59 8366.69 17747 548 20 568 1127 -20 1109 1021 88 44 0.00 0.00 8 -25 3 8366.69 8366.77 17906 252 20 272 540 159 701 657 44 22 0.00 0.04 14 -24 4 8366.57 8366.75 17817 524 20 544 1079 -89 992 1016 -24 -12 0.00 0.00 32 -16 5 8366.57 8366.74 17804 558 20 578 1146 -13 1135 1081 54 27 0.00 0.00 37 -16 6 8366.60 8366.78 17873 546 20 566 1123 69 1194 1133 61 31 0.00 0.00 43 1 7 8366.57 8366.74 17804 552 20 572 1135 -69 1068 1004 64 32 0.00 0.01 41 17 8 8366.59 8366.75 17827 550 20 570 1131 23 1156 976 180 91 0.30 0.51 36 13 9 8366.61 8366.70 17772 397 20 417 827 -55 774 637 137 69 0.00 0.00 28 -4 10 8366.60 8366.75 17833 279 20 299 593 61 656 621 35 18 0.00 0.00 44 -10 11 8366.55 8366.72 17767 551 20 571 1133 -66 1069 980 89 45 0.00 0.00 37 20 12 8366.59 8366.71 17774 558 20 578 1146 7 1155 1079 76 38 0.00 0.00 46 5 13 8366.58 8366.76 17835 555 20 575 1140 61 1203 1109 94 47 0.00 0.00 47 30 14 8366.54 8366.73 17775 555 20 575 1140 -60 1082 950 132 67 0.32 0.38 44 14 15 8366.56 8366.73 17785 554 20 574 1139 10 1151 1059 92 46 0.00 0.01 31 0 16 8366.61 8366.71 17785 528 20 548 1087 0 1089 986 103 52 0.00 0.00 32 0 17 8366.65 8366.74 17845 248 20 268 532 60 594 484 110 55 0.00 0.01 29 -4 18 8366.55 8366.71 17754 478 20 498 988 -91 899 942 -43 -22 0.00 0.00 36 0 19 8366.60 8366.78 17873 554 20 574 1139 119 1260 1140 120 61 0.00 0.00 36 0 20 8366.61 8366.70 17772 452 20 472 936 -101 837 692 145 73 0.00 0.00 43 2 21 8366.56 8366.74 17799 448 20 468 928 27 957 908 49 25 0.00 0.00 48 9 22 8366.52 8366.71 17739 548 20 568 1127 -60 1069 1039 30 15 0.00 0.00 48 10 23 8366.62 8366.74 17830 515 20 535 1061 91 1154 1039 115 58 0.00 0.00 49 13 24 8366.60 8366.70 17767 247 20 267 530 -63 469 432 37 19 0.00 0.00 43 14 25 8366.55 8366.74 17794 477 20 497 986 27 1015 984 31 16 0.00 0.10 40 17 26 8366.60 8366.76 17846 553 20 573 1137 52 1191 1131 60 30 0.00 0.00 42 17 27 8366.54 8366.70 17736 553 20 573 1137 -110 1029 924 105 53 0.00 0.06 42 23 28 8366.61 8366.74 17825 469 20 489 970 89 1061 897 164 83 0.00 0.00 45 24 29 8366.54 8366.64 17656 352 20 372 738 -169 571 470 101 51 0.00 0.00 47 24 30 8366.63 8366.73 17821 338 20 358 710 165 877 807 70 35 0.00 0.00 47 17 31 8366.66 8366.74 17850 252 20 272 540 29 571 415 156 79 0.00 0.00 52 18 TOTAL CFS 14540 620 15160 1265 38 6 TOTAL AF 15 28839.7 1240 30074 30074 15 30151 27642 2509 2509 0.72 1.28 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 04/05/02 WATER AND POWER CONTROL DIVISION TIME: 13:22:41 LOVELAND, COLORADO MARCH 2002 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) 264217 1 8235.41 263299 519 20 0 2.0 541 1073 -918 161 81 20 0 0 61 78 0 2 8235.21 262281 515 20 0 2.0 537 1065 -1018 