1 PICK SLOAN MISSOURI BASIN PROGRAM UNITED STATES BUREAU OF RECLAMATION WESTERN DIVISION WATER AND POWER SYSTEM AS OF 02/03/05 WATER AND POWER CONTROL DIVISION TIME: 12:43:45 LOVELAND, COLORADO JANUARY 2005 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) 208913 1 9001.74 208750 88 0 88 60 296 -163 133 67 0 67 0.00 35 3 0 72 2 9001.67 208559 88 0 88 60 296 -191 105 53 0 53 0.00 28 3 0 52 3 9001.62 208423 88 0 88 60 296 -136 160 80 0 80 0.00 38 3 0 52 4 9001.60 208369 88 0 88 60 296 -54 242 121 0 121 0.54 32 14 0 73 5 9001.54 208206 88 0 88 60 296 -163 133 67 0 67 0.04 22 10 0 82 6 9001.49 208070 88 0 88 60 296 -136 160 80 0 80 0.02 21 6 0 63 7 9001.43 207907 88 0 88 60 296 -163 133 67 0 67 0.00 28 4 0 58 8 9001.38 207772 88 0 88 60 296 -135 161 81 0 81 0.12 31 17 0 66 9 9001.33 207636 88 0 88 60 296 -136 160 80 0 80 0.00 36 26 0 74 10 9001.27 207474 88 0 88 62 300 -162 138 69 0 69 0.02 40 19 0 80 11 9001.23 207365 88 0 88 63 302 -109 193 97 0 97 0.10 40 21 0 86 12 9001.18 207230 88 0 88 63 302 -135 167 84 0 84 0.02 23 -3 0 86 13 9001.11 207041 98 0 98 63 322 -189 133 67 0 67 0.00 22 -2 0 40 14 9001.02 206798 101 0 101 63 328 -243 85 43 0 43 0.00 29 2 0 51 15 9000.95 206609 101 0 101 63 328 -189 139 70 0 70 0.00 29 1 0 50 16 9000.88 206420 101 0 101 63 328 -189 139 70 0 70 0.01 34 5 0 51 17 9000.83 206285 101 0 101 63 328 -135 193 97 0 97 0.00 34 8 0 64 18 9000.75 206069 101 0 101 63 328 -216 112 56 0 56 0.00 35 8 0 52 19 9000.69 205908 101 0 101 63 328 -161 167 84 0 84 0.00 42 13 0 65 20 9000.62 205719 101 0 101 61 324 -189 135 68 0 68 0.00 48 13 0 56 21 9000.54 205504 101 0 101 61 324 -215 109 55 0 55 0.00 43 8 0 57 22 9000.48 205343 101 0 101 61 324 -161 163 82 0 82 0.00 44 8 0 50 23 9000.41 205155 101 0 101 61 324 -188 136 68 0 68 0.00 43 12 0 52 24 9000.34 204967 89 0 89 61 300 -188 112 56 0 56 0.00 45 8 0 57 25 9000.28 204806 88 0 88 61 298 -161 137 69 0 69 0.00 40 7 0 55 26 9000.22 204646 88 0 88 61 298 -160 138 69 0 69 0.00 35 8 0 48 27 9000.16 204485 88 0 88 61 298 -161 137 69 0 69 0.01 40 19 0 51 28 9000.10 204324 88 0 88 61 298 -161 137 69 0 69 0.00 34 8 0 67 29 9000.05 204191 88 0 88 61 298 -133 165 83 0 83 0.13 35 9 0 53 30 8999.99 204030 88 0 88 61 298 -161 137 69 0 69 0.01 29 11 0 61 31 8999.93 203870 88 0 88 62 300 -160 140 70 0 70 0.04 28 -3 0 62 TOTAL CFS 2869 0 2869 1902 2260 0 2260 1886 TOTAL AF -5043 5738 0 5738 3804 9542 -5043 4499 4499 0 4520 1.06 34 9 0 3772 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 02/03/05 WATER AND POWER CONTROL DIVISION TIME: 12:43:45 LOVELAND, COLORADO JANUARY 2005 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) 78769 1 7906.21 78676 207 0 207 411 -93 318 160 -22 0 138 0.00 33 1 682 2 7906.11 78544 206 0 206 409 -132 277 140 -36 0 104 0.05 20 0 615 3 7906.01 78412 206 0 206 409 -132 277 140 -8 0 132 0.00 23 6 579 4 7905.94 78321 207 0 207 411 -91 320 161 33 0 194 0.47 29 26 627 5 7905.89 78255 203 0 203 403 -66 337 170 -22 0 148 0.04 29 6 645 6 7905.81 78151 203 0 203 403 -104 299 151 -8 0 143 0.00 23 3 656 7 7905.72 78033 205 0 205 407 -118 289 146 -22 0 124 0.00 28 22 616 8 7905.66 77955 193 0 193 383 -78 305 154 -8 0 146 0.00 34 33 619 9 7905.61 77890 195 0 195 387 -65 322 162 -8 0 154 0.11 41 30 653 10 7905.56 77824 201 0 201 399 -66 333 168 -19 0 149 0.02 41 26 675 11 7905.49 77733 220 0 220 436 -91 345 174 9 0 183 0.59 36 23 741 12 7905.39 77602 240 0 240 476 -131 345 174 -5 0 169 0.00 27 -4 741 13 7905.23 77393 243 