1 PICK SLOAN MISSOURI BASIN PROGRAM UNITED STATES BUREAU OF RECLAMATION WESTERN DIVISION WATER AND POWER SYSTEM AS OF 02/07/03 WATER AND POWER CONTROL DIVISION TIME: 09:44:38 LOVELAND, COLORADO JANUARY 2003 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) 139441 1 8971.42 139233 52 0 52 131 366 -208 158 79 0 79 0.00 25 -3 0 61 2 8971.30 139006 52 0 52 131 366 -227 139 70 0 70 0.00 31 -3 0 53 3 8971.19 138799 52 0 52 130 364 -207 157 79 0 79 0.00 39 16 0 57 4 8971.07 138572 52 0 52 129 362 -227 135 68 0 68 0.00 39 20 0 57 5 8970.96 138366 52 0 52 129 362 -206 156 78 0 78 0.06 36 8 0 65 6 8970.84 138140 52 0 52 129 362 -226 136 68 0 68 0.00 35 4 0 53 7 8970.72 137915 52 0 52 129 362 -225 137 69 0 69 0.00 37 5 0 49 8 8970.60 137690 52 0 52 130 364 -225 139 70 0 70 0.00 39 4 0 45 9 8970.48 137466 52 0 52 131 366 -224 142 71 0 71 0.00 37 5 0 41 10 8970.38 137279 52 0 52 131 366 -187 179 90 0 90 0.05 32 14 0 49 11 8970.25 137037 52 0 52 131 366 -242 124 62 0 62 0.02 34 11 0 61 12 8970.13 136813 52 0 52 131 366 -224 142 71 0 71 0.00 30 8 0 57 13 8970.01 136591 52 0 52 130 364 -222 142 71 0 71 0.00 38 9 0 56 14 8969.88 136350 52 0 52 130 364 -241 123 62 0 62 0.00 42 15 0 53 15 8969.78 136165 52 0 52 130 364 -185 179 90 0 90 0.05 30 0 0 62 16 8969.66 135944 52 0 52 131 366 -221 145 73 0 73 0.03 26 3 0 48 17 8969.53 135703 52 0 52 131 366 -241 125 63 0 63 0.00 25 -4 0 57 18 8969.40 135463 52 0 52 131 366 -240 126 63 0 63 0.00 33 -4 0 41 19 8969.28 135242 52 0 52 131 366 -221 145 73 0 73 0.00 43 4 0 49 20 8969.14 134984 52 0 52 131 366 -258 108 54 0 54 0.00 41 9 0 44 21 8969.02 134762 52 0 52 131 366 -222 144 72 0 72 0.00 36 16 0 53 22 8968.90 134542 52 0 52 131 366 -220 146 73 0 73 0.00 36 19 0 52 23 8968.74 134247 76 0 76 131 414 -295 119 60 0 60 0.00 38 23 0 34 24 8968.59 133972 70 10 80 131 422 -275 147 74 0 74 0.05 36 21 0 49 25 8968.43 133679 70 10 80 131 422 -293 129 65 0 65 0.00 31 11 0 51 26 8968.33 133496 70 10 80 101 362 -183 179 90 0 90 0.00 38 12 0 54 27 8968.20 133258 65 15 80 99 358 -238 120 60 0 60 0.00 46 19 0 59 28 8968.09 133058 65 10 75 99 348 -200 148 74 0 74 0.00 40 11 0 59 29 8967.97 132839 65 10 75 99 348 -219 129 65 0 65 0.00 37 11 0 51 30 8967.86 132639 65 10 75 99 348 -200 148 74 0 74 0.00 37 24 0 52 31 8967.72 132385 65 10 75 124 398 -254 144 72 0 72 0.00 45 26 0 57 TOTAL CFS 1755 85 1840 3883 2203 0 2203 1629 TOTAL AF -7056 3510 170 3680 7766 11446 -7056 4390 4390 0 4406 0.26 36 10 0 3258 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 02/07/03 WATER AND POWER CONTROL DIVISION TIME: 09:44:38 LOVELAND, COLORADO JANUARY 2003 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) 41668 1 7870.95 41619 138 0 138 274 -49 225 113 27 0 140 0.05 30 0 613 2 7870.87 41554 138 0 138 274 -65 209 105 18 0 123 0.00 26 10 605 3 7870.80 41497 138 0 138 274 -57 217 109 27 0 136 0.00 37 20 620 4 7870.73 41440 138 0 138 274 -57 217 109 16 0 125 0.00 43 16 644 5 7870.68 41399 138 0 138 274 -41 233 117 26 0 143 0.03 34 4 653 6 7870.60 41334 138 0 138 274 -65 209 105 16 0 121 0.00 30 -4 640 7 7870.51 41261 138 0 138 274 -73 201 101 17 0 118 0.00 22 -6 601 8 7870.41 41179 138 0 138 274 -82 192 97 18 0 115 0.00 22 -6 576 9 7870.30 41090 138 0 138 274 -89 185 93 19 0 112 0.00 21 3 554 10 7870.21 41016 138 0 138 274 -74 200 101 38 0 139 0.00 22 11 593 11 7870.15 40967 138 0 138 274 -49 225 113 10 0 123 0.00 33 18 642 12 7870.08 40910 138 0 138 274 -57 217 109 