1 PICK SLOAN MISSOURI BASIN PROGRAM UNITED STATES BUREAU OF RECLAMATION WESTERN DIVISION WATER AND POWER SYSTEM AS OF 04/07/04 WATER AND POWER CONTROL DIVISION TIME: 10:17:58 LOVELAND, COLORADO MARCH 2004 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) 217500 1 9004.84 217331 72 0 72 88 320 -169 151 76 0 76 0.00 29 0 0 60 2 9004.77 217134 72 0 72 98 340 -197 143 72 0 72 0.00 34 0 0 53 3 9004.69 216909 72 0 72 113 370 -225 145 73 0 73 0.00 38 6 0 64 4 9004.62 216713 72 0 72 115 374 -196 178 89 0 89 0.01 38 6 0 73 5 9004.54 216488 72 0 72 115 374 -225 149 75 0 75 0.01 25 8 0 64 6 9004.47 216292 72 0 72 113 370 -196 174 87 0 87 0.07 30 9 0 55 7 9004.40 216095 72 0 72 113 370 -197 173 87 0 87 0.00 42 9 0 63 8 9004.31 215843 72 0 72 113 370 -252 118 59 0 59 0.00 48 9 0 62 9 9004.24 215648 72 0 72 124 392 -195 197 99 0 99 0.00 55 17 0 75 10 9004.14 215368 72 0 72 139 422 -280 142 71 0 71 0.00 44 11 0 70 11 9004.05 215117 72 0 72 140 424 -251 173 87 0 87 0.00 49 12 0 76 12 9003.98 214921 72 0 72 140 424 -196 228 114 0 114 0.00 53 17 0 74 13 9003.89 214671 72 0 72 140 424 -250 174 87 0 87 0.00 47 14 0 75 14 9003.82 214476 72 0 72 140 424 -195 229 115 0 115 0.19 43 14 0 68 15 9003.71 214170 88 0 88 152 480 -306 174 87 0 87 0.00 38 21 0 53 16 9003.59 213836 93 0 93 153 492 -334 158 79 0 79 0.00 41 26 0 70 17 9003.47 213503 93 0 93 153 492 -333 159 80 0 80 0.00 51 18 0 81 18 9003.36 213198 66 0 66 181 494 -305 189 95 0 95 0.00 53 21 0 121 19 9003.26 212921 54 0 54 185 478 -277 201 101 0 101 0.00 58 23 0 122 20 9003.17 212672 50 0 50 185 470 -249 221 111 0 111 0.00 61 23 0 132 21 9003.08 212424 50 0 50 185 470 -248 222 111 0 111 0.00 63 22 0 148 22 9003.04 212313 50 0 50 158 416 -111 305 153 0 153 0.00 61 26 0 162 23 9002.99 212175 50 0 50 155 410 -138 272 136 0 136 0.12 58 27 0 174 24 9002.97 212120 50 0 50 140 380 -55 325 163 0 163 0.29 53 25 0 186 25 9002.94 212037 50 0 50 132 364 -83 281 141 0 141 0.00 55 29 0 189 26 9002.92 211982 50 0 50 100 300 -55 245 123 0 123 0.00 58 21 0 191 27 9002.91 211955 50 0 50 99 298 -27 271 136 0 136 0.00 35 19 0 185 28 9002.90 211927 52 0 52 62 228 -28 200 100 0 100 0.00 35 8 0 137 29 9002.89 211900 50 0 50 60 220 -27 193 97 0 97 0.00 49 8 0 126 30 9002.90 211927 50 0 50 60 220 27 247 124 0 124 0.00 58 15 0 120 31 9002.85 211789 50 0 50 116 332 -138 194 97 0 97 0.00 60 20 0 127 TOTAL CFS 2004 0 2004 3967 3125 0 3125 3256 TOTAL AF -5711 4008 0 4008 7934 11942 -5711 6231 6231 0 6250 0.69 47 16 0 6512 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 04/07/04 WATER AND POWER CONTROL DIVISION TIME: 10:17:58 LOVELAND, COLORADO MARCH 2004 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) 66285 1 7896.13 66192 178 0 178 353 -93 261 132 4 0 136 0.00 34 1 622 2 7896.00 66041 200 0 200 397 -151 247 125 -1 0 124 0.02 30 0 616 3 7895.89 65915 199 0 199 395 -126 270 136 1 0 137 0.00 43 12 710 4 7895.79 65800 202 0 202 401 -115 287 145 17 0 162 0.00 32 6 706 5 7895.68 65674 199 0 199 395 -126 270 136 3 0 139 0.00 30 9 698 6 7895.55 65524 202 0 202 401 -150 252 127 15 0 142 0.00 36 11 678 7 7895.44 65398 198 0 198 393 -126 268 135 15 0 150 0.05 46 11 681 8 7895.33 65272 197 0 197 391 -126 266 134 -13 0 121 0.00 49 12 704 9 7895.24 65169 198 0 198 393 -103 291 147 27 0 174 0.00 56 12 737 10 7895.17 65088 182 0 182 361 -81 281 142 -1 0 141 0.00 46 13 769 11 7895.15 65065 134 25 159 315 -23 293 148 15 0 163 0.00 47 13 767 12 7895.11 65019 166 3 169 335 -46 290 146 42 0 188 0.00 51 13 731 13 7895.08 64985 164 0 