0 243 482 -209 273 138 -32 0 106 0.00 29 10 689 14 7905.09 77211 244 0 244 484 -182 302 152 -59 0 93 0.00 34 0 595 15 7904.95 77028 243 0 243 482 -183 299 151 -32 0 119 0.00 37 3 633 16 7904.81 76848 243 0 243 482 -180 302 152 -32 0 120 0.00 27 15 630 17 7904.69 76693 243 0 243 482 -155 327 165 -5 0 160 0.00 35 8 693 18 7904.55 76512 244 0 244 484 -181 303 153 -45 0 108 0.00 27 18 704 19 7904.43 76357 244 0 244 484 -155 329 166 -18 0 148 0.00 41 5 700 20 7904.30 76189 242 0 242 480 -168 312 157 -34 0 123 0.00 29 1 682 21 7904.17 76021 243 0 243 482 -168 314 158 -47 0 111 0.00 27 -1 671 22 7904.03 75841 242 0 242 480 -180 300 151 -20 0 131 0.00 26 0 663 23 7903.89 75662 243 0 243 482 -179 303 153 -33 0 120 0.00 25 -2 634 24 7903.74 75470 243 0 243 482 -192 290 146 -33 0 113 0.00 27 -3 520 25 7903.63 75330 214 0 214 424 -140 284 143 -20 0 123 0.00 23 -3 549 26 7903.55 75228 187 0 187 371 -102 269 136 -19 0 117 0.00 18 -3 594 27 7903.47 75126 190 0 190 377 -102 275 139 -20 0 119 0.00 29 10 586 28 7903.41 75049 194 0 194 385 -77 308 155 -20 0 135 0.00 31 7 631 29 7903.33 74947 192 0 192 381 -102 279 141 -6 0 135 0.00 31 7 671 30 7903.26 74858 194 0 194 385 -89 296 149 -20 0 129 0.20 35 19 667 31 7903.18 74756 201 0 201 399 -102 297 150 -18 0 132 0.00 0 0 648 TOTAL CFS 6775 0 6775 4755 -629 0 4126 20009 TOTAL AF -4013 13442 0 13442 13442 -4013 9429 9431 -1249 0 8185 1.48 29 8 39689 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 02/03/05 WATER AND POWER CONTROL DIVISION TIME: 12:43:45 LOVELAND, COLORADO JANUARY 2005 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) 8685 1 8123.34 8708 7 0 0 0 0 0 7 14 23 37 19 2 8123.42 8729 7 0 0 0 0 0 7 14 21 35 18 3 8123.50 8749 7 0 0 0 0 0 7 14 20 34 17 4 8123.61 8777 7 0 0 0 0 0 7 14 28 42 21 5 8123.70 8800 7 0 0 1 0 0 8 16 23 39 20 6 8123.80 8826 7 0 0 0 0 0 7 14 26 40 20 7 8123.90 8851 7 0 0 0 0 0 7 14 25 39 20 8 8124.00 8877 7 0 0 0 0 0 7 14 26 40 20 9 8124.10 8903 7 0 0 0 0 0 7 14 26 40 20 10 8124.17 8921 7 0 0 1 0 0 8 16 18 34 17 11 8124.32 8960 7 0 0 0 0 0 7 14 39 53 27 12 8124.40 8981 7 0 0 0 0 0 7 14 21 35 18 13 8124.49 9005 7 0 0 0 0 0 7 14 24 38 19 14 8124.57 9026 7 0 0 0 0 0 7 14 21 35 18 15 8124.65 9047 7 0 0 1 0 0 8 16 21 37 19 16 8124.73 9068 7 0 0 0 0 0 7 14 21 35 18 17 8124.82 9091 7 0 0 0 0 0 7 14 23 37 19 18 8124.88 9107 7 0 0 0 0 0 7 14 16 30 15 19 8124.97 9131 7 0 0 0 0 0 7 14 24 38 19 20 8125.05 9153 7 0 0 1 0 0 8 16 22 38 19 21 8125.12 9171 7 0 0 0 0 0 7 14 18 32 16 22 8125.20 9192 7 0 0 0 0 0 7 14 21 35 18 23 8125.27 9211 7 0 0 0 0 0 7 14 19 33 17 24 8125.34 9230 7 0 0 0 0 0 7 14 19 33 17 25 8125.42 9251 7 0 0 1 0 0 8 16 21 37 19 26 8125.48 9267 7 0 0 0 0 0 7 14 16 30 15 27 8125.56 9289 7 0 0 0 0 0 7 14 22 36 18 28 8125.63 9308 7 0 0 0 0 0 7 14 19 33 17 29 8125.70 9326 7 0 0 0 0 0 7 14 18 32 16 30 8125.77 9345 7 0 0 1 0 0 8 16 19 35 18 31 8125.84 9364 7 0 0 0 0 0 7 14 19 33 17 TOTAL CFS 217 0 0 6 0 0 223 571 TOTAL AF 679 434 0 0 12 0 0 446 446 679 1125 1125 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 02/03/05 WATER AND POWER CONTROL DIVISION TIME: 12:43:45 LOVELAND, COLORADO JANUARY 2005 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 02/03/05 WATER AND POWER CONTROL DIVISION TIME: 12:43:45 LOVELAND, COLORADO JANUARY 2005 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 17790 1 8366.51 8366.69 17707 532 45 577 1144 -83 1061 998 63 32 0.00 0.00 34 6 2 8366.54 8366.72 17762 534 45 579 1148 55 1203 1160 43 