1 PICK SLOAN MISSOURI BASIN PROGRAM UNITED STATES BUREAU OF RECLAMATION WESTERN DIVISION WATER AND POWER SYSTEM AS OF 02/06/04 WATER AND POWER CONTROL DIVISION TIME: 10:56:20 LOVELAND, COLORADO JANUARY 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) 223600 1 9007.03 223571 0 75 75 42 234 -29 205 103 0 103 0.12 37 18 0 63 2 9007.05 223629 0 72 72 42 228 58 286 143 0 143 0.38 27 11 0 86 3 9007.05 223629 72 0 72 41 226 0 226 113 0 113 0.11 27 2 0 101 4 9007.03 223571 72 0 72 41 226 -58 168 84 0 84 0.00 12 -12 0 65 5 9007.00 223484 72 0 72 41 226 -87 139 70 0 70 0.00 14 -9 0 55 6 9006.97 223398 72 0 72 41 226 -86 140 70 0 70 0.00 34 13 0 65 7 9006.94 223312 72 0 72 41 226 -86 140 70 0 70 0.00 37 12 0 72 8 9006.92 223254 72 0 72 41 226 -58 168 84 0 84 0.00 33 8 0 58 9 9006.91 223225 72 0 72 41 226 -29 197 99 0 99 0.00 37 6 0 52 10 9006.89 223168 72 0 72 41 226 -57 169 85 0 85 0.00 42 4 0 67 11 9006.85 223052 72 0 72 40 224 -116 108 54 0 54 0.00 40 0 0 60 12 9006.82 222966 72 0 72 40 224 -86 138 69 0 69 0.00 39 -1 0 75 13 9006.80 222909 72 0 72 40 224 -57 167 84 0 84 0.00 38 -3 0 52 14 9006.77 222822 72 0 72 40 224 -87 137 69 0 69 0.00 40 -3 0 59 15 9006.75 222765 72 0 72 40 224 -57 167 84 0 84 0.00 35 11 0 63 16 9006.72 222679 72 0 72 40 224 -86 138 69 0 69 0.00 28 1 0 68 17 9006.69 222592 72 0 72 40 224 -87 137 69 0 69 0.00 31 -2 0 74 18 9006.66 222506 72 0 72 40 224 -86 138 69 0 69 0.00 33 -2 0 61 19 9006.63 222420 72 0 72 40 224 -86 138 69 0 69 0.02 32 0 0 53 20 9006.62 222391 72 0 72 40 224 -29 195 98 0 98 0.01 25 -5 0 70 21 9006.60 222334 72 0 72 40 224 -57 167 84 0 84 0.00 29 -6 0 61 22 9006.58 222277 72 0 72 40 224 -57 167 84 0 84 0.00 30 -6 0 64 23 9006.54 222162 72 0 72 40 224 -115 109 55 0 55 0.00 40 5 0 58 24 9006.52 222104 72 0 72 40 224 -58 166 83 0 83 0.00 37 6 0 67 25 9006.50 222047 72 0 72 40 224 -57 167 84 0 84 0.05 21 -3 0 75 26 9006.46 221932 72 0 72 40 224 -115 109 55 0 55 0.00 11 -5 0 64 27 9006.43 221846 72 0 72 40 224 -86 138 69 0 69 0.01 20 -1 0 58 28 9006.39 221732 72 0 72 40 224 -114 110 55 0 55 0.00 31 -1 0 66 29 9006.36 221646 72 0 72 40 224 -86 138 69 0 69 0.00 31 18 0 67 30 9006.35 221617 72 0 72 41 226 -29 197 99 0 99 0.00 38 20 0 66 31 9006.34 221589 72 0 72 40 224 -28 196 98 0 98 0.14 24 1 0 82 TOTAL CFS 2088 147 2235 1253 2490 0 2490 2047 TOTAL AF -2011 4176 294 4470 2506 6976 -2011 4965 4965 0 4980 0.84 31 2 0 4094 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 