164 325 -34 292 147 15 0 162 0.00 47 14 745 14 7895.04 64939 163 0 163 323 -46 278 140 43 0 183 0.08 47 14 761 15 7895.04 64939 140 0 140 278 0 279 141 -1 0 140 0.00 40 22 759 16 7895.13 65042 111 0 111 220 103 324 163 -14 0 149 0.00 45 26 743 17 7895.25 65180 104 0 104 206 138 345 174 -14 0 160 0.00 51 22 697 18 7895.39 65341 105 0 105 208 161 370 187 29 0 216 0.00 61 23 712 19 7895.53 65501 74 21 95 188 160 349 176 47 0 223 0.00 61 23 757 20 7895.74 65743 0 59 59 117 242 360 182 61 0 243 0.00 63 23 841 21 7895.98 66018 0 59 59 117 275 393 198 61 0 259 0.00 63 23 940 22 7896.24 66320 0 59 59 117 302 420 212 103 0 315 0.00 64 24 996 23 7896.52 66646 0 59 59 117 326 444 224 86 0 310 0.01 57 28 1040 24 7896.79 66960 0 77 77 153 314 468 236 113 0 349 0.06 56 29 1090 25 7897.05 67263 0 86 86 171 303 475 239 91 0 330 0.00 56 29 1150 26 7897.31 67570 0 86 86 171 307 479 241 73 0 314 0.00 60 25 1210 27 7897.56 67865 0 86 86 171 295 467 235 86 0 321 0.00 40 23 1220 28 7897.73 68066 0 87 87 173 201 375 189 48 0 237 0.01 35 17 1080 29 7897.88 68243 0 86 86 171 177 349 176 47 0 223 0.00 52 16 936 30 7898.02 68409 0 86 86 171 166 338 170 74 0 244 0.00 59 18 856 31 7898.17 68588 0 86 86 171 179 351 177 47 0 224 0.00 63 21 814 TOTAL CFS 3116 965 4081 5260 1119 0 6379 25766 TOTAL AF 2303 6182 1918 8098 8098 2303 10432 10436 2220 0 12654 0.23 49 17 51105 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 04/07/04 WATER AND POWER CONTROL DIVISION TIME: 10:17:58 LOVELAND, COLORADO MARCH 2004 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) 8780 1 8123.66 8790 7 0 0 0 0 0 7 14 10 24 12 2 8123.71 8803 7 0 0 1 0 0 8 16 13 29 15 3 8123.76 8815 7 0 0 0 0 0 7 14 12 26 13 4 8123.82 8831 7 0 0 0 0 0 7 14 16 30 15 5 8123.87 8844 7 0 0 0 0 0 7 14 13 27 14 6 8123.92 8857 7 0 0 0 0 0 7 14 13 27 14 7 8123.97 8870 7 0 0 1 0 0 8 16 13 29 15 8 8124.01 8880 7 0 0 0 0 0 7 14 10 24 12 9 8124.08 8898 7 0 0 0 0 0 7 14 18 32 16 10 8124.15 8916 7 0 0 0 0 0 7 14 18 32 16 11 8124.23 8937 7 0 0 0 0 0 7 14 21 35 18 12 8124.31 8958 7 0 0 1 0 0 8 16 21 37 19 13 8124.41 8984 7 0 0 0 0 0 7 14 26 40 20 14 8124.53 9015 7 0 0 0 0 0 7 14 31 45 23 15 8124.64 9044 7 0 0 0 0 0 7 14 29 43 22 16 8124.74 9070 7 0 0 0 0 0 7 14 26 40 20 17 8124.73 9068 7 0 0 1 14 0 22 44 -2 42 21 18 8124.80 9086 7 0 0 0 5 0 12 24 18 42 21 19 8124.91 9115 7 0 0 0 2 0 9 18 29 47 24 20 8125.11 9169 7 0 0 0 0 0 7 14 54 68 34 21 8125.33 9227 7 0 0 0 0 0 7 14 58 72 36 22 8125.49 9270 7 0 0 1 6 0 14 28 43 71 36 23 8125.66 9316 7 0 0 1 7 0 15 30 46 76 38 24 8125.90 9381 7 0 0 1 0 10 18 36 65 101 51 25 8125.89 9378 7 0 0 1 4 46 58 115 -3 112 56 26 8125.42 9251 7 0 0 2 7 103 119 236 -127 109 55 27 8124.00 8877 7 0 0 3 0 237 247 490 -374 116 58 28 8122.44 8482 7 0 0 3 0 237 247 490 -395 95 48 29 8120.70 8061 7 0 0 4 0 238 249 494 -421 73 37 30 8118.85 7633 7 0 0 4 0 239 250 496 -428 68 34 31 8118.43 7539 6 0 0 4 0 90 100 198 -94 104 52 TOTAL CFS 216 0 0 28 45 1200 1489 865 TOTAL AF -1241 432 0 0 56 90 2380 2957 2957 -1241 1716 1716 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 04/07/04 WATER AND POWER CONTROL DIVISION TIME: 10:17:58 LOVELAND, COLORADO MARCH 2004 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 04/07/04 WATER AND POWER CONTROL DIVISION TIME: 10:17:58 LOVELAND, COLORADO MARCH 2004 EASTERN COLORADO PROJECTS GRAND LAKE - SHADOW MOUNTAIN RESERVOIRS - COMPUTATION OF DAILY INFLOWS O U T F L O W C O M P U T E D I N F L O W ELEVATION ADAMS CHANGE PUMPED TO G R A N D L A K E GRAND SHADOW TOTAL