22 0.00 0.00 28 -8 3 8366.56 8366.73 17785 536 32 568 1127 23 1150 1107 43 22 0.00 0.00 31 -4 4 8366.57 8366.74 17804 526 20 546 1083 19 1102 994 108 54 0.01 0.03 29 5 5 8366.56 8366.73 17785 517 20 537 1065 -19 1046 885 161 81 0.20 0.41 27 19 6 8366.56 8366.67 17706 516 20 536 1063 -79 984 885 99 50 0.05 0.06 23 7 7 8366.59 8366.69 17747 323 20 343 680 41 721 597 124 63 0.02 0.01 23 1 8 8366.62 8366.75 17843 377 20 397 787 96 883 780 103 52 0.05 0.10 27 -2 9 8366.57 8366.74 17804 459 20 479 950 -39 911 841 70 35 0.12 0.22 39 24 10 8366.55 8366.75 17807 532 20 552 1095 3 1098 976 122 62 0.04 0.16 38 30 11 8366.56 8366.77 17839 530 20 550 1091 32 1123 946 177 89 0.21 0.26 38 27 12 8366.51 8366.68 17694 530 20 550 1091 -145 946 861 85 43 0.36 0.21 33 18 13 8366.57 8366.73 17790 532 20 552 1095 96 1191 1105 86 43 0.00 0.01 26 0 14 8366.55 8366.73 17780 534 20 554 1099 -10 1089 980 109 55 0.00 0.00 28 -8 15 8366.56 8366.74 17799 534 20 554 1099 19 1118 1008 110 55 0.00 0.00 29 -8 16 8366.56 8366.74 17799 534 20 554 1099 0 1099 982 117 59 0.00 0.00 30 -10 17 8366.56 8366.73 17785 532 20 552 1095 -14 1081 982 99 50 0.00 0.02 38 24 18 8366.56 8366.74 17799 534 20 554 1099 14 1113 1049 64 32 0.00 0.00 31 4 19 8366.55 8366.74 17794 532 20 552 1095 -5 1090 1035 55 28 0.00 0.00 41 22 20 8366.51 8366.71 17734 529 20 549 1089 -60 1029 980 49 25 0.00 0.00 38 5 21 8366.56 8366.74 17799 527 20 547 1085 65 1150 1055 95 48 0.00 0.00 37 1 22 8366.55 8366.73 17780 528 20 548 1087 -19 1068 962 106 53 0.00 0.00 32 -2 23 8366.56 8366.73 17785 529 20 549 1089 5 1094 1002 92 46 0.00 0.00 35 1 24 8366.54 8366.74 17789 523 20 543 1077 4 1081 1010 71 36 0.00 0.00 32 -2 25 8366.55 8366.73 17780 505 20 525 1041 -9 1032 986 46 23 0.00 0.00 34 -2 26 8366.59 8366.75 17827 415 20 435 863 47 910 787 123 62 0.00 0.00 29 -5 27 8366.54 8366.73 17775 496 20 516 1023 -52 971 910 61 31 0.00 0.00 35 6 28 8366.54 8366.73 17775 532 20 552 1095 0 1095 1014 81 41 0.00 0.02 34 16 29 8366.55 8366.73 17780 516 20 536 1063 5 1068 1012 56 28 0.01 0.01 30 12 30 8366.56 8366.75 17812 530 20 550 1091 32 1123 1020 103 52 0.00 0.00 31 8 31 8366.55 8366.74 17794 529 20 549 1089 -18 1071 998 73 37 0.02 0.02 29 15 TOTAL CFS 15803 682 16485 1409 32 6 TOTAL AF 4 31344.8 1361 32697 32697 4 32701 29907 2794 2793 1.09 1.54 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 02/03/05 WATER AND POWER CONTROL DIVISION TIME: 12:43:45 LOVELAND, COLORADO JANUARY 2005 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) 256971 1 8233.98 256066 503 20 0 1.0 524 1039 -905 134 68 45 0 0 23 55 0 2 8233.77 255013 585 20 0 1.0 606 1202 -1053 149 75 45 0 0 30 52 0 3 8233.56 253963 558 20 0 1.0 579 1148 -1050 98 49 32 0 0 17 39 0 4 8233.37 253014 501 20 0 1.0 522 1035 -949 86 43 20 0 0 23 77 0 5 8233.23 252316 446 20 0 1.0 467 926 -698 228 115 20 0 0 95 176 0 6 8233.07 251520 446 20 0 1.0 467 926 -796 130 66 20 0 0 46 96 0 7 8232.95 250923 301 20 0 1.0 322 639 -597 42 21 20 0 0 1 64 0 8 8232.80 250179 393 20 0 1.0 414 821 -744 77 39 20 0 0 19 71 0 9 8232.64 249386 424 20 0 1.0 445 883 -793 90 45 20 0 0 25 60 0 10 8232.46 248496 492 20 0 1.0 513 1018 -890 128 65 20 0 0 45 107 0 11 8232.32 247805 477 20 0 1.0 498 988 -691 297 150 20 0 0 130 219 0 12 8232.15 246967 434 20 0 1.0 455 902 -838 64 32 20 0 0 12 55 0 13 8231.93 245925 557 20 0 1.0 578 1146 -1042 104 52 20 0 0 32 75 0 14 8231.72 244895 494 20 0 1.0 515 1021 -1030 -9 -4 20 0 0 -24 31 0 15 8231.52 243917 508 