02/06/04 WATER AND POWER CONTROL DIVISION TIME: 10:56:20 LOVELAND, COLORADO JANUARY 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) 71875 1 7900.81 71789 181 0 181 359 -86 273 138 28 0 166 0.00 37 24 690 2 7900.76 71727 189 0 189 375 -62 313 158 71 0 229 0.00 30 12 738 3 7900.72 71678 198 0 198 393 -49 344 173 41 0 214 0.00 21 4 719 4 7900.62 71555 199 0 199 395 -123 272 137 12 0 149 0.86 14 -13 624 5 7900.48 71383 214 0 214 424 -172 252 127 -3 0 124 0.00 13 -10 502 6 7900.35 71224 217 0 217 430 -159 271 137 -2 0 135 0.00 21 11 517 7 7900.23 71076 219 0 219 434 -148 286 144 -2 0 142 0.00 38 11 620 8 7900.09 70905 216 0 216 428 -171 257 130 12 0 142 0.00 37 7 977 9 7899.97 70758 198 0 198 393 -147 246 124 27 0 151 0.00 33 -2 936 10 7900.03 70831 102 0 102 202 73 275 139 13 0 152 0.00 26 -4 834 11 7900.07 70880 107 0 107 212 49 261 132 -18 0 114 0.00 23 -9 742 12 7900.05 70855 160 0 160 317 -25 292 147 -3 0 144 0.00 23 -10 583 13 7899.92 70697 203 0 203 403 -158 245 124 12 0 136 0.00 22 -14 542 14 7899.80 70551 204 0 204 405 -146 259 131 -4 0 127 0.00 20 -18 572 15 7899.68 70406 208 0 208 413 -145 268 135 12 0 147 0.00 22 -18 670 16 7899.57 70272 207 0 207 411 -134 277 140 -3 0 137 0.00 30 -2 739 17 7899.47 70151 207 0 207 411 -121 290 146 -4 0 142 0.00 30 -2 739 18 7899.35 70006 206 0 206 409 -145 264 133 -3 0 130 0.00 30 0 701 19 7899.21 69836 210 0 210 417 -170 247 125 -3 0 122 0.01 31 2 668 20 7899.13 69739 191 0 191 379 -97 282 142 26 0 168 0.00 26 -8 705 21 7899.06 69654 176 0 176 349 -85 264 133 12 0 145 0.00 23 -9 707 22 7898.99 69569 179 0 179 355 -85 270 136 12 0 148 0.00 21 -5 642 23 7898.91 69473 178 0 178 353 -96 257 130 -18 0 112 0.00 26 -3 601 24 7898.84 69390 181 0 181 359 -83 276 139 11 0 150 0.00 29 6 616 25 7898.80 69342 171 0 171 339 -48 291 147 12 0 159 0.07 26 -6 646 26 7898.75 69282 166 0 166 329 -60 269 136 -18 0 118 0.00 16 -6 598 27 7898.68 69198 172 0 172 341 -84 257 130 -3 0 127 0.00 29 3 587 28 7898.63 69138 168 0 168 333 -60 273 138 -17 0 121 0.00 34 15 624 29 7898.58 69079 169 0 169 335 -59 276 139 -3 0 136 0.00 34 15 686 30 7898.52 69007 174 0 174 345 -72 273 138 27 0 165 0.00 41 19 701 31 7898.49 68971 172 0 172 341 -36 305 154 26 0 180 0.00 24 1 705 TOTAL CFS 5742 0 5742 4282 250 0 4532 20931 TOTAL AF -2904 11389 0 11389 11389 -2904 8485 8499 498 0 8992 0.94 27 0 41516 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 02/06/04 