19 0 128 0.05 36 7 661 13 7870.01 40853 137 0 137 272 -57 215 108 19 0 127 0.00 41 12 635 14 7869.93 40789 137 0 137 272 -64 208 105 10 0 115 0.00 36 15 642 15 7869.87 40741 138 0 138 274 -48 226 114 38 0 152 0.06 33 9 634 16 7869.78 40668 137 0 137 272 -73 199 100 21 0 121 0.00 30 15 587 17 7869.71 40612 137 0 137 272 -56 216 109 11 0 120 0.00 30 -3 615 18 7869.60 40524 137 0 137 272 -88 184 93 11 0 104 0.00 27 -1 583 19 7869.51 40452 137 0 137 272 -72 200 101 21 0 122 0.00 32 2 561 20 7869.41 40371 137 0 137 272 -81 191 96 2 0 98 0.00 33 9 580 21 7869.33 40307 137 0 137 272 -64 208 105 20 0 125 0.00 42 19 609 22 7869.25 40243 136 0 136 270 -64 206 104 21 0 125 0.00 41 24 627 23 7869.15 40162 151 0 151 300 -81 219 110 -17 0 93 0.00 42 22 645 24 7869.08 40106 157 0 157 311 -56 255 129 -7 0 122 0.00 36 23 642 25 7869.01 40050 159 0 159 315 -56 259 131 -16 0 115 0.00 36 21 657 26 7868.96 40010 154 0 154 305 -40 265 134 10 0 144 0.00 43 20 661 27 7868.92 39979 155 0 155 307 -31 276 139 -20 0 119 0.00 48 20 627 28 7868.87 39939 154 0 154 305 -40 265 134 -1 0 133 0.00 41 14 646 29 7868.80 39884 154 0 154 305 -55 250 126 -11 0 115 0.00 43 21 623 30 7868.73 39829 155 0 155 307 -55 252 127 -1 0 126 0.00 41 32 627 31 7868.68 39789 152 0 152 301 -40 261 132 -3 0 129 0.00 48 25 653 TOTAL CFS 4417 0 4417 3469 359 0 3828 19256 TOTAL AF -1879 8764 0 8764 8764 -1879 6885 6876 716 0 7593 0.19 35 12 38192 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 02/07/03 WATER AND POWER CONTROL DIVISION TIME: 09:44:38 LOVELAND, COLORADO JANUARY 2003 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) 8149 1 8121.10 8156 7 0 0 0 0 0 7 14 7 21 11 2 8121.13 8163 7 0 0 0 0 0 7 14 7 21 11 3 8121.16 8170 7 0 0 0 0 0 7 14 7 21 11 4 8121.19 8177 7 0 0 1 0 0 8 16 7 23 12 5 8121.22 8184 7 0 0 0 0 0 7 14 7 21 11 6 8121.25 8192 7 0 0 0 0 0 7 14 8 22 11 7 8121.28 8199 7 0 0 0 0 0 7 14 7 21 11 8 8121.31 8206 7 0 0 0 0 0 7 14 7 21 11 9 8121.34 8213 7 0 0 1 0 0 8 16 7 23 12 10 8121.38 8223 7 0 0 0 0 0 7 14 10 24 12 11 8121.41 8230 7 0 0 0 0 0 7 14 7 21 11 12 8121.44 8237 7 0 0 0 0 0 7 14 7 21 11 13 8121.47 8245 7 0 0 0 0 0 7 14 8 22 11 14 8121.50 8252 7 0 0 1 0 0 8 16 7 23 12 15 8121.53 8259 7 0 0 0 0 0 7 14 7 21 11 16 8121.56 8266 7 0 0 0 0 0 7 14 7 21 11 17 8121.59 8274 7 0 0 0 0 0 7 14 8 22 11 18 8121.62 8281 7 0 0 0 0 0 7 14 7 21 11 19 8121.65 8288 7 0 0 1 0 0 8 16 7 23 12 20 8121.68 8296 7 0 0 0 0 0 7 14 8 22 11 21 8121.70 8300 7 0 0 0 0 0 7 14 4 18 9 22 8121.72 8305 7 0 0 0 0 0 7 14 5 19 10 23 8121.75 8313 7 0 0 0 0 0 7 14 8 22 11 24 8121.79 8322 7 0 0 1 0 0 8 16 9 25 13 25 8121.82 8330 7 0 0 0 0 0 7 14 8 22 11 26 8121.85 8337 7 0 0 0 0 0 7 14 7 21 11 27 8121.88 8344 7 0 0 0 0 0 7 14 7 21 11 28 8121.92 8354 7 0 0 0 0 0 7 14 10 24 12 29 8121.95 8361 7 0 0 1 0 0 8 16 7 23 12 30 8121.98 8369 7 0 0 0 0 0 7 14 8 22 11 31 8122.01 8376 7 0 0 0 0 0 7 14 7 21 11 TOTAL CFS 217 0 0 6 0 0 223 347 TOTAL AF 227 434 0 0 12 0 0 446 446 227 673 673 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 02/07/03 WATER AND POWER CONTROL DIVISION TIME: 09:44:38 LOVELAND, COLORADO JANUARY 2003 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 02/07/03 WATER AND POWER CONTROL DIVISION TIME: 09:44:38 LOVELAND, COLORADO JANUARY 2003 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 17875 1 8366.60 8366.74 17820 452 45 497 986 -55 931 805 126 64 0.10 0.30 30 18 2 8366.60 8366.75 17833 454 30 484 960 13 973 