20 0 1.0 529 1049 -978 71 36 20 0 0 16 71 0 16 8231.31 242891 495 20 0 1.0 516 1023 -1026 -3 -1 20 0 0 -21 38 0 17 8231.10 241868 495 20 0 1.0 516 1023 -1023 0 0 20 0 0 -20 30 0 18 8230.90 240895 529 20 0 1.0 550 1091 -973 118 59 20 0 0 39 71 0 19 8230.69 239876 522 20 0 1.0 543 1077 -1019 58 29 20 0 0 9 37 0 20 8230.50 238956 494 20 0 1.0 515 1021 -920 101 51 20 0 0 31 56 0 21 8230.28 237893 532 20 0 1.0 553 1097 -1063 34 17 20 0 0 -3 45 0 22 8230.08 236928 485 20 0 1.0 506 1004 -965 39 20 20 0 0 0 53 0 23 8229.87 235918 505 20 0 1.0 526 1043 -1010 33 17 20 0 0 -3 43 0 24 8229.67 234957 509 20 0 1.0 530 1051 -961 90 45 20 0 0 25 61 0 25 8229.47 233999 497 20 0 1.0 518 1027 -958 69 35 20 0 0 15 38 0 26 8229.30 233186 397 20 0 1.0 418 829 -813 16 8 20 0 0 -12 50 0 27 8229.12 232326 459 20 0 1.0 480 952 -860 92 46 20 0 0 26 57 0 28 8228.91 231326 511 20 0 1.0 532 1055 -1000 55 28 20 0 0 8 49 0 29 8228.70 230328 510 20 0 1.0 531 1053 -998 55 28 20 0 0 8 36 0 30 8228.48 229284 514 20 0 1.0 535 1061 -1044 17 9 20 0 0 -11 41 0 31 8228.28 228338 503 20 0 1.0 524 1039 -946 93 47 20 0 0 27 64 0 TOTAL CFS 15076 620 0 31.0 15727 1290 682 0 0 608 2017 0 TOTAL AF -28633 29907 1240 0 61.5 31189 31189 -28633 2556 2556 1361 0 0 1207 3997 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 02/03/05 WATER AND POWER CONTROL DIVISION TIME: 12:43:45 LOVELAND, COLORADO JANUARY 2005 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. 496 2825 1 36.01 72.24 768 2584 31 1055.2 532.0 0.00 1085.0 547.0 55.0 25.0 0 0 0 0.00 36 23 2 28.65 73.90 497 2869 14 1059.2 534.0 0.00 1088.9 549.0 46.0 24.0 0 0 0 0.00 43 17 3 32.80 73.21 645 2749 28 1063.1 536.0 0.00 1086.9 548.0 51.0 25.0 0 0 0 0.00 46 19 4 35.89 72.49 763 2626 -5 1043.3 526.0 0.00 1086.9 548.0 44.0 25.0 0 0 0 0.00 25 0 5 35.32 72.49 741 2626 -22 1025.5 517.0 0.00 1088.9 549.0 46.0 25.0 0 0 0 0.08 25 -5 6 34.27 72.62 700 2648 -19 1023.5 516.0 0.00 1092.9 551.0 50.0 25.0 0 0 0 0.00 29 22 7 38.29 70.19 860 2253 -235 640.7 323.0 0.00 864.8 436.0 20.0 25.0 0 0 0 0.00 32 12 8 37.40 72.30 824 2594 305 747.8 377.0 0.00 493.9 249.0 51.0 27.0 0 406 0 0.04 36 29 9 32.70 72.60 641 2645 -132 910.4 459.0 0.00 1092.9 551.0 53.0 27.0 0 0 0 0.08 43 29 10 30.91 73.16 576 2740 30 1055.2 532.0 0.00 1092.9 551.0 61.0 27.0 0 0 0 0.00 47 33 11 30.31 73.38 554 2778 16 1051.2 530.0 0.00 1088.9 549.0 54.0 27.0 0 43 0 0.08 44 29 12 32.03 72.88 616 2692 -24 1051.2 530.0 0.00 1088.9 549.0 34.0 27.0 0 122 0 0.04 36 21 13 35.69 72.22 756 2581 29 1055.2 532.0 0.00 1090.9 550.0 59.0 27.0 0 0 0 0.00 47 22 14 35.23 72.19 737 2576 -24 1059.2 534.0 0.00 1092.9 551.0 31.0 26.0 0 0 0 0.00 37 24 15 37.03 71.76 809 2504 0 1059.2 534.0 0.00 1086.9 548.0 40.0 26.0 0 0 0 0.00 38 28 16 36.11 72.15 772 2569 28 1059.2 534.0 0.00 1090.9 550.0 56.0 26.0 0 0 0 0.00 44 17 17 33.44 72.86 669 2689 17 1055.2 532.0 0.00 1090.9 550.0 52.0 26.0 0 0 0 0.00 45 31 18 33.88 72.78 685 2675 2 1059.2 534.0 0.00 1088.9 549.0 42.0 26.0 0 77 0 0.00 45 37 19 35.18 72.44 736 2618 -6 1055.2 532.0 0.00 1088.9 549.0 40.0 26.0 0 0 0 0.00 56 42 20 34.39 72.61 705 2646 -3 1049.3 529.0 0.00 1090.9 550.0 45.0 26.0 0 0 0 0.00 67 27 21 32.50 73.07 634 2725 8 1045.3 527.0 0.00 1086.9 548.0 51.0 26.0 0 0 0 0.00 55 25 22 30.98 73.43 578 2787 6 1047.3 528.0 0.00 1086.9 548.0 49.0 26.0 0 0 0 0.00 47 20 23 31.08 73.16 582 2740 -43 1049.3 529.0 0.00 1090.9 550.0 24.0 25.0 0 0 0 0.00 58 26 24 32.61 72.98 638 2709 25 1037.4 523.0 0.00 1088.9 