WATER AND POWER CONTROL DIVISION TIME: 10:56:20 LOVELAND, COLORADO JANUARY 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) 8018 1 8120.58 8032 7 0 0 0 0 0 7 14 14 28 14 2 8120.65 8049 7 0 0 1 0 0 8 16 17 33 17 3 8120.74 8070 7 0 0 0 0 0 7 14 21 35 18 4 8120.81 8087 7 0 0 0 0 0 7 14 17 31 16 5 8120.86 8098 7 0 0 0 0 0 7 14 11 25 13 6 8120.92 8113 7 0 0 0 0 0 7 14 15 29 15 7 8121.00 8132 7 0 0 1 0 0 8 16 19 35 18 8 8121.06 8146 7 0 0 0 0 0 7 14 14 28 14 9 8121.12 8160 7 0 0 0 0 0 7 14 14 28 14 10 8121.17 8172 7 0 0 0 0 0 7 14 12 26 13 11 8121.23 8187 7 0 0 0 0 0 7 14 15 29 15 12 8121.29 8201 7 0 0 1 0 0 8 16 14 30 15 13 8121.35 8216 7 0 0 0 0 0 7 14 15 29 15 14 8121.40 8228 7 0 0 0 0 0 7 14 12 26 13 15 8121.45 8240 7 0 0 0 0 0 7 14 12 26 13 16 8121.51 8254 7 0 0 0 0 0 7 14 14 28 14 17 8121.56 8266 7 0 0 0 0 0 7 14 12 26 13 18 8121.61 8279 7 0 0 0 0 0 7 14 13 27 14 19 8121.65 8288 7 0 0 0 0 0 7 14 9 23 12 20 8121.70 8300 7 0 0 0 0 0 7 14 12 26 13 21 8121.75 8313 7 0 0 0 0 0 7 14 13 27 14 22 8121.80 8325 7 0 0 1 0 0 8 16 12 28 14 23 8121.84 8335 7 0 0 0 0 0 7 14 10 24 12 24 8121.87 8342 7 0 0 0 0 0 7 14 7 21 11 25 8121.94 8359 7 0 0 0 0 0 7 14 17 31 16 26 8121.98 8369 7 0 0 0 0 0 7 14 10 24 12 27 8122.03 8381 7 0 0 1 0 0 8 16 12 28 14 28 8122.08 8393 7 0 0 0 0 0 7 14 12 26 13 29 8122.13 8406 7 0 0 0 0 0 7 14 13 27 14 30 8122.17 8415 7 0 0 0 0 0 7 14 9 23 12 31 8122.23 8430 7 0 0 0 0 0 7 14 15 29 15 TOTAL CFS 217 0 0 5 0 0 222 436 TOTAL AF 412 434 0 0 10 0 0 444 444 412 856 856 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 02/06/04 WATER AND POWER CONTROL DIVISION TIME: 10:56:20 LOVELAND, COLORADO JANUARY 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 02/06/04 WATER AND POWER CONTROL DIVISION TIME: 10:56:20 LOVELAND, COLORADO JANUARY 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 17827 1 8366.58 8366.74 17809 506 20 526 1043 -18 1025 950 75 38 0.00 0.00 37 5 2 8366.57 8366.71 17764 503 20 523 1037 -45 992 930 62 31 0.13 0.14 32 23 3 8366.58 8366.72 17782 508 20 528 1047 18 1065 932 133 67 0.29 0.48 24 14 4 8366.59 8366.75 17827 508 20 528 1047 45 1092 1037 55 28 0.00 0.05 8 2 5 8366.58 8366.74 17809 528 20 548 1087 -18 1069 1014 55 28 0.09 0.06 8 -16 6 8366.58 8366.74 17809 523 20 543 1077 0 1077 1014 63 32 0.00 0.00 17 -11 7 8366.58 8366.73 17795 522 20 542 1075 -14 1061 1008 53 27 0.00 0.03 34 6 8 8366.63 8366.77 17875 461 20 481 954 80 1034 988 46 23 0.05 0.04 31 