845 128 65 0.00 0.00 22 -8 3 8366.59 8366.75 17827 453 20 473 938 -6 932 801 131 66 0.00 0.00 35 7 4 8366.63 8366.78 17888 454 20 474 940 61 1001 873 128 65 0.02 0.07 35 28 5 8366.61 8366.77 17865 453 20 473 938 -23 915 829 86 43 0.00 0.07 37 22 6 8366.60 8366.77 17860 450 20 470 932 -5 927 867 60 30 0.00 0.00 30 4 7 8366.57 8366.73 17790 448 20 468 928 -70 858 785 73 37 0.00 0.00 29 -5 8 8366.60 8366.77 17860 448 20 468 928 70 998 881 117 59 0.00 0.00 31 -4 9 8366.62 8366.78 17883 440 20 460 912 23 935 867 68 34 0.00 0.00 29 -8 10 8366.60 8366.75 17833 416 20 436 865 -50 815 736 79 40 0.08 0.08 28 2 11 8366.61 8366.77 17865 406 20 426 845 32 877 740 137 69 0.00 0.02 33 15 12 8366.60 8366.75 17833 407 20 427 847 -32 815 694 121 61 0.02 0.04 31 16 13 8366.62 8366.78 17883 407 20 427 847 50 897 821 76 38 0.00 0.00 35 8 14 8366.57 8366.72 17777 416 20 436 865 -106 759 702 57 29 0.00 0.00 39 10 15 8366.61 8366.73 17811 425 20 445 883 34 917 853 64 32 0.02 0.02 37 11 16 8366.61 8366.75 17838 422 20 442 877 27 904 807 97 49 0.00 0.01 28 -3 17 8366.61 8366.73 17811 422 20 442 877 -27 850 738 112 56 0.07 0.12 29 10 18 8366.62 8366.75 17843 422 20 442 877 32 909 819 90 45 0.00 0.00 29 -16 19 8366.63 8366.75 17848 423 20 443 879 5 884 799 85 43 0.00 0.00 31 -9 20 8366.62 8366.75 17843 422 20 442 877 -5 872 768 104 52 0.00 0.00 30 -8 21 8366.62 8366.75 17843 427 20 447 887 0 887 833 54 27 0.00 0.00 36 1 22 8366.65 8366.77 17885 411 20 431 855 42 897 817 80 40 0.00 0.00 36 15 23 8366.57 8366.71 17764 397 20 417 827 -121 706 581 125 63 0.03 0.04 33 22 24 8366.62 8366.72 17803 403 20 423 839 39 878 807 71 36 0.08 0.14 35 23 25 8366.61 8366.72 17798 404 20 424 841 -5 836 772 64 32 0.00 0.02 35 21 26 8366.62 8366.76 17856 405 20 425 843 58 901 762 139 70 0.03 0.03 40 24 27 8366.63 8366.77 17875 403 20 423 839 19 858 770 88 44 0.00 0.00 48 23 28 8366.60 8366.72 17793 400 20 420 833 -82 751 690 61 31 0.00 0.05 45 20 29 8366.62 8366.75 17843 400 20 420 833 50 883 746 137 69 0.00 0.00 37 14 30 8366.62 8366.75 17843 401 20 421 835 0 835 772 63 32 0.00 0.00 38 18 31 8366.60 8366.70 17767 401 20 421 835 -76 759 659 100 50 0.00 0.00 43 32 TOTAL CFS 13092 655 13747 1471 34 10 TOTAL AF -108 25967.6 1309 27268 27268 -108 27160 24239 2921 2914 0.45 1.01 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 02/07/03 WATER AND POWER CONTROL DIVISION TIME: 09:44:38 LOVELAND, COLORADO JANUARY 2003 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) 133653 1 8205.31 132902 406 20 0 1.0 427 847 -751 96 48 45 0 0 3 67 0 2 8205.06 132011 426 20 0 1.0 447 887 -891 -4 -1 30 0 0 -31 34 0 3 8204.82 131159 404 20 0 1.0 425 843 -852 -9 -4 20 0 0 -24 42 0 4 8204.57 130276 440 20 0 1.0 461 914 -883 31 16 20 0 0 -4 61 0 5 8204.33 129430 418 20 0 1.0 439 871 -846 25 13 20 0 0 -7 36 0 6 8204.09 128588 437 20 0 1.0 458 908 -842 66 33 20 0 0 13 43 0 7 8203.87 127819 396 20 0 1.0 417 827 -769 58 29 20 0 0 9 46 0 8 8203.61 126913 444 20 0 1.0 465 922 -906 16 8 20 0 0 -12 47 0 9 8203.37 126081 437 20 0 1.0 458 908 -832 76 38 20 0 0 18 52 0 10 8203.16 125355 371 20 0 1.0 392 778 -726 52 26 20 0 0 6 46 0 11 8202.94 124597 373 20 0 1.0 394 781 -758 23 12 20 0 0 -8 61 0 12 8202.73 123876 350 20 0 1.0 371 736 -721 15 8 20 0 0 -12 49 0 13 8202.49 123055 414 20 0 1.0 435 863 -821 42 21 20 0 0 1 39 0 14 8202.29 122373 354 20 0 1.0 375 744 -682 62 31 20 0 0 11 40 0 15 8202.05 121557 430 20 0 1.0 451 895 -816 79 40 20 0 0 