TUNNEL BY TOTAL OUTFLOW IN TOTAL FROM GL. - SM. P R E C TEMP DAY LAKE MTN STORAGE E.P.1 PASS STORAGE GRANBY 6SSW 1NW 6SSW (FEET) (FEET) (AF) (CFS) (CFS) (CFS) (AF) (AF) (AF) (AF) (AF) (CFS) (IN) (IN) MAX MIN 17741 1 8366.56 8366.70 17746 479 20 499 990 5 997 900 97 49 0.00 0.07 34 13 2 8366.55 8366.70 17741 478 20 498 988 -5 985 904 81 41 0.00 0.00 37 -12 3 8366.58 8366.70 17756 456 20 476 944 15 961 916 45 23 0.00 0.01 38 8 4 8366.55 8366.70 17741 462 20 482 956 -15 943 895 48 24 0.00 0.00 40 2 5 8366.55 8366.69 17727 495 20 515 1021 -14 1009 930 79 40 0.03 0.08 30 6 6 8366.56 8366.70 17746 503 20 523 1037 19 1058 1000 58 29 0.03 0.08 32 17 7 8366.56 8366.71 17759 513 20 533 1057 13 1072 1023 49 25 0.04 0.06 41 20 8 8366.55 8366.71 17754 510 20 530 1051 -5 1048 986 62 31 0.00 0.00 49 2 9 8366.55 8366.72 17767 509 20 529 1049 13 1064 1004 60 30 0.00 0.00 51 4 10 8366.55 8366.72 17767 508 20 528 1047 0 1049 972 77 39 0.00 0.00 49 23 11 8366.54 8366.70 17736 506 20 526 1043 -31 1014 908 106 53 0.00 0.00 45 7 12 8366.58 8366.73 17795 506 20 526 1043 59 1104 1000 104 52 0.00 0.00 47 7 13 8366.58 8366.73 17795 508 20 528 1047 0 1049 990 59 30 0.00 0.00 48 12 14 8366.56 8366.71 17759 508 20 528 1047 -36 1013 952 61 31 0.00 0.00 48 9 15 8366.56 8366.70 17746 495 20 515 1021 -13 1010 914 96 48 0.02 0.03 40 22 16 8366.59 8366.74 17814 505 20 525 1041 68 1111 1021 90 45 0.00 0.00 42 22 17 8366.57 8366.73 17790 509 20 529 1049 -24 1027 942 85 43 0.00 0.00 47 30 18 8366.56 8366.71 17759 507 20 527 1045 -31 1016 912 104 52 0.00 0.00 51 15 19 8366.61 8366.75 17838 508 20 528 1047 79 1128 1043 85 43 0.00 0.00 57 20 20 8366.59 8366.73 17800 508 20 528 1047 -38 1011 926 85 43 0.00 0.00 59 24 21 8366.60 8366.73 17806 508 20 528 1047 6 1055 897 158 80 0.00 0.00 61 20 22 8366.57 8366.71 17764 508 20 528 1047 -42 1007 845 162 82 0.00 0.00 61 22 23 8366.60 8366.73 17806 508 20 528 1047 42 1091 809 282 142 0.01 0.01 61 25 24 8366.57 8366.74 17804 509 20 529 1049 -2 1049 740 309 156 0.01 0.10 54 29 25 8366.62 8366.74 17830 440 20 460 912 26 940 672 268 135 0.22 0.18 59 31 26 8366.57 8366.68 17724 374 20 394 781 -106 677 387 290 146 0.00 0.00 61 22 27 8366.53 8366.61 17611 291 20 311 617 -113 506 184 322 162 0.00 0.01 55 26 28 8366.68 8366.74 17860 179 20 199 395 249 646 409 237 119 0.00 0.02 34 20 29 8366.58 8366.65 17689 151 20 171 339 -171 170 0 170 86 0.00 0.00 52 12 30 8366.59 8366.67 17721 127 20 147 292 32 326 196 130 66 0.00 0.00 59 15 31 8366.60 8366.70 17767 161 20 181 359 46 407 292 115 58 0.00 0.00 62 16 TOTAL CFS 13729 620 14349 2003 49 16 TOTAL AF 26 27231.1 1240 28455 28455 26 28543 24569 3974 3973 0.36 0.65 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 04/07/04 WATER AND POWER CONTROL DIVISION TIME: 10:17:58 LOVELAND, COLORADO MARCH 2004 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) 268009 1 8236.15 267084 454 20 0 2.0 476 944 -925 25 13 20 0 0 -7 42 0 2 8235.98 266212 456 20 0 2.0 478 948 -872 82 41 20 0 0 21 62 0 3 8235.82 265393 462 20 0 2.0 484 960 -819 147 74 20 0 0 54 77 0 4 8235.65 264524 451 20 0 2.0 473 938 -869 75 38 20 0 0 18 42 0 5 8235.48 263656 469 20 0 2.0 491 974 -868 112 56 20 0 0 36 76 0 6 8235.31 262790 504 20 0 2.0 526 1043 -866 183 92 20 0 0 72 101 0 7 8235.12 261824 516 20 0 2.0 538 1067 -966 107 54 20 0 0 34 59 0 8 8234.91 260758 497 20 0 2.0 519 1029 -1066 -30 -14 20 0 0 -34 -3 0 9 8234.72 259796 506 20 0 2.0 528 1047 -962 91 46 20 0 0 26 56 0 10 8234.53 258836 490 20 0 2.0 512 1016 -960 62 31 20 0 