53 27 20 0 0 7 51 0 3 8235.09 261671 331 20 0 2.0 353 700 -610 96 48 20 0 0 28 50 0 4 8234.89 260657 512 20 0 2.0 534 1059 -1014 51 26 20 0 0 6 -6 0 5 8234.68 259594 545 20 0 2.0 567 1125 -1063 68 34 20 0 0 14 41 0 6 8234.46 258482 571 20 0 2.0 593 1176 -1112 70 35 20 0 0 15 46 0 7 8234.27 257525 506 20 0 2.0 528 1047 -957 96 48 20 0 0 28 60 0 8 8234.10 256669 492 20 0 2.0 514 1020 -856 170 86 20 0 0 66 157 0 9 8233.97 256016 321 20 0 2.0 343 680 -653 33 17 20 0 0 -3 66 0 10 8233.84 255364 313 20 0 2.0 335 664 -652 18 9 20 0 0 -11 7 0 11 8233.64 254363 494 20 0 2.0 516 1023 -1001 28 14 20 0 0 -6 39 0 12 8233.43 253313 544 20 0 2.0 566 1123 -1050 79 40 20 0 0 20 58 0 13 8233.21 252216 559 20 0 2.0 581 1152 -1097 61 31 20 0 0 11 58 0 14 8233.04 251371 479 20 0 2.0 501 994 -845 155 78 20 0 0 58 125 0 15 8232.83 250328 534 20 0 2.0 556 1103 -1043 66 33 20 0 0 13 59 0 16 8232.62 249287 497 20 0 2.0 519 1029 -1041 -5 -2 20 0 0 -22 30 0 17 8232.52 248793 244 20 0 2.0 266 528 -494 40 20 20 0 0 0 55 0 18 8232.35 247953 475 20 0 2.0 497 986 -840 152 77 20 0 0 57 35 0 19 8232.11 246770 575 20 0 2.0 597 1184 -1183 7 4 20 0 0 -16 45 0 20 8231.95 246024 349 20 0 2.0 371 736 -746 -3 -1 20 0 0 -21 52 0 21 8231.77 245140 458 20 0 2.0 480 952 -884 74 37 20 0 0 17 42 0 22 8231.56 244112 524 20 0 2.0 546 1083 -1028 61 31 20 0 0 11 26 0 23 8231.35 243086 524 20 0 2.0 546 1083 -1026 63 32 20 0 0 12 70 0 24 8231.27 242696 218 20 0 2.0 240 476 -390 92 46 20 0 0 26 45 0 25 8231.08 241770 496 20 0 2.0 518 1027 -926 107 54 20 0 0 34 50 0 26 8230.85 240652 570 20 0 2.0 592 1174 -1118 62 31 20 0 0 11 41 0 27 8230.67 239779 466 20 0 2.0 488 968 -873 101 51 20 0 0 31 84 0 28 8230.48 238859 452 20 0 2.0 474 940 -920 26 13 20 0 0 -7 76 0 29 8230.37 238327 237 20 0 2.0 259 514 -532 -11 -5 20 0 0 -25 26 0 30 8230.23 237651 407 20 0 2.0 429 851 -676 181 91 20 0 0 71 106 0 31 8230.14 237217 209 20 0 2.0 231 458 -434 30 15 20 0 0 -5 74 0 TOTAL CFS 13936 620 0 62.0 14618 1101 620 0 0 481 1746 0 TOTAL AF -27000 27642 1240 0 123.0 28993 28993 -27000 2182 2182 1240 0 0 955 3462 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 04/05/02 WATER AND POWER CONTROL DIVISION TIME: 13:22:41 LOVELAND, COLORADO MARCH 2002 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. 