20 52 0 16 8201.81 120745 407 20 0 1.0 428 849 -812 37 19 20 0 0 -1 48 0 17 8201.59 120004 372 20 0 1.0 393 780 -741 39 20 20 0 0 0 56 0 18 8201.34 119164 413 20 0 1.0 434 861 -840 21 11 20 0 0 -9 36 0 19 8201.11 118395 403 20 0 1.0 424 841 -769 72 36 20 0 0 16 59 0 20 8200.85 117528 387 20 0 1.0 408 809 -867 -58 -28 20 0 0 -48 4 0 21 8200.61 116732 420 20 0 1.0 441 875 -796 79 40 20 0 0 20 47 0 22 8200.35 115873 412 20 0 1.0 433 859 -859 0 0 20 0 0 -20 20 0 23 8200.19 115346 293 20 0 1.0 314 623 -527 96 48 20 0 0 28 91 0 24 8199.93 114493 407 20 0 1.0 428 849 -853 -4 -1 20 0 0 -21 15 0 25 8199.71 113774 389 20 0 1.0 410 813 -719 94 47 20 0 0 27 59 0 26 8199.46 112960 384 20 0 1.0 405 803 -814 -11 -5 20 0 0 -25 45 0 27 8199.23 112214 388 20 0 1.0 409 811 -746 65 33 20 0 0 13 57 0 28 8199.02 111536 348 20 0 1.0 369 732 -678 54 27 20 0 0 7 38 0 29 8198.78 110763 376 20 0 1.0 397 787 -773 14 7 20 0 0 -13 56 0 30 8198.54 109994 389 20 0 1.0 410 813 -769 44 22 20 0 0 2 34 0 31 8198.33 109324 332 20 0 1.0 353 700 -670 30 15 20 0 0 -5 45 0 TOTAL CFS 12220 620 0 31.0 12871 609 655 0 0 -46 1425 0 TOTAL AF -24329 24239 1240 0 61.5 25529 25529 -24329 1200 1200 1309 0 0 -60 2821 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 02/07/03 WATER AND POWER CONTROL DIVISION TIME: 09:44:38 LOVELAND, COLORADO JANUARY 2003 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. 638 2532 1 33.47 71.72 670 2498 -2 896.5 452.0 0.00 904.5 456.0 27.0 24.0 0 0 0 0.00 36 26 2 34.50 71.59 709 2476 17 900.5 454.0 0.00 888.6 448.0 26.0 24.0 0 0 0 0.00 39 25 3 36.23 71.34 777 2436 28 898.5 453.0 0.00 874.7 441.0 27.0 25.0 0 0 0 0.00 46 38 4 36.80 71.38 800 2442 29 900.5 454.0 0.00 872.7 440.0 23.0 23.0 0 0 0 0.00 45 40 5 36.37 71.68 782 2491 31 898.5 453.0 0.00 874.7 441.0 26.0 23.0 0 0 0 0.00 41 32 6 36.48 71.80 787 2511 25 892.6 450.0 0.00 874.7 441.0 27.0 24.0 0 0 0 0.04 49 18 7 36.81 71.86 800 2521 23 888.6 448.0 0.00 872.7 440.0 26.0 23.0 0 0 0 0.00 65 14 8 35.29 72.29 740 2592 11 888.6 448.0 0.00 886.6 447.0 28.0 24.0 0 0 0 0.00 59 22 9 36.02 72.16 769 2571 8 872.7 440.0 0.00 864.8 436.0 24.0 24.0 0 0 0 0.00 36 9 10 36.06 72.08 770 2557 -13 825.1 416.0 0.00 839.0 423.0 24.0 24.0 0 0 0 0.00 37 9 11 36.48 71.83 787 2516 -24 805.3 406.0 0.00 835.0 421.0 27.0 24.0 0 0 0 0.00 38 18 12 35.91 71.81 764 2513 -26 807.3 407.0 0.00 839.0 423.0 26.0 23.0 0 0 0 0.00 40 29 13 35.81 71.67 760 2490 -27 807.3 407.0 0.00 837.0 422.0 24.0 23.0 0 0 0 0.00 46 30 14 35.35 71.71 742 2496 -12 825.1 416.0 0.00 845.0 426.0 27.0 23.0 0 0 0 0.00 49 29 15 35.10 71.74 732 2501 -5 843.0 425.0 0.00 850.9 429.0 25.0 24.0 0 0 0 0.00 42 24 16 32.76 72.21 643 2579 -11 837.0 422.0 0.00 856.9 432.0 29.0 25.0 0 0 0 0.00 33 20 17 33.52 71.97 672 2539 -11 837.0 422.0 0.00 848.9 428.0 23.0 23.0 0 0 0 0.00 34 15 18 34.64 71.63 715 2483 -13 837.0 422.0 0.00 854.9 431.0 25.0 23.0 0 0 0 0.00 42 23 19 35.01 71.50 729 2462 -7 839.0 423.0 0.00 852.9 430.0 26.0 23.0 0 0 0 0.00 50 34 20 33.94 71.69 688 2493 -10 837.0 422.0 0.00 852.9 430.0 26.0 23.0 0 0 0 0.00 50 39 21 35.07 71.40 731 2445 -5 846.9 427.0 0.00 856.9 432.0 25.0 23.0 0 0 0 0.00 43 36 22 31.03 72.36 580 2604 8 815.2 411.0 0.00 825.1 416.0 32.0 23.0 0 0 0 0.00 44 35 23 31.18 72.31 585 2596 -3 787.4 397.0 0.00 793.4 400.0 25.0 24.0 0 0 0 0.00 45 34 24 32.32 72.14 627 2567 13 799.3 403.0 0.00 795.4 401.0 28.0 24.0 0 0 0 0.00 48 27 25 34.07 71.81 693 2513 12 801.3 404.0 0.00 