0 11 50 0 11 8234.34 257877 458 20 0 2.0 480 952 -959 0 0 20 0 0 -20 33 0 12 8234.15 256921 504 20 0 2.0 526 1043 -956 93 47 20 0 0 27 79 0 13 8233.95 255916 499 20 0 2.0 521 1033 -1005 34 17 20 0 0 -3 27 0 14 8233.77 255013 480 20 0 2.0 502 996 -903 99 50 20 0 0 30 61 0 15 8233.59 254113 461 20 0 2.0 483 958 -900 64 32 20 0 0 12 60 0 16 8233.39 253114 515 20 0 2.0 537 1065 -999 72 36 20 0 0 16 61 0 17 8233.20 252167 475 20 0 2.0 497 986 -947 45 23 20 0 0 3 46 0 18 8233.02 251271 460 20 0 2.0 482 956 -896 66 33 20 0 0 13 65 0 19 8232.82 250278 526 20 0 2.0 548 1087 -993 100 50 20 0 0 30 73 0 20 8232.67 249535 467 20 0 2.0 489 970 -743 233 117 20 0 0 97 140 0 21 8232.51 248743 452 20 0 2.0 474 940 -792 154 78 20 0 0 58 138 0 22 8232.38 248101 426 20 0 2.0 448 889 -642 253 128 20 0 0 108 190 0 23 8232.25 247460 408 20 0 2.0 430 853 -641 218 110 20 0 0 90 232 0 24 8232.15 246967 373 20 0 2.0 395 783 -493 296 149 20 10 0 119 275 0 25 8232.12 246820 339 19 0 2.0 360 714 -147 573 289 20 46 0 223 358 0 26 8232.11 246770 195 20 0 2.0 217 430 -50 386 195 20 103 0 72 218 0 27 8232.22 247312 93 20 0 2.0 115 228 542 776 391 20 237 0 134 296 0 28 8232.27 247559 206 20 0 2.0 228 452 247 705 355 20 237 0 98 217 0 29 8232.40 248200 0 20 0 2.0 22 44 641 691 348 20 238 0 90 176 0 30 8232.49 248645 99 20 0 2.0 121 240 445 691 348 20 239 0 89 155 0 31 8232.52 248793 147 20 0 2.0 169 335 148 489 247 20 90 0 137 195 0 TOTAL CFS 12388 619 0 62.0 13069 3474 620 1200 0 1654 3657 0 TOTAL AF -19216 24569 1238 0 123.0 25920 25920 -19216 6892 6892 1240 2380 0 3285 7252 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 04/07/04 WATER AND POWER CONTROL DIVISION TIME: 10:17:58 LOVELAND, COLORADO MARCH 2004 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 2794 1 28.80 73.44 502 2789 1 950.1 479.0 0.00 944.1 476.0 21.0 24.0 0 0 0 0.00 33 23 2 30.83 73.12 573 2733 15 948.1 478.0 0.00 924.3 466.0 19.0 24.0 0 0 0 0.00 37 19 3 29.40 73.41 523 2784 1 904.5 456.0 0.00 900.5 454.0 22.0 24.0 0 0 0 0.00 46 18 4 31.07 73.18 581 2744 18 916.4 462.0 0.00 912.4 460.0 31.0 24.0 0 0 0 0.52 44 17 5 34.61 72.46 713 2621 9 981.8 495.0 0.00 969.9 489.0 22.0 24.0 0 0 0 0.00 39 12 6 34.16 72.54 696 2634 -4 997.7 503.0 0.00 997.7 503.0 22.0 24.0 0 0 0 0.00 38 28 7 32.49 72.96 633 2706 9 1017.5 513.0 0.00 1011.6 510.0 24.0 23.0 0 0 0 0.00 51 32 8 32.27 73.02 625 2716 2 1011.6 510.0 0.00 1013.6 511.0 26.0 24.0 0 0 0 0.00 60 32 9 32.12 73.13 619 2735 13 1009.6 509.0 0.00 1009.6 509.0 30.0 24.0 0 0 0 0.00 60 22 10 31.34 73.32 591 2768 5 1007.6 508.0 0.00 1009.6 509.0 27.0 24.0 0 0 0 0.00 49 23 11 33.13 73.14 657 2737 35 1003.6 506.0 0.00 971.9 490.0 25.0 24.0 0 0 0 0.00 49 16 12 33.82 72.95 683 2704 -7 1003.6 506.0 0.00 1019.5 514.0 28.0 24.0 0 0 0 0.00 57 18 13 31.67 73.26 603 2758 -26 1007.6 508.0 0.00 1043.3 526.0 30.0 25.0 0 0 0 0.00 50 30 14 31.24 73.21 588 2749 -24 1007.6 508.0 0.00 1039.3 524.0 29.0 25.0 0 0 0 0.00 54 20 15 29.89 73.12 540 2733 -64 981.8 495.0 0.00 1041.3 525.0 23.0 25.0 0 0 0 0.00 42 31 16 29.57 73.09 529 2728 -16 1001.7 505.0 0.00 1025.5 517.0 27.0 23.0 0 0 0 0.00 47 34 17 29.83 72.96 538 2706 -13 1009.6 509.0 0.00 1017.5 513.0 20.0 23.0 0 0 0 0.00 56 41 18 31.64 72.55 602 2636 -6 1005.6 507.0 0.00 1011.6 510.0 23.0 23.0 0 0 0 0.00 57 37 19 31.06 72.67 581 2656 -1 1007.6 508.0 0.00 1009.6 509.0 24.0 24.0 0 0 0 0.00 68 46 20 30.71 72.77 569 2673 5 1007.6 508.0 0.00 1011.6 510.0 28.0 24.0 0 0 0 0.00 54 30 21 29.68 73.04 532 2720 10 1007.6 508.0 0.00 1011.6 