549.0 64.0 26.0 0 0 0 0.00 58 20 25 31.55 73.18 599 2744 -4 1001.7 505.0 0.00 1037.4 523.0 42.0 26.0 0 0 0 0.08 54 23 26 31.29 73.23 589 2752 -2 823.1 415.0 0.00 852.9 430.0 40.0 26.0 0 0 0 0.00 48 17 27 29.11 73.38 513 2778 -50 983.8 496.0 0.00 1088.9 549.0 54.0 26.0 0 0 0 0.00 49 21 28 31.02 72.94 580 2702 -9 1055.2 532.0 0.00 1090.9 550.0 39.0 26.0 0 0 0 0.00 43 21 29 32.97 72.38 651 2607 -24 1023.5 516.0 0.00 1088.9 549.0 46.0 25.0 0 0 0 0.16 37 16 30 36.39 71.56 783 2471 -4 1051.2 530.0 0.00 1083.0 546.0 40.0 26.0 0 0 0 0.44 42 24 31 36.89 71.46 803 2455 4 1049.3 529.0 0.00 1090.9 550.0 49.0 26.0 0 0 0 0.00 39 6 TOTAL CFS 15803.0 16466.0 1428.0 802.0 0 TOTAL AF 307 -370 -63 0.00 2832. 1591. 0 648 0 1.00 44 22 31344.8 32659.8 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 02/03/05 WATER AND POWER CONTROL DIVISION TIME: 12:43:45 LOVELAND, COLORADO JANUARY 2005 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) 1 532.0 0.0 0.0 10.0 587.0 1164 547.0 25.0 572.0 1135 31 55.0 2 534.0 0.0 0.0 10.0 580.0 1150 549.0 24.0 573.0 1137 14 46.0 3 536.0 0.0 0.0 10.0 587.0 1164 548.0 25.0 573.0 1137 28 51.0 4 526.0 0.0 0.0 10.0 570.0 1131 548.0 25.0 573.0 1137 -5 44.0 5 517.0 0.0 0.0 10.0 563.0 1117 549.0 25.0 574.0 1139 -22 46.0 6 516.0 0.0 0.0 10.0 566.0 1123 551.0 25.0 576.0 1142 -19 50.0 7 323.0 0.0 0.0 10.0 343.0 680 436.0 25.0 461.0 914 -235 20.0 8 377.0 0.0 0.0 10.0 428.0 849 249.0 27.0 276.0 547 305 51.0 9 459.0 0.0 0.0 10.0 512.0 1016 551.0 27.0 578.0 1146 -132 53.0 10 532.0 0.0 0.0 10.0 593.0 1176 551.0 27.0 578.0 1146 30 61.0 11 530.0 0.0 0.0 15.0 584.0 1158 549.0 27.0 576.0 1142 16 54.0 12 530.0 0.0 0.0 15.0 564.0 1119 549.0 27.0 576.0 1142 -24 34.0 13 532.0 0.0 0.0 15.0 591.0 1172 550.0 27.0 577.0 1144 29 59.0 14 534.0 0.0 0.0 15.0 565.0 1121 551.0 26.0 577.0 1144 -24 31.0 15 534.0 0.0 0.0 10.0 574.0 1139 548.0 26.0 574.0 1139 0 40.0 16 534.0 0.0 0.0 15.0 590.0 1170 550.0 26.0 576.0 1142 28 56.0 17 532.0 0.0 0.0 10.0 584.0 1158 550.0 26.0 576.0 1142 17 52.0 18 534.0 0.0 0.0 14.0 576.0 1142 549.0 26.0 575.0 1140 2 42.0 19 532.0 0.0 0.0 14.0 572.0 1135 549.0 26.0 575.0 1140 -6 40.0 20 529.0 0.0 0.0 14.0 574.0 1139 550.0 26.0 576.0 1142 -3 45.0 21 527.0 0.0 0.0 14.0 578.0 1146 548.0 26.0 574.0 1139 8 51.0 22 528.0 0.0 0.0 14.0 577.0 1144 548.0 26.0 574.0 1139 6 49.0 23 529.0 0.0 0.0 14.0 553.0 1097 550.0 25.0 575.0 1140 -43 24.0 24 523.0 0.0 0.0 14.0 587.0 1164 549.0 26.0 575.0 1140 25 64.0 25 505.0 0.0 0.0 14.0 547.0 1085 523.0 26.0 549.0 1089 -4 42.0 26 415.0 0.0 0.0 14.0 455.0 902 430.0 26.0 456.0 904 -2 40.0 27 496.0 0.0 0.0 15.0 550.0 1091 549.0 26.0 575.0 1140 -50 54.0 28 532.0 0.0 0.0 14.0 571.0 1133 550.0 26.0 576.0 1142 -9 39.0 29 516.0 0.0 0.0 14.0 562.0 1115 549.0 25.0 574.0 1139 -24 46.0 30 530.0 0.0 0.0 14.0 570.0 1131 546.0 26.0 572.0 1135 -4 40.0 31 529.0 0.0 0.0 14.0 578.0 1146 550.0 26.0 576.0 1142 4 49.0 TOTAL CFS 15803.0 0.0 392.0 17231.0 16466.0 802.0 17268.0 1428.0 AF 31344.8 0.0 0.0 777.5 34177.2 34177 32659.8 1590.7 34250.6 34246 -63 2832.4 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 02/03/05 WATER AND POWER CONTROL DIVISION TIME: 12:43:45 LOVELAND, COLORADO JANUARY 2005 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 1405 703 52420 108804 1 72.1 1493 70.0 632 224.0 290.6 770.7 388.6 0.0 188.0 0.0 0.0 69.4 5701.10 53167 5404.25 108938 0 2 71.5 1448 71.6 703 223.0 291.5 765.1 385.7 0.0 188.7 0.0 0.0 68.0 5701.86 53838 5404.38 109157 0 3 72.8 1546 