23 9 8366.58 8366.75 17822 474 20 494 980 -53 927 851 76 38 0.00 0.00 38 22 10 8366.57 8366.76 17830 508 20 528 1047 8 1055 966 89 45 0.00 0.00 33 -2 11 8366.58 8366.75 17822 509 20 529 1049 -8 1041 1023 18 9 0.00 0.00 31 -5 12 8366.59 8366.75 17827 507 20 527 1045 5 1050 998 52 26 0.00 0.00 27 -9 13 8366.55 8366.74 17794 505 20 525 1041 -33 1008 922 86 43 0.00 0.00 28 -11 14 8366.56 8366.74 17799 505 20 525 1041 5 1046 980 66 33 0.00 0.00 27 -9 15 8366.60 8366.76 17846 507 20 527 1045 47 1092 1063 29 15 0.00 0.00 31 -3 16 8366.56 8366.74 17799 507 20 527 1045 -47 998 948 50 25 0.00 0.00 30 12 17 8366.56 8366.72 17772 507 20 527 1045 -27 1018 944 74 37 0.00 0.00 28 -5 18 8366.56 8366.73 17785 509 20 529 1049 13 1062 1029 33 17 0.00 0.00 28 -9 19 8366.56 8366.70 17746 510 20 530 1051 -39 1012 1004 8 4 0.00 0.00 26 -9 20 8366.58 8366.76 17835 509 20 529 1049 89 1138 1025 113 57 0.00 0.00 30 10 21 8366.57 8366.74 17804 517 20 537 1065 -31 1034 1004 30 15 0.00 0.00 28 -10 22 8366.55 8366.73 17780 515 20 535 1061 -24 1037 1000 37 19 0.00 0.00 25 -12 23 8366.56 8366.74 17799 516 20 536 1063 19 1082 988 94 47 0.00 0.00 33 -10 24 8366.56 8366.74 17799 507 20 527 1045 0 1045 1012 33 17 0.00 0.00 36 -1 25 8366.56 8366.74 17799 505 20 525 1041 0 1041 998 43 22 0.10 0.06 30 0 26 8366.60 8366.72 17793 498 20 518 1027 -6 1021 1014 7 4 0.00 0.04 15 -6 27 8366.60 8366.74 17820 458 20 478 948 27 975 897 78 39 0.00 0.02 20 -1 28 8366.60 8366.74 17820 456 20 476 944 0 944 851 93 47 0.00 0.01 27 3 29 8366.61 8366.77 17865 455 20 475 942 45 987 863 124 63 0.00 0.03 29 20 30 8366.59 8366.71 17774 455 20 475 942 -91 851 865 -14 -7 0.00 0.02 36 22 31 8366.64 8366.75 17853 454 20 474 940 79 1019 875 144 73 0.10 0.25 35 18 TOTAL CFS 15452 620 16072 962 28 2 TOTAL AF 26 30648.6 1240 31872 31872 26 31898 29993 1905 1909 0.76 1.23 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 02/06/04 WATER AND POWER CONTROL DIVISION TIME: 10:56:20 LOVELAND, COLORADO JANUARY 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) 324227 1 8246.55 323318 479 20 0 3.0 502 996 -909 87 44 20 0 0 24 62 0 2 8246.42 322580 469 20 0 3.0 492 976 -738 238 120 20 0 0 100 131 0 3 8246.30 321899 470 20 0 3.0 493 978 -681 297 150 20 0 0 130 197 0 4 8246.13 320937 523 20 0 3.0 546 1083 -962 121 61 20 0 0 41 69 0 5 8245.96 319976 511 20 0 3.0 534 1059 -961 98 49 20 0 0 29 57 0 6 8245.78 318960 511 20 0 3.0 534 1059 -1016 43 22 20 0 0 2 34 0 