772 2378 1 29.95 72.31 542 2596 -12 1088.9 549.0 0.00 1110.7 560.0 27.0 22.0 0 0 0 0.08 12 -1 2 31.90 72.20 611 2577 50 1086.9 548.0 0.00 1021.5 515.0 14.0 22.0 0 0 0 0.00 15 -22 3 34.33 71.60 703 2478 -7 499.8 252.0 0.00 497.9 251.0 17.0 22.0 0 0 0 0.00 21 -2 4 36.13 71.56 773 2471 63 1039.3 524.0 0.00 952.1 480.0 9.0 22.0 0 0 0 0.00 37 18 5 37.60 71.20 832 2413 1 1106.8 558.0 0.00 1088.9 549.0 13.0 22.0 0 0 0 0.00 48 30 6 38.24 71.48 858 2458 71 1083.0 546.0 0.00 981.8 495.0 7.0 23.0 0 0 0 0.00 47 32 7 35.70 72.11 756 2562 2 1094.9 552.0 0.00 1092.9 551.0 22.0 22.0 0 0 0 0.00 44 27 8 35.15 72.14 734 2567 -17 1090.9 550.0 0.00 1092.9 551.0 14.0 22.0 0 0 0 0.12 33 10 9 36.84 71.90 801 2527 27 787.4 397.0 0.00 739.8 373.0 11.0 22.0 0 0 0 0.00 38 9 10 30.90 72.40 575 2611 -142 553.4 279.0 0.00 668.4 337.0 10.0 23.0 0 0 0 0.00 50 37 11 38.35 70.41 863 2287 -36 1092.9 551.0 0.00 1083.0 546.0 0.0 23.0 0 0 0 0.00 45 29 12 33.90 71.79 686 2509 45 1106.8 558.0 0.00 1085.0 547.0 34.0 23.0 0 0 0 0.00 54 36 13 36.49 71.15 787 2405 -3 1100.8 555.0 0.00 1083.0 546.0 12.0 23.0 0 0 0 0.12 46 26 14 32.05 72.34 617 2601 26 1100.8 555.0 0.00 1083.0 546.0 27.0 23.0 0 0 0 0.16 41 12 15 36.59 71.25 791 2421 -6 1098.8 554.0 0.00 1077.0 543.0 9.0 23.0 0 0 0 0.00 28 -5 16 34.06 72.01 692 2546 26 1047.3 528.0 0.00 1013.6 511.0 19.0 23.0 0 0 0 0.00 33 4 17 32.69 72.12 641 2564 -33 491.9 248.0 0.00 497.9 251.0 9.0 23.0 0 0 0 0.00 35 8 18 35.08 71.36 732 2439 -34 948.1 478.0 0.00 960.0 484.0 12.0 23.0 0 0 0 0.04 36 9 19 37.03 70.86 809 2358 -4 1098.8 554.0 0.00 1083.0 546.0 13.0 23.0 0 0 0 0.00 43 4 20 34.30 72.80 701 2679 213 896.5 452.0 0.00 690.2 348.0 25.0 23.0 0 0 0 0.00 48 30 21 38.25 71.27 858 2424 -98 888.6 448.0 0.00 956.0 482.0 7.0 22.0 0 0 0 0.00 31 15 22 37.85 71.57 842 2473 33 1086.9 548.0 0.00 1055.2 532.0 23.0 23.0 0 0 0 0.00 58 14 23 35.81 72.72 760 2665 110 1021.5 515.0 0.00 934.2 471.0 32.0 21.0 0 0 0 0.00 56 27 24 36.73 72.32 797 2597 -31 489.9 247.0 0.00 495.9 250.0 8.0 21.0 0 0 0 0.08 40 13 25 38.89 71.65 885 2486 -23 946.1 477.0 0.00 965.9 487.0 20.0 22.0 0 0 0 0.04 36 16 26 37.42 72.06 825 2554 8 1096.9 553.0 0.00 1086.9 548.0 22.0 23.0 0 0 0 0.00 49 35 27 37.66 72.03 834 2549 4 1096.9 553.0 0.00 1086.9 548.0 19.0 22.0 0 0 0 0.00 49 29 28 37.39 72.10 823 2561 1 930.2 469.0 0.00 936.2 472.0 25.0 22.0 0 0 0 0.00 54 36 29 35.89 72.48 763 2624 3 698.2 352.0 0.00 694.2 350.0 21.0 22.0 0 0 0 0.00 55 25 30 37.95 70.81 846 2350 -191 670.4 338.0 0.00 848.9 428.0 16.0 22.0 0 0 0 0.00 50 30 31 30.39 72.58 557 2641 2 499.8 252.0 0.00 497.9 251.0 22.0 22.0 0 0 0 0.00 58 25 TOTAL CFS 14540.0 14349.0 519.0 694.0 0 TOTAL AF -215 263 48 0.00 1029. 1377. 