69.9 627 224.0 292.3 766.2 386.3 0.0 189.4 0.0 0.0 69.4 5702.66 54548 5404.56 109460 0 4 72.3 1508 71.7 708 224.0 293.2 763.9 385.1 0.0 190.1 0.0 0.0 68.2 5703.47 55270 5404.65 109612 0 5 73.5 1601 70.2 640 223.0 294.1 758.2 382.3 0.0 190.8 0.0 0.0 68.8 5704.27 55986 5404.75 109780 0 6 73.9 1634 70.5 654 223.0 294.9 756.1 381.2 0.0 191.5 0.0 0.0 67.8 5705.02 56661 5404.89 110017 0 7 71.9 1478 70.9 672 223.0 295.8 753.9 380.1 0.0 192.1 0.0 0.0 67.5 5705.78 57348 5404.97 110152 0 8 69.8 1329 69.5 610 119.0 296.2 401.7 202.5 0.0 192.5 0.0 0.0 70.0 5706.18 57711 5405.16 110473 48 9 70.7 1391 69.3 601 222.0 297.0 747.4 376.8 0.0 193.1 0.0 0.0 66.2 5706.89 58357 5405.26 110642 0 10 71.4 1441 69.2 597 222.0 297.9 745.3 375.8 0.0 193.7 0.0 0.0 67.6 5707.61 59015 5405.37 110829 0 11 72.7 1538 68.1 551 222.0 298.7 743.2 374.7 0.0 194.3 0.0 0.0 67.3 5708.35 59694 5405.48 111015 0 12 72.4 1515 70.0 632 221.0 299.6 737.8 372.0 0.0 194.9 0.0 0.0 68.1 5709.10 60385 5405.61 111236 0 13 73.2 1578 69.7 619 223.0 300.4 742.4 374.3 0.0 195.5 0.0 0.0 69.8 5709.80 61033 5405.76 111491 0 14 73.6 1609 70.1 636 221.0 301.2 733.6 369.9 0.0 196.1 0.0 0.0 68.8 5710.56 61739 5405.83 111610 0 15 74.8 1708 69.2 597 221.0 302.1 731.6 368.9 0.0 196.7 0.0 0.0 68.4 5711.26 62393 5406.00 111900 0 16 75.7 1785 67.6 530 221.0 302.9 729.5 367.8 0.0 197.3 0.0 0.0 66.0 5712.02 63105 5406.10 112071 0 17 76.1 1820 67.3 518 220.0 303.8 724.2 365.1 0.0 197.9 0.0 0.0 68.2 5712.72 63764 5406.30 112412 0 18 75.8 1794 68.4 563 220.0 304.5 722.5 364.3 0.0 198.4 0.0 0.0 66.2 5713.33 64340 5406.45 112669 0 19 76.0 1811 68.1 551 219.0 305.3 717.3 361.6 0.0 199.0 0.0 0.0 68.2 5714.03 65004 5406.63 112977 0 20 76.4 1846 67.7 534 221.0 306.2 721.7 363.9 0.0 199.5 0.0 0.0 68.4 5714.77 65708 5406.76 113200 0 21 77.0 1900 68.8 580 217.0 307.0 706.8 356.4 0.0 200.1 0.0 0.0 68.5 5715.44 66349 5406.85 113354 0 22 77.0 1900 68.9 584 221.0 307.9 717.9 361.9 0.0 200.6 0.0 0.0 69.1 5716.14 67020 5406.99 113594 0 23 77.2 1918 69.6 614 219.0 308.7 709.5 357.7 0.0 201.1 0.0 0.0 68.5 5716.80 67656 5407.14 113852 0 24 77.8 1972 67.0 506 219.0 309.5 707.6 356.7 0.0 201.7 0.0 0.0 68.1 5717.50 68333 5407.31 114145 0 25 77.2 1918 65.7 455 218.0 310.3 702.6 354.2 0.0 202.2 0.0 0.0 66.4 5718.14 68954 5407.52 114507 0 26 74.2 1658 65.7 455 221.0 311.1 710.3 358.1 0.0 202.7 0.0 0.0 66.0 5718.81 69606 5407.70 114817 0 27 73.4 1593 68.5 567 218.0 311.9 699.0 352.4 0.0 203.1 0.0 0.0 66.1 5719.41 70193 5407.86 115094 0 28 72.7 1538 69.6 614 218.0 312.8 696.8 351.3 0.0 203.7 0.0 0.0 68.1 5720.22 70974 5408.05 115423 0 29 72.5 1523 69.8 623 218.0 313.6 695.2 350.5 0.0 204.1 0.0 0.0 68.6 5720.82 71565 5408.24 115752 0 30 72.5 1523 70.0 632 218.0 314.4 693.4 349.6 0.0 204.6 0.0 0.0 67.8 5721.47 72206 5408.43 116082 0 31 72.9 1554 70.3 645 218.0 315.2 691.7 348.7 0.0 205.1 0.0 0.0 69.2 5722.08 72810 5408.59 116360 0 TOTAL CFS 11224.4 TOTAL AF 149 -58 6741.0 22263.422263.4 0.0 0.0 0.0 20390 7556 48 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 02/03/05 WATER AND POWER CONTROL DIVISION TIME: 12:43:45 LOVELAND, COLORADO JANUARY 2005 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 0.00 126.00 2 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 125.95 3 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 121.00 4 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 122.00 5 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 121.00 6 