510.0 32.0 25.0 0 0 0 0.00 65 24 22 29.13 73.23 514 2752 14 1007.6 508.0 0.00 1011.6 510.0 34.0 25.0 0 0 0 0.00 67 25 23 28.69 73.46 499 2792 25 1007.6 508.0 0.00 1013.6 511.0 40.0 25.0 0 0 0 0.00 64 34 24 28.62 73.63 496 2822 27 1009.6 509.0 0.00 1011.6 510.0 41.0 27.0 0 0 0 0.00 58 44 25 28.36 73.69 488 2832 2 872.7 440.0 0.00 876.7 442.0 35.0 32.0 0 0 0 0.00 62 38 26 29.97 72.83 542 2684 -94 741.8 374.0 0.00 839.0 423.0 34.0 32.0 0 0 0 0.00 64 27 27 30.62 72.51 565 2629 -32 577.2 291.0 0.00 622.8 314.0 38.0 31.0 0 0 0 0.00 46 28 28 27.89 72.48 472 2624 -98 355.0 179.0 0.00 440.3 222.0 25.0 31.0 0 239 0 0.00 36 28 29 26.51 72.77 429 2673 6 299.5 151.0 0.00 281.7 142.0 26.0 32.0 0 306 0 0.00 53 30 30 27.64 72.98 464 2709 71 251.9 127.0 0.00 164.6 83.0 22.0 31.0 0 252 0 0.00 60 23 31 28.95 73.63 507 2822 156 319.3 161.0 0.00 220.2 111.0 60.0 32.0 0 288 0 0.00 67 22 TOTAL CFS 13729.0 13803.0 888.0 802.0 0 TOTAL AF 11 28 39 0.00 1761. 1591. 0 1085 0 0.52 53 27 27231.1 27377.8 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 04/07/04 WATER AND POWER CONTROL DIVISION TIME: 10:17:58 LOVELAND, COLORADO MARCH 2004 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) 1 479.0 0.0 0.0 10.0 500.0 992 476.0 24.0 500.0 992 1 21.0 2 478.0 0.0 0.0 10.0 497.0 986 466.0 24.0 490.0 972 15 19.0 3 456.0 0.0 0.0 10.0 478.0 948 454.0 24.0 478.0 948 1 22.0 4 462.0 0.0 0.0 10.0 493.0 978 460.0 24.0 484.0 960 18 31.0 5 495.0 0.0 0.0 10.0 517.0 1025 489.0 24.0 513.0 1018 9 22.0 6 503.0 0.0 0.0 10.0 525.0 1041 503.0 24.0 527.0 1045 -4 22.0 7 513.0 0.0 0.0 10.0 537.0 1065 510.0 23.0 533.0 1057 9 24.0 8 510.0 0.0 0.0 10.0 536.0 1063 511.0 24.0 535.0 1061 2 26.0 9 509.0 0.0 0.0 10.0 539.0 1069 509.0 24.0 533.0 1057 13 30.0 10 508.0 0.0 0.0 10.0 535.0 1061 509.0 24.0 533.0 1057 5 27.0 11 506.0 0.0 0.0 10.0 531.0 1053 490.0 24.0 514.0 1020 35 25.0 12 506.0 0.0 0.0 19.0 534.0 1059 514.0 24.0 538.0 1067 -7 28.0 13 508.0 0.0 0.0 16.0 538.0 1067 526.0 25.0 551.0 1093 -26 30.0 14 508.0 0.0 0.0 15.0 537.0 1065 524.0 25.0 549.0 1089 -24 29.0 15 495.0 0.0 0.0 15.0 518.0 1027 525.0 25.0 550.0 1091 -64 23.0 16 505.0 0.0 0.0 12.0 532.0 1055 517.0 23.0 540.0 1071 -16 27.0 17 509.0 0.0 0.0 12.0 529.0 1049 513.0 23.0 536.0 1063 -13 20.0 18 507.0 0.0 1.0 13.0 530.0 1051 510.0 23.0 533.0 1057 -6 23.0 19 508.0 0.0 1.0 14.0 532.0 1055 509.0 24.0 533.0 1057 -1 24.0 20 508.0 0.0 1.0 17.0 536.0 1063 510.0 24.0 534.0 1059 5 28.0 21 508.0 0.0 1.0 19.0 540.0 1071 510.0 25.0 535.0 1061 10 32.0 22 508.0 0.0 1.0 22.0 542.0 1075 510.0 25.0 535.0 1061 14 34.0 23 508.0 0.0 1.0 25.0 548.0 1087 511.0 25.0 536.0 1063 25 40.0 24 509.0 0.0 1.0 29.0 550.0 1091 510.0 27.0 537.0 1065 27 41.0 25 440.0 0.0 1.0 29.0 475.0 942 442.0 32.0 474.0 940 2 35.0 26 374.0 0.0 1.0 30.0 408.0 809 423.0 32.0 455.0 902 -94 34.0 27 291.0 0.0 1.0 33.0 329.0 653 314.0 31.0 345.0 684 -32 38.0 28 179.0 0.0 1.0 28.0 204.0 405 222.0 31.0 253.0 502 -98 25.0 29 151.0 0.0 1.0 23.0 177.0 351 142.0 32.0 174.0 345 6 26.0 30 127.0 0.0 1.0 24.0 149.0 296 83.0 31.0 114.0 226 71 22.0 31 161.0 0.0 1.0 23.0 221.0 438 111.0 32.0 143.0 284 156 60.0 TOTAL CFS 13729.0 14.0 528.0 14617.0 13803.0 802.0 14605.0 888.0 AF 27231.1 0.0 27.8 1047.3 28992.4 28990 27377.8 1590.7 28968.6 28967 39 1761.3 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 04/07/04 WATER AND POWER CONTROL DIVISION TIME: 10:17:58 LOVELAND, COLORADO MARCH 2004 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 1838 640 53971 131988 1 76.7 1873 68.9 584 0.0 291.7 