795.4 401.0 27.0 24.0 0 0 0 0.00 42 33 26 32.40 72.30 630 2594 18 803.3 405.0 0.00 793.4 400.0 28.0 24.0 0 0 0 0.00 44 33 27 33.85 71.99 684 2542 2 799.3 403.0 0.00 797.4 402.0 24.0 24.0 0 0 0 0.00 53 43 28 36.13 71.42 773 2449 -4 793.4 400.0 0.00 799.3 403.0 24.0 23.0 0 0 0 0.00 46 24 29 35.84 71.49 761 2460 -1 793.4 400.0 0.00 795.4 401.0 23.0 23.0 0 0 0 0.00 44 25 30 36.65 71.29 794 2428 1 795.4 401.0 0.00 793.4 400.0 23.0 24.0 0 0 0 0.00 45 38 31 35.83 71.52 761 2465 4 795.4 401.0 0.00 799.3 403.0 28.0 24.0 0 0 0 0.00 53 43 TOTAL CFS 13092.0 13144.0 803.0 732.0 0 TOTAL AF 123 -67 56 0.00 1593. 1452. 0 0 0 0.04 45 28 25967.6 26070.7 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 1 PICK SLOAN MISSOURI BASIN PROGRAM UNITED STATES BUREAU OF RECLAMATION WESTERN DIVISION WATER AND POWER SYSTEM AS OF 02/07/03 WATER AND POWER CONTROL DIVISION TIME: 09:44:38 LOVELAND, COLORADO JANUARY 2003 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) 1 452.0 0.0 0.0 6.0 479.0 950 456.0 24.0 480.0 952 -2 27.0 2 454.0 0.0 0.0 6.0 480.0 952 448.0 24.0 472.0 936 17 26.0 3 453.0 0.0 0.0 6.0 480.0 952 441.0 25.0 466.0 924 28 27.0 4 454.0 0.0 0.0 6.0 477.0 946 440.0 23.0 463.0 918 29 23.0 5 453.0 0.0 0.0 6.0 479.0 950 441.0 23.0 464.0 920 31 26.0 6 450.0 0.0 0.0 6.0 477.0 946 441.0 24.0 465.0 922 25 27.0 7 448.0 0.0 0.0 6.0 474.0 940 440.0 23.0 463.0 918 23 26.0 8 448.0 0.0 0.0 11.0 476.0 944 447.0 24.0 471.0 934 11 28.0 9 440.0 0.0 0.0 11.0 464.0 920 436.0 24.0 460.0 912 8 24.0 10 416.0 0.0 0.0 7.0 440.0 873 423.0 24.0 447.0 887 -13 24.0 11 406.0 0.0 0.0 6.0 433.0 859 421.0 24.0 445.0 883 -24 27.0 12 407.0 0.0 0.0 6.0 433.0 859 423.0 23.0 446.0 885 -26 26.0 13 407.0 0.0 0.0 6.0 431.0 855 422.0 23.0 445.0 883 -27 24.0 14 416.0 0.0 0.0 6.0 443.0 879 426.0 23.0 449.0 891 -12 27.0 15 425.0 0.0 0.0 6.0 450.0 893 429.0 24.0 453.0 899 -5 25.0 16 422.0 0.0 0.0 6.0 451.0 895 432.0 25.0 457.0 906 -11 29.0 17 422.0 0.0 0.0 6.0 445.0 883 428.0 23.0 451.0 895 -11 23.0 18 422.0 0.0 0.0 6.0 447.0 887 431.0 23.0 454.0 900 -13 25.0 19 423.0 0.0 0.0 6.0 449.0 891 430.0 23.0 453.0 899 -7 26.0 20 422.0 0.0 0.0 6.0 448.0 889 430.0 23.0 453.0 899 -10 26.0 21 427.0 0.0 0.0 6.0 452.0 897 432.0 23.0 455.0 902 -5 25.0 22 411.0 0.0 0.0 10.0 443.0 879 416.0 23.0 439.0 871 8 32.0 23 397.0 0.0 0.0 6.0 422.0 837 400.0 24.0 424.0 841 -3 25.0 24 403.0 0.0 0.0 6.0 431.0 855 401.0 24.0 425.0 843 13 28.0 25 404.0 0.0 0.0 10.0 431.0 855 401.0 24.0 425.0 843 12 27.0 26 405.0 0.0 0.0 6.0 433.0 859 400.0 24.0 424.0 841 18 28.0 27 403.0 0.0 0.0 6.0 427.0 847 402.0 24.0 426.0 845 2 24.0 28 400.0 0.0 0.0 6.0 424.0 841 403.0 23.0 426.0 845 -4 24.0 29 400.0 0.0 0.0 5.0 423.0 839 401.0 23.0 424.0 841 -1 23.0 30 401.0 0.0 0.0 5.0 424.0 841 400.0 24.0 424.0 841 1 23.0 31 401.0 0.0 0.0 5.0 429.0 851 403.0 24.0 427.0 847 4 28.0 TOTAL CFS 13092.0 0.0 202.0 13895.0 13144.0 732.0 13876.0 803.0 AF 25967.6 0.0 0.0 400.7 27560.3 27564 26070.7 1451.9 27522.6 27523 56 1592.7 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 02/07/03 WATER AND POWER CONTROL DIVISION TIME: 09:44:38 LOVELAND, COLORADO JANUARY 2003 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 1882 502 82484 18717 1 76.6 1864 67.9 542 212.0 328.3 645.8 325.6 0.0 211.7 0.0 0.0 65.7 5732.20 83051 5327.06 18881 0 2 75.4 1759 70.3 645 212.0 329.1 644.2 324.8 0.0 212.1 0.0 0.0 66.6 5732.81 83683 5327.29 19027 0 3 75.0 1725 70.4 649 215.0 329.9 651.8 328.6 0.0 