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 122.00 7 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 121.00 8 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 122.00 9 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 121.00 10 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 121.00 11 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 120.00 12 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 120.00 13 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 121.00 14 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 121.00 15 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 120.00 16 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 146.00 17 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 148.00 18 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 147.00 19 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 149.00 20 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 148.00 21 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 108.00 22 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 144.00 23 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 144.00 24 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 182.00 25 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 196.00 26 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 186.00 27 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 145.00 28 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 171.00 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 0.00 168.00 31 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 148.00 TOTAL CFS 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 4325.95 TOTAL AF 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 8580.39 ADJUSTMENT AF 12.10 TOTAL FLOW OR DELIVERY AF 8568.29 METERED DELIVERY AF 366.80 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 02/03/05 WATER AND POWER CONTROL DIVISION TIME: 12:43:45 LOVELAND, COLORADO JANUARY 2005 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) 4860.10 1 0.00 0.00 0.00 0.00 0.00 0.00 0.00 4860.10 2 0.00 0.00 0.00 0.05 0.00 0.00 0.05 4860.20 3 0.00 0.00 0.00 5.00 0.00 0.00 5.00 4870.20 4 0.00 0.00 0.00 5.00 0.00 0.00 5.00 4880.20 5 0.00 0.00 0.00 5.00 0.00 0.00 5.00 4890.20 6 0.00 0.00 0.00 5.00 0.00 0.00 5.00 4900.20 7 0.00 0.00 0.00 5.00 0.00 0.00 5.00 4910.20 8 0.00 0.00 0.00 5.00 0.00 0.00 5.00 4920.20 9 0.00 0.00 0.00 5.00 0.00 0.00 5.00 4930.20 10 0.00 0.00 0.00 5.00 0.00 0.00 5.00 4940.20 11 0.00 0.00 0.00 5.00 0.00 0.00 5.00 4950.20 12 0.00 0.00 0.00 5.00 0.00 0.00 5.00 4960.20 13 0.00 0.00 0.00 5.00 0.00 0.00 5.00 4970.20 14 0.00 0.00 0.00 5.00 0.00 0.00 5.00 4980.20 15 0.00 0.00 0.00 5.00 0.00 0.00 5.00 4990.20 16 0.00 0.00 0.00 5.00 0.00 0.00 5.00 5000.20 17 0.00 0.00 0.00 5.00 0.00 0.00 5.00 5010.20 18 0.00 0.00 0.00 5.00 0.00 0.00 5.00 5020.20 19 0.00 0.00 0.00 5.00 0.00 0.00 5.00 5030.20 20 0.00 0.00 0.00 5.00 0.00 0.00 5.00 5040.20 21 0.00 0.00 0.00 5.00 0.00 0.00 5.00 5050.20 22 0.00 0.00 0.00 5.00 0.00 0.00 5.00 5060.20 23 0.00 0.00 0.00 5.00 0.00 0.00 5.00 5070.20 24 0.00 0.00 0.00 5.00 0.00 0.00 5.00 5080.20 25 0.00 0.00 0.00 5.00 0.00 0.00 5.00 5090.20 26 0.00 0.00 0.00 5.00 0.00 0.00 5.00 5100.20 27 0.00 0.00 0.00 5.00 0.00 0.00 5.00 5110.20 28 0.00 0.00 0.00 5.00 0.00 0.00 5.00 5120.20 29 0.00 0.00 0.00 5.00 0.00 0.00 5.00 5130.20 30 0.00 0.00 0.00 5.00 0.00 0.00 5.00 5140.20 31 0.00 0.00 0.00 5.00 0.00 0.00 5.00 5150.20 TOTAL CFS 0.00 0.00 0.00 145.05 0.00 0.00 145.05 TOTAL AF 0.00 0.00 0.00 290.10 0.00 0.00 290.10 5150.20 METERED DELIVERY AF 2.20 1422.40 12.10 0.00 1011.20 2447.90 7598.10 TOTAL FLOW OR DELIVERY AF * 2.20 1422.40 0.00 302.20 0.00 1011.20 2738.00 7598.10 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 JANUARY 2005 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 0.00 0. 