0 0 0 0.64 42 18 28839.7 28460.8 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 1 PICK SLOAN MISSOURI BASIN PROGRAM UNITED STATES BUREAU OF RECLAMATION WESTERN DIVISION WATER AND POWER SYSTEM AS OF 04/05/02 WATER AND POWER CONTROL DIVISION TIME: 13:22:41 LOVELAND, COLORADO MARCH 2002 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) 1 549.0 0.0 0.0 10.0 576.0 1142 560.0 22.0 582.0 1154 -12 27.0 2 548.0 0.0 0.0 10.0 562.0 1115 515.0 22.0 537.0 1065 50 14.0 3 252.0 0.0 0.0 10.0 269.0 534 251.0 22.0 273.0 541 -7 17.0 4 524.0 0.0 0.0 10.0 533.0 1057 480.0 22.0 502.0 996 63 9.0 5 558.0 0.0 0.0 10.0 571.0 1133 549.0 22.0 571.0 1133 1 13.0 6 546.0 0.0 0.0 10.0 553.0 1097 495.0 23.0 518.0 1027 71 7.0 7 552.0 0.0 0.0 10.0 574.0 1139 551.0 22.0 573.0 1137 2 22.0 8 550.0 0.0 0.0 10.0 564.0 1119 551.0 22.0 573.0 1137 -17 14.0 9 397.0 0.0 0.0 10.0 408.0 809 373.0 22.0 395.0 783 27 11.0 10 279.0 0.0 0.0 10.0 289.0 573 337.0 23.0 360.0 714 -142 10.0 11 551.0 0.0 0.0 10.0 551.0 1093 546.0 23.0 569.0 1129 -36 0.0 12 558.0 0.0 0.0 10.0 592.0 1174 547.0 23.0 570.0 1131 45 34.0 13 555.0 0.0 0.0 10.0 567.0 1125 546.0 23.0 569.0 1129 -3 12.0 14 555.0 0.0 0.0 10.0 582.0 1154 546.0 23.0 569.0 1129 26 27.0 15 554.0 0.0 0.0 10.0 563.0 1117 543.0 23.0 566.0 1123 -6 9.0 16 528.0 0.0 0.0 10.0 547.0 1085 511.0 23.0 534.0 1059 26 19.0 17 248.0 0.0 0.0 10.0 257.0 510 251.0 23.0 274.0 543 -33 9.0 18 478.0 0.0 0.0 10.0 490.0 972 484.0 23.0 507.0 1006 -34 12.0 19 554.0 0.0 0.0 10.0 567.0 1125 546.0 23.0 569.0 1129 -4 13.0 20 452.0 0.0 0.0 10.0 477.0 946 348.0 23.0 371.0 736 213 25.0 21 448.0 0.0 0.0 10.0 455.0 902 482.0 22.0 504.0 1000 -98 7.0 22 548.0 0.0 0.0 10.0 571.0 1133 532.0 23.0 555.0 1101 33 23.0 23 515.0 0.0 0.0 10.0 547.0 1085 471.0 21.0 492.0 976 110 32.0 24 247.0 0.0 0.0 10.0 255.0 506 250.0 21.0 271.0 538 -31 8.0 25 477.0 0.0 0.0 10.0 497.0 986 487.0 22.0 509.0 1010 -23 20.0 26 553.0 0.0 0.0 10.0 575.0 1140 548.0 23.0 571.0 1133 8 22.0 27 553.0 0.0 0.0 10.0 572.0 1135 548.0 22.0 570.0 1131 4 19.0 28 469.0 0.0 0.0 10.0 494.0 980 472.0 22.0 494.0 980 1 25.0 29 352.0 0.0 0.0 10.0 373.0 740 350.0 22.0 372.0 738 3 21.0 30 338.0 0.0 0.0 10.0 354.0 702 428.0 22.0 450.0 893 -191 16.0 31 252.0 0.0 0.0 10.0 274.0 543 251.0 22.0 273.0 541 2 22.0 TOTAL CFS 14540.0 0.0 310.0 15059.0 14349.0 694.0 15043.0 519.0 AF 28839.7 0.0 0.0 614.9 29869.1 29871 28460.8 1376.5 29837.3 29842 48 1029.4 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 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 04/05/02 WATER AND POWER CONTROL DIVISION TIME: 13:22:41 LOVELAND, COLORADO MARCH 2002 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 1802 606 97837 27101 1 77.4 1936 69.1 593 209.0 348.3 600.0 302.5 0.0 218.9 0.0 0.0 70.0 5746.62 98383 5339.12 27388 0 2 77.5 1945 70.4 649 204.0 349.0 584.5 294.7 0.0 219.1 0.0 0.0 69.1 5747.11 98919 5339.46 27653 0 3 72.3 1508 69.5 610 204.0 349.8 583.2 294.1 0.0 219.3 0.0 0.0 69.9 5747.61 99467 5339.78 27904 0 4 72.8 1546 67.6 530 198.0 350.5 564.9 284.8 0.0 219.4 0.0 0.0 66.7 5748.13 100038 5340.10 