212.4 0.0 0.0 68.3 5733.37 84263 5327.51 19168 0 4 74.8 1708 70.6 658 213.0 330.6 644.2 324.8 0.0 212.8 0.0 0.0 68.3 5733.96 84877 5327.75 19321 0 5 74.7 1700 70.6 658 212.0 331.4 639.8 322.6 0.0 213.1 0.0 0.0 66.7 5734.48 85418 5327.98 19469 0 6 74.9 1717 70.0 632 211.0 332.1 635.3 320.3 0.0 213.4 0.0 0.0 68.2 5735.04 86003 5328.21 19618 0 7 75.1 1734 69.7 619 208.0 332.8 624.9 315.1 0.0 213.7 0.0 0.0 66.3 5735.57 86558 5328.47 19787 0 8 76.0 1811 70.3 645 179.0 333.4 536.8 270.6 0.0 213.9 0.0 0.0 67.7 5736.02 87030 5328.73 19956 0 9 76.9 1891 68.0 546 212.0 334.2 634.4 319.9 0.0 214.2 0.0 0.0 67.3 5736.55 87586 5328.95 20100 0 10 77.2 1918 66.6 490 212.0 334.9 633.0 319.2 0.0 214.5 0.0 0.0 65.7 5737.08 88144 5329.12 20212 0 11 76.8 1882 66.6 490 210.0 335.7 625.6 315.4 0.0 214.8 0.0 0.0 65.5 5737.65 88746 5329.38 20383 0 12 75.7 1785 68.2 555 210.0 336.5 624.1 314.6 0.0 215.1 0.0 0.0 65.4 5738.24 89370 5329.57 20509 0 13 75.6 1776 67.6 530 211.0 337.1 626.0 315.6 0.0 215.3 0.0 0.0 66.3 5738.65 89804 5329.81 20668 0 14 75.8 1794 67.2 514 203.0 337.7 601.0 303.0 0.0 215.6 0.0 0.0 66.0 5739.15 90335 5330.01 20802 0 15 75.6 1776 67.1 510 209.0 338.4 617.6 311.4 0.0 215.8 0.0 0.0 65.2 5739.63 90846 5330.20 20929 0 16 75.4 1759 67.5 526 209.0 339.2 616.2 310.7 0.0 216.1 0.0 0.0 66.4 5740.18 91427 5330.44 21090 0 17 75.3 1751 67.4 522 210.0 339.9 617.8 311.5 0.0 216.3 0.0 0.0 66.1 5740.71 91993 5330.66 21238 0 18 75.0 1725 67.7 534 209.0 340.6 613.6 309.4 0.0 216.5 0.0 0.0 66.7 5741.20 92518 5330.87 21381 0 19 73.4 1593 70.3 645 210.0 341.3 615.3 310.2 0.0 216.8 0.0 0.0 68.1 5741.70 93054 5331.12 21551 0 20 74.2 1658 69.0 588 209.0 342.1 611.0 308.0 0.0 217.0 0.0 0.0 69.0 5742.24 93634 5331.33 21694 0 21 74.2 1658 69.2 597 207.0 342.8 603.8 304.4 0.0 217.3 0.0 0.0 68.6 5742.78 94215 5331.55 21845 0 22 73.2 1578 70.7 663 207.0 343.4 602.8 303.9 0.0 217.4 0.0 0.0 69.0 5743.17 94636 5331.70 21948 0 23 72.8 1546 69.8 623 208.0 344.3 604.2 304.6 0.0 217.7 0.0 0.0 69.9 5743.79 95305 5331.96 22127 0 24 72.3 1508 70.7 663 207.0 345.0 600.0 302.5 0.0 217.9 0.0 0.0 70.4 5744.29 95847 5332.10 22224 0 25 72.8 1546 70.2 640 208.0 345.7 601.7 303.3 0.0 218.1 0.0 0.0 70.6 5744.80 96400 5332.20 22294 0 26 72.8 1546 70.3 645 206.0 346.3 594.8 299.9 0.0 218.3 0.0 0.0 69.6 5745.24 96878 5332.28 22349 0 27 73.0 1562 70.5 654 207.0 347.0 596.5 300.7 0.0 218.5 0.0 0.0 70.5 5745.73 97411 5332.45 22468 0 28 73.8 1625 70.4 649 206.0 347.8 592.3 298.6 0.0 218.7 0.0 0.0 70.6 5746.27 98000 5332.51 22509 0 29 74.1 1650 70.0 632 206.0 348.6 591.0 298.0 0.0 218.9 0.0 0.0 69.0 5746.78 98558 5332.57 22551 0 30 73.9 1634 70.3 645 205.0 349.3 586.9 295.9 0.0 219.1 0.0 0.0 69.8 5747.27 99094 5332.78 22698 0 31 74.0 1642 70.2 640 205.0 349.9 585.8 295.4 0.0 219.3 0.0 0.0 69.4 5747.72 99588 5332.86 22755 0 TOTAL CFS 9588.4 TOTAL AF -240 138 6448.0 19018.219018.2 0.0 0.0 0.0 17104 4038 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 02/07/03 WATER AND POWER CONTROL DIVISION TIME: 09:44:38 LOVELAND, COLORADO JANUARY 2003 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 0.00 104.00 2 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 104.00 3 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 104.00 4 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 104.00 5 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 104.00 6 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 106.00 7 