0.00 0. 2 0.00 0.05 0. 0. 0.00 0.00 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 0.54 0.47 0. 0. 0.01 0.03 0. 0. 0.00 0.00 0.19 0. 0.10 0. 5 0.04 0.04 0. 0. 0.20 0.41 0. 0. 0.08 0.00 0.09 0. 0.05 0. 6 0.02 0.00 0. 0. 0.05 0.06 0. 0. 0.00 0.00 0.00 0. 0.00 0. 7 0.00 0.00 0. 0. 0.02 0.01 0. 0. 0.00 0.27 0.00 0. 0.00 0. 8 0.12 0.00 0. 0. 0.05 0.10 0. 0. 0.04 0.00 0.00 0. 0.00 0. 9 0.00 0.11 0. 0. 0.12 0.22 0. 0. 0.08 0.00 0.00 0. 0.00 0. 10 0.02 0.02 0. 0. 0.04 0.16 0. 0. 0.00 0.00 0.00 0. 0.00 0. 11 0.10 0.59 0. 0. 0.21 0.26 0. 0. 0.08 0.00 0.33 0. 0.00 0. 12 0.02 0.00 0. 0. 0.36 0.21 0. 0. 0.04 0.26 0.00 0. 0.21 0. 13 0.00 0.00 0. 0. 0.00 0.01 0. 0. 0.00 0.00 0.00 0. 0.00 0. 14 0.00 0.00 0. 0. 0.00 0.00 0. 0. 0.00 0.00 0.00 0. 0.00 0. 15 0.00 0.00 0. 0. 0.00 0.00 0. 0. 0.00 0.00 0.00 0. 0.00 0. 16 0.01 0.00 0. 0. 0.00 0.00 0. 0. 0.00 0.00 0.00 0. 0.00 0. 17 0.00 0.00 0. 0. 0.00 0.02 0. 0. 0.00 0.00 0.00 0. 0.00 0. 18 0.00 0.00 0. 0. 0.00 0.00 0. 0. 0.00 0.00 0.00 0. 0.00 0. 19 0.00 0.00 0. 0. 0.00 0.00 0. 0. 0.00 0.00 0.00 0. 0.00 0. 20 0.00 0.00 0. 0. 0.00 0.00 0. 0. 0.00 0.00 0.00 0. 0.00 0. 21 0.00 0.00 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. 0.00 0.00 0. 0. 0.08 0.00 0.00 0. 0.00 0. 26 0.00 0.00 0. 0. 0.00 0.00 0. 0. 0.00 0.00 0.00 0. 0.00 0. 27 0.01 0.00 0. 0. 0.00 0.00 0. 0. 0.00 0.00 0.00 0. 0.00 0. 28 0.00 0.00 0. 0. 0.00 0.02 0. 0. 0.00 0.00 0.00 0. 0.00 0. 29 0.13 0.00 0. 0. 0.01 0.01 0. 0. 0.16 0.00 0.00 0. 0.02 0. 30 0.01 0.20 0. 0. 0.00 0.00 0. 0. 0.44 0.00 0.44 0. 0.13 0. 31 0.04 0.00 0. 0. 0.02 0.02 0. 0. 0.00 0.63 0.00 0. 0.15 0. TOTALS 1.06 1.48 0. 0. 1.09 1.54 0. 0. 1.00 1.16 1.05 0. 0.66 0. 1 UPPER COLORADO RIVER DAILY DATA COLLECTION FOR JANUARY 2005 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 55 21 34 6 0.00 19 7 160 207 33 1 0.00 2 52 21 28 -8 0.00 18 7 140 206 20 0 0.05 3 39 21 31 -4 0.00 17 7 140 206 23 6 0.00 4 77 21 29 5 0.01 21 7 161 207 29 26 0.47 5 176 21 27 19 0.20 20 8 170 203 29 6 0.04 6 96 21 23 7 0.05 20 7 151 203 23 3 0.00 7 64 21 23 1 0.02 20 7 146 205 28 22 0.00 8 71 21 27 -2 0.05 20 7 154 193 34 33 0.00 9 60 21 39 24 0.12 20 7 162 195 41 30 0.11 10 107 21 38 30 0.04 17 8 168 201 41 26 0.02 11 219 21 38 27 0.21 27 7 174 220 36 23 0.59 12 55 21 33 18 0.36 18 7 174 240 27 -4 0.00 13 75 21 26 0 0.00 19 7 138 243 29 10 0.00 14 31 21 28 -8 0.00 18 7 152 244 34 0 0.00 15 71 21 29 -8 0.00 19 8 151 243 37 3 0.00 16 38 21 30 -10 0.00 18 7 152 243 27 15 0.00 17 30 21 38 24 0.00 19 7 165 243 35 8 0.00 18 71 21 31 4 0.00 15 7 153 244 27 18 0.00 19 37 21 41 22 0.00 19 7 166 244 41 5 0.00 20 56 21 38 5 0.00 19 8 157 242 29 1 0.00 21 45 21 37 1 0.00 16 7 158 243 27 -1 0.00 22 53 21 32 -2 0.00 18 7 151 242 26 0 0.00 23 43 21 35 1 0.00 17 7 153 243 25 -2 0.00 24 61 21 32 -2 0.00 17 7 146 243 27 -3 0.00 25 38 21 34 -2 0.00 19 8 143 214 23 -3 0.00 26 50 21 29 -5 0.00 15 7 136 187 18 -3 0.00 27 57 21 35 6 0.00 18 7 139 190 29 10 0.00 28 49 21 34 16 0.00 17 7 155 194 31 7 0.00 29 36 21 30 12 0.01 16 7 141 192 31 7 0.00 30 41 21 31 8 0.00 18 8 149 194 35 19 0.20 31 64 21 29 15 0.02 17 7 150 201 0 0 0.00