28156 0 5 74.3 1666 67.4 522 207.0 351.2 589.5 297.2 0.0 219.6 0.0 0.0 66.0 5748.56 100511 5340.45 28434 0 6 72.8 1546 70.8 667 203.0 351.9 576.8 290.8 0.0 219.8 0.0 0.0 68.2 5749.08 101084 5340.79 28706 0 7 74.3 1666 70.0 632 206.0 352.5 584.3 294.6 0.0 219.9 0.0 0.0 70.0 5749.51 101559 5341.15 28996 0 8 75.3 1751 70.8 667 202.0 353.3 571.8 288.3 0.0 220.1 0.0 0.0 69.1 5750.02 102123 5341.46 29247 0 9 74.2 1658 69.4 606 204.0 354.2 575.9 290.4 0.0 220.3 0.0 0.0 68.1 5750.64 102810 5341.73 29467 0 10 69.3 1296 71.3 690 206.0 354.8 580.6 292.7 0.0 220.4 0.0 0.0 69.1 5751.06 103276 5342.02 29705 0 11 71.2 1427 71.7 708 206.0 355.5 579.5 292.1 0.0 220.6 0.0 0.0 69.0 5751.51 103777 5342.28 29919 0 12 74.0 1642 67.9 542 208.0 356.1 584.1 294.5 0.0 220.7 0.0 0.0 69.7 5751.92 104234 5342.60 30184 0 13 75.5 1768 66.2 474 192.0 356.9 538.0 271.2 0.0 220.9 0.0 0.0 66.8 5752.45 104825 5343.02 30535 0 14 74.5 1683 68.0 546 203.0 357.6 567.7 286.2 0.0 221.0 0.0 0.0 66.1 5752.89 105317 5343.49 30931 0 15 74.1 1650 69.0 588 204.0 358.3 569.4 287.1 0.0 221.1 0.0 0.0 68.3 5753.36 105843 5343.91 31288 0 16 74.8 1708 68.5 567 205.0 359.0 571.1 287.9 0.0 221.2 0.0 0.0 67.4 5753.83 106370 5344.24 31570 0 17 68.2 1224 70.3 645 205.0 359.7 570.0 287.4 0.0 221.4 0.0 0.0 67.8 5754.29 106887 5344.50 31794 0 18 69.9 1336 69.4 606 192.0 360.4 532.8 268.6 0.0 221.5 0.0 0.0 70.0 5754.77 107428 5344.69 31958 0 19 74.0 1642 68.8 580 200.0 360.9 554.1 279.4 0.0 221.6 0.0 0.0 67.3 5755.14 107845 5344.85 32097 0 20 76.1 1820 70.0 632 116.0 361.4 321.0 161.8 0.0 221.6 0.0 0.0 67.7 5755.42 108161 5344.91 32149 0 21 78.2 2009 67.7 534 206.0 362.1 568.9 286.8 0.0 221.8 0.0 0.0 68.2 5755.91 108714 5344.98 32210 0 22 79.1 2094 66.1 470 201.0 362.8 554.1 279.3 0.0 221.9 0.0 0.0 67.6 5756.34 109201 5345.37 32551 0 23 78.7 2056 66.0 467 199.0 363.5 547.4 276.0 0.0 222.0 0.0 0.0 66.5 5756.82 109745 5345.78 32912 0 24 71.8 1470 69.3 601 200.0 364.2 549.1 276.9 0.0 222.1 0.0 0.0 67.8 5757.28 110268 5346.09 33187 0 25 71.8 1470 67.2 514 199.0 364.9 545.4 274.9 0.0 222.2 0.0 0.0 67.1 5757.73 110780 5346.45 33509 0 26 72.4 1515 68.5 567 197.0 365.6 538.8 271.6 0.0 222.2 0.0 0.0 66.5 5758.20 111315 5346.82 33842 0 27 73.9 1634 67.7 534 189.0 366.3 516.0 260.2 0.0 222.3 0.0 0.0 67.3 5758.61 111783 5347.20 34186 0 28 74.9 1717 67.3 518 124.0 366.4 338.4 170.6 0.0 222.3 0.0 0.0 66.8 5758.72 111909 5347.46 34423 0 29 74.4 1675 67.6 530 0.0 366.3 0.0 0.0 0.0 222.3 0.0 0.0 66.4 5758.65 111829 5348.04 34957 0 30 76.8 1882 65.5 447 0.0 366.3 0.0 0.0 0.0 222.3 0.0 0.0 66.0 5758.61 111783 5348.70 35571 0 31 72.3 1508 69.7 619 0.0 366.2 0.0 0.0 0.0 222.3 0.0 0.0 64.9 5758.56 111726 