0.0 0.0 0.0 188.9 0.0 0.0 68.3 5702.06 54015 5417.80 132936 0 2 75.4 1759 70.6 658 0.0 291.6 0.0 0.0 0.0 188.8 0.0 0.0 70.2 5701.96 53927 5418.30 133869 0 3 74.2 1658 70.9 672 0.0 291.5 0.0 0.0 0.0 188.7 0.0 0.0 70.9 5701.86 53838 5418.76 134730 46 4 73.4 1593 70.4 649 0.0 291.5 0.0 0.0 0.0 188.7 0.0 0.0 71.2 5701.91 53882 5419.36 135858 0 5 74.2 1658 67.9 542 0.0 291.5 0.0 0.0 0.0 188.7 0.0 0.0 69.7 5701.86 53838 5419.87 136821 0 6 73.7 1617 69.1 593 0.0 291.3 0.0 0.0 0.0 188.5 0.0 0.0 68.8 5701.70 53697 5420.34 137712 0 7 73.1 1570 70.4 649 0.0 291.1 0.0 0.0 0.0 188.4 0.0 0.0 70.2 5701.54 53555 5420.85 138682 0 8 74.0 1642 68.7 576 0.0 291.2 0.0 0.0 0.0 188.5 0.0 0.0 70.0 5701.60 53608 5421.31 139561 0 9 74.1 1650 68.7 576 0.0 291.1 0.0 0.0 0.0 188.4 0.0 0.0 68.0 5701.54 53555 5421.84 140576 0 10 73.5 1601 69.9 627 0.0 291.0 0.0 0.0 0.0 188.3 0.0 0.0 69.0 5701.40 53432 5422.32 141500 0 11 73.5 1601 68.8 580 0.0 290.9 0.0 0.0 0.0 188.3 0.0 0.0 68.9 5701.39 53423 5422.80 142426 762 12 73.9 1634 68.0 546 0.0 290.8 0.0 0.0 0.0 188.2 0.0 0.0 67.4 5701.29 53335 5423.29 143376 1021 13 73.9 1634 68.7 576 0.0 290.8 0.0 0.0 0.0 188.1 0.0 0.0 68.6 5701.25 53299 5423.77 144309 585 14 74.1 1650 69.2 597 0.0 290.7 0.0 0.0 0.0 188.1 0.0 0.0 68.0 5701.19 53246 5424.27 145285 0 15 74.6 1691 68.7 576 0.0 290.7 0.0 0.0 0.0 188.0 0.0 0.0 68.7 5701.14 53202 5424.73 146186 0 16 74.5 1683 69.4 606 0.0 290.7 0.0 0.0 0.0 188.1 0.0 0.0 69.9 5701.19 53246 5425.19 147091 0 17 74.9 1717 68.5 567 0.0 290.6 0.0 0.0 0.0 188.0 0.0 0.0 69.8 5701.05 53123 5425.70 148098 0 18 74.1 1650 70.4 649 0.0 290.6 0.0 0.0 0.0 188.0 0.0 0.0 70.4 5701.03 53106 5426.20 149088 0 19 74.7 1700 69.3 601 0.0 290.5 0.0 0.0 0.0 187.9 0.0 0.0 69.7 5700.95 53035 5426.37 149426 0 20 75.2 1742 68.4 563 0.0 290.4 0.0 0.0 0.0 187.8 0.0 0.0 69.0 5700.90 52991 5426.85 150382 0 21 75.8 1794 67.0 506 0.0 290.3 0.0 0.0 0.0 187.7 0.0 0.0 66.9 5700.75 52859 5427.31 151300 0 22 76.0 1811 66.7 494 0.0 290.3 0.0 0.0 0.0 187.7 0.0 0.0 67.1 5700.78 52886 5427.77 152222 81 23 75.5 1768 68.2 555 0.0 290.1 0.0 0.0 0.0 187.6 0.0 0.0 67.6 5700.63 52754 5428.28 153248 0 24 75.3 1751 68.6 572 0.0 290.0 0.0 0.0 0.0 187.5 0.0 0.0 69.4 5700.55 52684 5428.71 154116 0 25 76.1 1820 67.7 534 0.0 290.0 0.0 0.0 0.0 187.5 0.0 0.0 68.6 5700.55 52684 5429.14 154986 0 26 77.3 1927 67.3 518 0.0 289.9 0.0 0.0 0.0 187.4 0.0 0.0 67.6 5700.40 52552 5429.46 155636 0 27 77.5 1945 67.3 518 0.0 289.8 0.0 0.0 0.0 187.3 0.0 0.0 67.2 5700.35 52508 5429.68 156083 0 28 77.6 1954 68.2 555 0.0 289.7 0.0 0.0 0.0 187.3 0.0 0.0 66.2 5700.25 52420 5429.89 156511 297 29 77.5 1945 69.6 614 0.0 289.7 0.0 0.0 0.0 187.2 0.0 0.0 68.2 5700.20 52377 5429.99 156715 278 30 77.5 1945 71.4 694 0.0 289.5 0.0 0.0 0.0 187.1 0.0 0.0 70.6 5700.08 52272 5429.97 156674 156 31 76.3 1838 69.6 614 86.0 289.9 296.7 149.6 0.0 187.4 0.0 0.0 70.6 5700.40 52552 5429.99 156715 136 TOTAL CFS 149.6 TOTAL AF 0 -26 86.0 296.7 296.7 0.0 0.0 0.0 -1419 24727 3362 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 04/07/04 WATER AND POWER CONTROL DIVISION TIME: 10:17:58 LOVELAND, COLORADO MARCH 2004 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 0.00 488.00 2 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 499.00 3 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 507.00 4 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 512.00 5 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 512.00 6 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 509.00 7 