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 104.00 8 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 105.00 9 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 104.00 10 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 104.00 11 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 104.00 12 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 105.00 13 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 104.00 14 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 105.00 15 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 104.00 16 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 105.00 17 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 105.00 18 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 105.00 19 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 105.00 20 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 104.00 21 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 105.00 22 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 101.00 23 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 111.00 24 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 77.00 25 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 69.00 26 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 70.00 27 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 69.00 28 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 51.00 29 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 77.00 30 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 77.00 31 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 81.00 TOTAL CFS 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 2977.00 TOTAL AF 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 5904.79 ADJUSTMENT AF 11.90 TOTAL FLOW OR DELIVERY AF 5892.89 METERED DELIVERY AF 892.60 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 02/07/03 WATER AND POWER CONTROL DIVISION TIME: 09:44:38 LOVELAND, COLORADO JANUARY 2003 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) 4056.00 1 0.00 0.00 0.00 0.00 0.00 0.00 0.00 4056.00 2 0.00 0.00 0.00 0.00 0.00 0.00 0.00 4056.00 3 0.00 0.00 0.00 0.00 0.00 0.00 0.00 4056.00 4 0.00 0.00 0.00 0.00 0.00 0.00 0.00 4056.00 5 0.00 0.00 0.00 0.00 0.00 0.00 0.00 4056.00 6 0.00 0.00 0.00 0.00 0.00 0.00 0.00 4056.00 7 0.00 0.00 0.00 0.00 0.00 0.00 0.00 4056.00 8 0.00 0.00 0.00 0.00 0.00 0.00 0.00 4056.00 9 0.00 0.00 0.00 0.00 0.00 0.00 0.00 4056.00 10 0.00 0.00 0.00 0.00 0.00 0.00 0.00 4056.00 11 0.00 0.00 0.00 0.00 0.00 0.00 0.00 4056.00 12 0.00 0.00 0.00 0.00 0.00 0.00 0.00 4056.00 13 0.00 0.00 0.00 0.00 0.00 0.00 0.00 4056.00 14 0.00 0.00 0.00 0.00 0.00 0.00 0.00 4056.00 15 0.00 0.00 0.00 0.00 0.00 0.00 0.00 4056.00 16 0.00 0.00 0.00 0.00 0.00 0.00 0.00 4056.00 17 0.00 0.00 0.00 0.00 0.00 0.00 0.00 4056.00 18 0.00 0.00 0.00 0.00 0.00 0.00 0.00 4056.00 19 0.00 0.00 0.00 0.00 0.00 0.00 0.00 4056.00 20 0.00 0.00 0.00 0.00 0.00 0.00 0.00 4056.00 21 0.00 0.00 0.00 0.00 0.00 0.00 0.00 4056.00 22 0.00 0.00 0.00 0.00 0.00 0.00 0.00 4056.00 23 0.00 0.00 0.00 0.00 0.00 0.00 0.00 4056.00 24 0.00 0.00 0.00 0.00 0.00 0.00 0.00 4056.00 25 0.00 0.00 0.00 0.00 0.00 0.00 0.00 4056.00 26 0.00 0.00 0.00 0.00 0.00 0.00 0.00 4056.00 27 0.00 0.00 0.00 0.00 0.00 0.00 0.00 4056.00 28 0.00 0.00 0.00 0.00 0.00 0.00 0.00 4056.00 29 0.00 0.00 0.00 0.00 0.00 0.00 0.00 4056.00 30 0.00 0.00 0.00 0.00 0.00 0.00 0.00 4056.00 31 0.00 0.00 0.00 0.00 0.00 0.00 0.00 4056.00 TOTAL CFS 0.00 0.00 0.00 0.00 0.00 0.00 0.00 TOTAL AF 0.00 0.00 0.00 0.00 0.00 0.00 0.00 4056.00 METERED DELIVERY AF 3.10 1087.20 11.90 0.00 1031.40 2133.60 6189.60 TOTAL FLOW OR DELIVERY AF * 3.10 1087.20 0.00 11.90 0.00 1031.40 2133.60 6189.60 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 JANUARY 2003 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 0.05 0. 