5349.40 36230 0 TOTAL CFS 7742.6 TOTAL AF -294 13 5489.0 15357.115357.1 0.0 0.0 0.0 13889 9129 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 04/05/02 WATER AND POWER CONTROL DIVISION TIME: 13:22:41 LOVELAND, COLORADO MARCH 2002 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 0.00 171.00 2 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 175.00 3 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 175.00 4 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 170.00 5 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 175.00 6 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 169.00 7 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 172.00 8 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 165.00 9 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 152.00 10 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 143.00 11 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 144.00 12 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 195.00 13 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 206.00 14 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 237.00 15 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 225.00 16 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 197.00 17 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 54.00 18 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 118.00 19 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 86.00 20 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 64.00 21 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 97.50 22 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 197.75 23 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 191.00 24 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 189.00 25 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 191.00 26 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 190.00 27 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 190.00 28 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 246.00 29 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 341.00 30 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 351.00 31 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 351.00 TOTAL CFS 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 5728.25 TOTAL AF 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 11361.81 ADJUSTMENT AF 12.90 TOTAL FLOW OR DELIVERY AF 11348.91 METERED DELIVERY AF 498.00 NOTE: AVERAGE DAILY CFS UNLESS NOTED OTHERWISE * TOTAL FLOW INCLUDES NON-CHARGE WATER 1 PICK SLOAN MISSOURI BASIN PROGRAM UNITED STATES BUREAU OF RECLAMATION WESTERN DIVISION WATER AND POWER SYSTEM AS OF 04/05/02 WATER AND POWER CONTROL