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 509.00 8 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 510.00 9 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 510.00 10 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 513.00 11 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 512.00 12 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 511.00 13 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 513.00 14 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 509.00 15 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 513.00 16 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 510.00 17 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 511.00 18 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 508.00 19 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 506.00 20 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 515.00 21 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 512.00 22 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 514.00 23 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 508.00 24 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 507.00 25 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 426.00 26 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 362.00 27 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 294.00 28 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 207.00 29 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 116.00 30 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 49.00 31 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 31.00 TOTAL CFS 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 13703.00 TOTAL AF 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 27179.49 ADJUSTMENT AF 327.50 TOTAL FLOW OR DELIVERY AF 26851.99 METERED DELIVERY AF 173.70 NOTE: AVERAGE DAILY CFS UNLESS NOTED OTHERWISE * TOTAL FLOW INCLUDES NON-CHARGE WATER 1 PICK SLOAN MISSOURI BASIN PROGRAM UNITED STATES BUREAU OF RECLAMATION WESTERN DIVISION WATER AND POWER SYSTEM AS OF 04/07/04 WATER AND POWER CONTROL DIVISION TIME: 10:17:58 LOVELAND, COLORADO MARCH 2004 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) 13544.00 1 0.00 0.00 0.00 0.00 0.00 0.00 0.00 13544.00 2 0.00 0.00 0.00 0.00 0.00 0.00 0.00 13544.00 3 0.00 0.00 0.00 0.00 0.00 0.00 0.00 13544.00 4 0.00 0.00 0.00 0.00 0.00 0.00 0.00 13544.00 5 0.00 0.00 0.00 0.00 0.00 0.00 0.00 13544.00 6 0.00 0.00 0.00 0.00 0.00 0.00 0.00 13544.00 7 0.00 0.00 0.00 0.00 0.00 0.00 0.00 13544.00 8 0.00 0.00 0.00 0.00 0.00 0.00 0.00 13544.00 9 0.00 0.00 0.00 0.00 0.00 0.00 0.00 13544.00 10 0.00 0.00 0.00 0.00 0.00 0.00 0.00 13544.00 11 0.00 0.00 0.00 0.00 0.00 0.00 0.00 13544.00 12 0.00 0.00 0.00 0.00 0.00 0.00 0.00 13544.00 13 0.00 0.00 0.00 0.00 0.00 0.00 0.00 13544.00 14 0.00 0.00 0.00 0.00 0.00 0.00 0.00 13544.00 15 0.00 0.00 0.00 0.00 0.00 0.00 0.00 13544.00 16 0.00 0.00 0.00 0.00 0.00 0.00 0.00 13544.00 17 0.00 0.00 0.00 0.00 0.00 0.00 0.00 13544.00 18 0.00 0.00 0.00 0.00 0.00 0.00 0.00 13544.00 19 0.00 0.00 0.00 0.00 0.00 0.00 0.00 13544.00 20 0.00 0.00 0.00 0.00 0.00 0.00 0.00 13544.00 21 0.00 0.00 0.00 0.00 0.00 0.00 0.00 13544.00 22 0.00 0.00 0.00 0.00 0.00 0.00 0.00 13544.00 23 0.00 0.00 0.00 0.00 0.00 0.00 0.00 13544.00 24 0.00 0.00 0.00 0.00 0.00 0.00 0.00 13544.00 25 0.00 0.00 0.00 0.00 0.00 0.00 0.00 13544.00 26 0.00 0.00 0.00 0.00 0.00 0.00 0.00 13544.00 27 0.00 0.00 0.00 0.00 0.00 0.00 0.00 13544.00 28 0.00 0.00 0.00 0.00 0.00 0.00 0.00 13544.00 29 0.00 0.00 0.00 0.00 0.00 0.00 0.00 13544.00 30 0.00 0.00 0.00 0.00 0.00 0.00 0.00 13544.00 31 0.00 0.00 0.00 0.00 0.00 0.00 0.00 13544.00 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 13544.00 METERED DELIVERY AF 7.70 1576.90 327.50 0.00 1356.30 3268.40 16812.40 TOTAL FLOW OR DELIVERY AF * 7.70 1576.90 0.00 327.50 0.00 1356.30 3268.40 16812.40 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 2004 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. 