0. 0.10 0.30 0. 0. 0.00 0.00 0.00 0. 0.00 0. 2 0.00 0.00 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 0.00 0.00 0. 0. 0.02 0.07 0. 0. 0.00 0.00 0.00 0. 0.00 0. 5 0.06 0.03 0. 0. 0.00 0.07 0. 0. 0.00 0.00 0.00 0. 0.00 0. 6 0.00 0.00 0. 0. 0.00 0.00 0. 0. 0.04 0.01 0.00 0. 0.00 0. 7 0.00 0.00 0. 0. 0.00 0.00 0. 0. 0.00 0.00 0.00 0. 0.00 0. 8 0.00 0.00 0. 0. 0.00 0.00 0. 0. 0.00 0.00 0.00 0. 0.00 0. 9 0.00 0.00 0. 0. 0.00 0.00 0. 0. 0.00 0.00 0.00 0. 0.00 0. 10 0.05 0.00 0. 0. 0.08 0.08 0. 0. 0.00 0.00 0.00 0. 0.00 0. 11 0.02 0.00 0. 0. 0.00 0.02 0. 0. 0.00 0.00 0.00 0. 0.00 0. 12 0.00 0.05 0. 0. 0.02 0.04 0. 0. 0.00 0.00 0.00 0. 0.00 0. 13 0.00 0.00 0. 0. 0.00 0.00 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 0.05 0.06 0. 0. 0.02 0.02 0. 0. 0.00 0.00 0.00 0. 0.00 0. 16 0.03 0.00 0. 0. 0.00 0.01 0. 0. 0.00 0.00 0.00 0. 0.00 0. 17 0.00 0.00 0. 0. 0.07 0.12 0. 0. 0.00 0.00 0.00 0. 0.03 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 0.01 0. 0.01 0. 23 0.00 0.00 0. 0. 0.03 0.04 0. 0. 0.00 0.00 0.00 0. 0.00 0. 24 0.05 0.00 0. 0. 0.08 0.14 0. 0. 0.00 0.00 0.00 0. 0.00 0. 25 0.00 0.00 0. 0. 0.00 0.02 0. 0. 0.00 0.00 0.00 0. 0.00 0. 26 0.00 0.00 0. 0. 0.03 0.03 0. 0. 0.00 0.00 0.00 0. 0.00 0. 27 0.00 0.00 0. 0. 0.00 0.00 0. 0. 0.00 0.00 0.00 0. 0.00 0. 28 0.00 0.00 0. 0. 0.00 0.05 0. 0. 0.00 0.00 0.00 0. 0.00 0. 29 0.00 0.00 0. 0. 0.00 0.00 0. 0. 0.00 0.01 0.00 0. 0.00 0. 30 0.00 0.00 0. 0. 0.00 0.00 0. 0. 0.00 0.00 0.00 0. 0.00 0. 31 0.00 0.00 0. 0. 0.00 0.00 0. 0. 0.00 0.00 0.00 0. 0.00 0. TOTALS 0.26 0.19 0. 0. 0.45 1.01 0. 0. 0.04 0.02 0.01 0. 0.04 0. 1 UPPER COLORADO RIVER DAILY DATA COLLECTION FOR JANUARY 2003 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 67 21 30 18 0.10 11 7 113 138 30 0 0.05 2 34 21 22 -8 0.00 11 7 105 138 26 10 0.00 3 42 21 35 7 0.00 11 7 109 138 37 20 0.00 4 61 21 35 28 0.02 12 8 109 138 43 16 0.00 5 36 21 37 22 0.00 11 7 117 138 34 4 0.03 6 43 21 30 4 0.00 11 7 105 138 30 -4 0.00 7 46 21 29 -5 0.00 11 7 101 138 22 -6 0.00 8 47 21 31 -4 0.00 11 7 97 138 22 -6 0.00 9 52 21 29 -8 0.00 12 8 93 138 21 3 0.00 10 46 21 28 2 0.08 12 7 101 138 22 11 0.00 11 61 21 33 15 0.00 11 7 113 138 33 18 0.00 12 49 21 31 16 0.02 11 7 109 138 36 7 0.05 13 39 21 35 8 0.00 11 7 108 137 41 12 0.00 14 40 21 39 10 0.00 12 8 105 137 36 15 0.00 15 52 21 37 11 0.02 11 7 114 138 33 9 0.06 16 48 21 28 -3 0.00 11 7 100 137 30 15 0.00 17 56 21 29 10 0.07 11 7 109 137 30 -3 0.00 18 36 21 29 -16 0.00 11 7 93 137 27 -1 0.00 19 59 21 31 -9 0.00 12 8 101 137 32 2 0.00 20 4 21 30 -8 0.00 11 7 96 137 33 9 0.00 21 47 21 36 1 0.00 9 7 105 137 42 19 0.00 22 20 21 36 15 0.00 10 7 104 136 41 24 0.00 23 91 21 33 22 0.03 11 7 110 151 42 22 0.00 24 15 21 35 23 0.08 13 8 129 157 36 23 0.00 25 59 21 35 21 0.00 11 7 131 159 36 21 0.00 26 45 21 40 24 0.03 11 7 134 154 43 20 0.00 27 57 21 48 23 0.00 11 7 139 155 48 20 0.00 28 38 21 45 20 0.00 12 7 134 154 41 14 0.00 29 56 21 37 14 0.00 12 8 126 154 43 21 0.00 30 34 21 38 18 0.00 11 7 127 155 41 32 0.00 31 45 21 43 32 0.00 11 7 132 152 48 25 0.00