DIVISION TIME: 13:22:41 LOVELAND, COLORADO MARCH 2002 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) 12845.10 1 0.00 0.00 0.00 7.00 0.00 0.00 7.00 12859.10 2 0.00 0.00 0.00 7.00 0.00 0.00 7.00 12873.10 3 0.00 0.00 0.00 7.00 0.00 0.00 7.00 12887.10 4 0.00 0.00 0.00 7.00 0.00 0.00 7.00 12901.10 5 0.00 0.00 0.00 7.00 0.00 0.00 7.00 12915.10 6 0.00 0.00 0.00 7.00 0.00 0.00 7.00 12929.10 7 0.00 0.00 0.00 7.00 0.00 0.00 7.00 12943.10 8 0.00 0.00 0.00 7.00 0.00 0.00 7.00 12957.10 9 0.00 0.00 0.00 7.00 0.00 0.00 7.00 12971.10 10 0.00 0.00 0.00 7.00 0.00 0.00 7.00 12985.10 11 0.00 0.00 0.00 7.00 0.00 0.00 7.00 12999.10 12 0.00 0.00 0.00 7.00 0.00 0.00 7.00 13013.10 13 0.00 0.00 0.00 7.00 0.00 0.00 7.00 13027.10 14 0.00 0.00 0.00 7.00 0.00 0.00 7.00 13041.10 15 0.00 0.00 0.00 7.00 0.00 0.00 7.00 13055.10 16 0.00 0.00 0.00 7.00 0.00 0.00 7.00 13069.10 17 0.00 0.00 0.00 7.00 0.00 0.00 7.00 13083.10 18 0.00 0.00 0.00 7.00 0.00 0.00 7.00 13097.10 19 0.00 0.00 0.00 7.00 0.00 0.00 7.00 13111.10 20 0.00 0.00 0.00 7.00 0.00 0.00 7.00 13125.10 21 0.00 0.00 0.00 2.50 0.00 0.00 2.50 13130.10 22 0.00 0.00 0.00 6.25 0.00 0.00 6.25 13142.60 23 0.00 0.00 0.00 10.00 0.00 0.00 10.00 13162.60 24 0.00 0.00 0.00 10.00 0.00 0.00 10.00 13182.60 25 0.00 0.00 0.00 10.00 0.00 0.00 10.00 13202.60 26 0.00 0.00 0.00 10.00 0.00 0.00 10.00 13222.60 27 0.00 0.00 0.00 10.00 0.00 0.00 10.00 13242.60 28 0.00 0.00 0.00 10.00 0.00 0.00 10.00 13262.60 29 0.00 0.00 0.00 10.00 0.00 0.00 10.00 13282.60 30 0.00 0.00 0.00 10.00 0.00 0.00 10.00 13302.60 31 0.00 0.00 0.00 10.00 0.00 0.00 10.00 13322.60 TOTAL CFS 0.00 0.00 0.00 238.75 0.00 0.00 238.75 TOTAL AF 0.00 0.00 0.00 477.50 0.00 0.00 477.50 13322.60 METERED DELIVERY AF 3.40 1273.50 12.90 0.00 1485.20 2775.00 16097.60 TOTAL FLOW OR DELIVERY AF * 3.40 1273.50 0.00 490.40 0.00 1485.20 3252.50 16097.60 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 2002 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. 0.10 0.16 7. 2. 0.08 0.52 0.00 0. 0.53 0. 2 0.00 0.00 2. 0. 0.00 0.00 7. 2. 0.00 0.00 0.00 0. 0.00 0. 3 0.00 0.50 2. 0. 0.00 0.04 7. 3. 0.00 0.00 0.00 0. 0.00 0. 4 0.00 0.00 2. 0. 0.00 0.00 7. 2. 0.00 0.00 0.00 0. 0.00 0. 5 0.00 0.00 2. 0. 0.00 0.00 7. 2. 0.00 0.00 0.00 0. 0.00 0. 6 0.00 0.00 2. 0. 0.00 0.00 7. 2. 0.00 0.00 0.00 0. 0.00 0. 7 0.03 0.00 2. 0. 0.00 0.01 7. 2. 0.00 0.00 0.00 0. 0.00 0. 8 0.07 0.00 2. 0. 0.30 0.51 7. 2. 0.12 0.00 0.00 0. 0.04 0. 9 0.00 0.00 2. 0. 0.00 0.00 7. 2. 0.00 0.00 0.00 0. 0.00 0. 10 0.01 0.35 2. 0. 0.00 0.00 7. 2. 0.00 0.00 0.00 0. 0.00 0. 11 0.00 0.00 2. 0. 0.00 0.00 7. 2. 0.00 0.00 0.00 0. 0.00 0. 12 0.00 0.00 2. 0. 0.00 0.00 7. 2. 0.00 0.00 0.00 0. 0.00 0. 