0.00 0.07 7. 2. 0.00 0.00 0.00 0. 0.00 0. 2 0.00 0.02 2. 0. 0.00 0.00 7. 2. 0.00 0.00 0.00 0. 0.00 0. 3 0.00 0.00 2. 0. 0.00 0.01 7. 2. 0.00 0.04 0.00 0. 0.00 0. 4 0.01 0.00 2. 0. 0.00 0.00 7. 2. 0.52 0.00 0.55 0. 0.28 0. 5 0.01 0.00 2. 0. 0.03 0.08 7. 2. 0.00 0.52 0.00 0. 0.06 0. 6 0.07 0.00 2. 0. 0.03 0.08 7. 2. 0.00 0.00 0.00 0. 0.00 0. 7 0.00 0.05 2. 0. 0.04 0.06 7. 2. 0.00 0.00 0.00 0. 0.00 0. 8 0.00 0.00 2. 0. 0.00 0.00 7. 2. 0.00 0.00 0.00 0. 0.00 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 0.00 0.00 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 0.00 0.00 2. 0. 0.00 0.00 7. 2. 0.00 0.00 0.00 0. 0.00 0. 14 0.19 0.08 2. 0. 0.00 0.00 7. 2. 0.00 0.00 0.00 0. 0.00 0. 15 0.00 0.00 2. 0. 0.02 0.03 7. 2. 0.00 0.00 0.00 0. 0.00 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 0.00 7. 2. 0.00 0.00 0.00 0. 0.00 0. 18 0.00 0.00 2. 0. 0.00 0.00 7. 2. 0.00 0.00 0.00 0. 0.00 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 0.00 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 0.12 0.01 2. 0. 0.01 0.01 7. 2. 0.00 0.00 0.04 0. 0.00 0. 24 0.29 0.06 2. 0. 0.01 0.10 7. 2. 0.00 0.00 0.00 0. 0.00 0. 25 0.00 0.00 2. 0. 0.22 0.18 7. 2. 0.00 0.00 0.00 0. 0.00 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 0.01 7. 2. 0.00 0.00 0.00 0. 0.00 0. 28 0.00 0.01 2. 0. 0.00 0.02 7. 3. 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 0.03 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 17. 0.00 40. 31 0.00 0.00 2. 0. 0.00 0.00 7. 2. 0.00 0.00 0.00 9. 0.00 21. TOTALS 0.69 0.23 49. 11. 0.36 0.65 210. 77. 0.52 0.59 0.59 26. 0.34 61. 1 UPPER COLORADO RIVER DAILY DATA COLLECTION FOR MARCH 2004 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 42 22 34 13 0.00 12 7 132 178 34 1 0.00 2 62 22 37 -12 0.00 15 8 125 200 30 0 0.02 3 77 22 38 8 0.00 13 7 136 199 43 12 0.00 4 42 22 40 2 0.00 15 7 145 202 32 6 0.00 5 76 22 30 6 0.03 14 7 136 199 30 9 0.00 6 101 22 32 17 0.03 14 7 127 202 36 11 0.00 7 59 22 41 20 0.04 15 8 135 198 46 11 0.05 8 -3 22 49 2 0.00 12 7 134 197 49 12 0.00 9 56 22 51 4 0.00 16 7 147 198 56 12 0.00 10 50 22 49 23 0.00 16 7 142 182 46 13 0.00 11 33 22 45 7 0.00 18 7 148 159 47 13 0.00 12 79 22 47 7 0.00 19 8 146 169 51 13 0.00 13 27 22 48 12 0.00 20 7 147 164 47 14 0.00 14 61 22 48 9 0.00 23 7 140 163 47 14 0.08 15 60 22 40 22 0.02 22 7 141 140 40 22 0.00 16 61 22 42 22 0.00 20 7 163 111 45 26 0.00 17 46 22 47 30 0.00 21 8 174 104 51 22 0.00 18 65 22 51 15 0.00 21 7 187 105 61 23 0.00 19 73 22 57 20 0.00 24 7 176 95 61 23 0.00 20 140 22 59 24 0.00 34 7 182 59 63 23 0.00 21 138 22 61 20 0.00 36 7 198 59 63 23 0.00 22 190 22 61 22 0.00 36 8 212 59 64 24 0.00 23 232 22 61 25 0.01 38 8 224 59 57 28 0.01 24 275 22 54 29 0.01 51 8 236 77 56 29 0.06 25 358 21 59 31 0.22 56 8 239 86 56 29 0.00 26 218 22 61 22 0.00 55 9 241 86 60 25 0.00 27 296 22 55 26 0.00 58 10 235 86 40 23 0.00 28 217 22 34 20 0.00 48 10 189 87 35 17 0.01 29 176 22 52 12 0.00 37 11 176 86 52 16 0.00 30 155 22 59 15 0.00 34 11 170 86 59 18 0.00 31 195 22 62 16 0.00 52 10 177 86 63 21 0.00