13 0.16 0.32 2. 0. 0.00 0.00 7. 2. 0.12 0.00 0.37 0. 0.00 0. 14 0.01 0.00 2. 0. 0.32 0.38 7. 2. 0.16 0.00 0.04 0. 0.50 0. 15 0.00 0.00 2. 0. 0.00 0.01 7. 2. 0.00 0.51 0.00 0. 0.02 0. 16 0.00 0.00 2. 0. 0.00 0.00 7. 2. 0.00 0.00 0.00 0. 0.00 0. 17 0.00 0.00 2. 0. 0.00 0.01 7. 3. 0.00 0.00 0.00 0. 0.00 0. 18 0.00 0.00 2. 0. 0.00 0.00 7. 2. 0.04 0.00 0.04 0. 0.01 0. 19 0.00 0.00 2. 0. 0.00 0.00 7. 2. 0.00 0.00 0.00 0. 0.00 0. 20 0.00 0.00 2. 0. 0.00 0.00 7. 2. 0.00 0.08 0.00 0. 0.00 0. 21 0.00 0.00 2. 0. 0.00 0.00 7. 2. 0.00 0.00 0.00 0. 0.00 0. 22 0.00 0.00 2. 0. 0.00 0.00 7. 2. 0.00 0.00 0.00 0. 0.00 0. 23 0.00 0.00 2. 0. 0.00 0.00 7. 2. 0.00 0.00 0.00 0. 0.00 0. 24 0.06 0.00 2. 0. 0.00 0.00 7. 2. 0.08 0.10 0.08 0. 0.00 0. 25 0.10 0.13 2. 0. 0.00 0.10 7. 2. 0.04 0.00 0.00 0. 0.08 0. 26 0.00 0.00 2. 0. 0.00 0.00 7. 2. 0.00 0.00 0.00 0. 0.00 0. 27 0.00 0.00 2. 0. 0.00 0.06 7. 2. 0.00 0.00 0.00 0. 0.00 0. 28 0.00 0.00 2. 0. 0.00 0.00 7. 2. 0.00 0.00 0.00 0. 0.00 0. 29 0.00 0.00 2. 0. 0.00 0.00 7. 2. 0.00 0.00 0.00 0. 0.00 0. 30 0.00 0.00 2. 0. 0.00 0.00 7. 2. 0.00 0.00 0.00 0. 0.00 0. 31 0.00 0.00 2. 0. 0.00 0.00 7. 3. 0.00 0.00 0.00 0. 0.00 0. TOTALS 0.44 1.30 52. 10. 0.72 1.28 208. 77. 0.64 1.21 0.53 0. 1.18 0. 1 UPPER COLORADO RIVER DAILY DATA COLLECTION FOR MARCH 2002 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 78 22 26 6 0.10 12 8 136 123 8 -21 0.00 2 51 22 8 -25 0.00 12 7 90 121 10 -22 0.00 3 50 22 14 -24 0.00 12 7 82 113 17 -4 0.50 4 -6 22 32 -16 0.00 11 7 101 113 31 -3 0.00 5 41 22 37 -16 0.00 12 8 92 111 42 6 0.00 6 46 22 43 1 0.00 11 7 99 111 45 23 0.00 7 60 22 41 17 0.00 11 7 92 111 41 23 0.00 8 157 22 36 13 0.30 14 7 142 110 32 -8 0.00 9 66 22 28 -4 0.00 14 8 78 109 28 -3 0.00 10 7 22 44 -10 0.00 13 7 97 109 47 23 0.35 11 39 22 37 20 0.00 11 7 123 135 42 15 0.00 12 58 22 46 5 0.00 12 7 102 152 48 30 0.00 13 58 22 47 30 0.00 13 8 121 152 51 15 0.32 14 125 22 44 14 0.32 14 7 130 174 29 2 0.00 15 59 22 31 0 0.00 12 7 127 189 30 5 0.00 16 30 22 32 0 0.00 12 7 143 205 32 6 0.00 17 55 22 29 -4 0.00 13 8 117 204 30 7 0.00 18 35 22 36 0 0.00 12 7 79 204 37 6 0.00 19 45 22 36 0 0.00 12 7 118 205 36 7 0.00 20 52 22 43 2 0.00 12 7 116 179 46 15 0.00 21 42 22 48 9 0.00 16 8 121 164 49 16 0.00 22 26 22 48 10 0.00 15 7 133 164 55 23 0.00 23 70 22 49 13 0.00 15 7 134 164 50 21 0.00 24 45 22 43 14 0.00 16 7 133 163 36 17 0.00 25 50 22 40 17 0.00 17 8 121 164 37 17 0.13 26 41 22 42 17 0.00 15 7 146 164 44 26 0.00 27 84 22 42 23 0.00 19 7 124 167 45 27 0.00 28 76 22 45 24 0.00 20 7 146 164 51 21 0.00 29 26 22 47 24 0.00 20 8 150 162 52 21 0.00 30 106 22 47 17 0.00 25 7 144 162 43 22 0.00 31 74 22 52 18 0.00 24 7 150 162 57 25 0.00