7 8245.63 318114 508 20 0 3.0 531 1053 -846 207 104 20 0 0 84 111 0 8 8245.46 317158 498 20 0 3.0 521 1033 -956 77 39 20 0 0 19 42 0 9 8245.31 316315 429 20 0 3.0 452 897 -843 54 27 20 0 0 7 45 0 10 8245.14 315361 487 20 0 3.0 510 1012 -954 58 29 20 0 0 9 54 0 11 8244.97 314409 516 20 0 3.0 539 1069 -952 117 59 20 0 0 39 48 0 12 8244.80 313458 503 20 0 3.0 526 1043 -951 92 46 20 0 0 26 52 0 13 8244.64 312565 465 20 0 3.0 488 968 -893 75 38 20 0 0 18 61 0 14 8244.47 311617 494 20 0 3.0 517 1025 -948 77 39 20 0 0 19 52 0 15 8244.28 310559 536 20 0 3.0 559 1109 -1058 51 26 20 0 0 6 21 0 16 8244.13 309726 478 20 0 3.0 501 994 -833 161 81 20 0 0 61 86 0 17 8243.96 308783 476 20 0 3.0 499 990 -943 47 24 20 0 0 4 41 0 18 8243.78 307785 519 20 0 3.0 542 1075 -998 77 39 20 0 0 19 36 0 19 8243.61 306845 506 20 0 3.0 529 1049 -940 109 55 20 0 0 35 39 0 20 8243.42 305796 517 20 0 3.0 540 1071 -1049 22 11 20 0 0 -9 48 0 21 8243.25 304860 506 20 0 3.0 529 1049 -936 113 57 20 0 0 37 52 0 22 8243.08 303924 504 20 0 3.0 527 1045 -936 109 55 20 0 0 35 54 0 23 8242.90 302935 498 20 0 3.0 521 1033 -989 44 22 20 0 0 2 49 0 24 8242.72 301948 510 20 0 3.0 533 1057 -987 70 35 20 0 0 15 32 0 25 8242.57 301127 503 20 0 3.0 526 1043 -821 222 112 20 0 0 92 114 0 26 8242.40 300198 511 20 0 3.0 534 1059 -929 130 66 20 0 0 46 50 0 27 8242.24 299324 452 20 0 3.0 475 942 -874 68 34 20 0 0 14 53 0 28 8242.08 298452 429 20 0 3.0 452 897 -872 25 13 20 0 0 -7 40 0 29 8241.93 297636 435 20 0 3.0 458 908 -816 92 46 20 0 0 26 89 0 30 8241.79 296876 436 20 0 3.0 459 910 -760 150 76 20 0 0 56 49 0 31 8241.67 296224 441 20 0 3.0 464 920 -652 268 135 20 0 0 115 188 0 TOTAL CFS 15120 620 0 93.0 15833 1714 620 0 0 1094 2056 0 TOTAL AF -28003 29993 1240 0 184.5 31402 31402 -28003 3399 3399 1240 0 0 2171 4075 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 02/06/04 WATER AND POWER CONTROL DIVISION TIME: 10:56:20 LOVELAND, COLORADO JANUARY 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. 519 2751 1 28.86 73.33 504 2770 4 1003.6 506.0 0.00 993.7 501.0 21.0 24.0 0 0 0 0.00 40 30 2 28.13 73.43 480 2787 -7 997.7 503.0 0.00 1013.6 511.0 28.0 24.0 0 0 0 0.08 32 23 3 28.41 73.26 489 2758 -20 1007.6 508.0 0.00 1041.3 525.0 31.0 24.0 0 0 0 0.24 20 2 4 28.37 73.13 488 2735 -24 1007.6 508.0 0.00 1039.3 524.0 28.0 24.0 0 0 0 0.00 16 -2 5 29.87 72.94 539 2702 18 1047.3 528.0 0.00 1035.4 522.0 27.0 24.0 0 0 0 0.00 13 6 6 30.74 73.04 570 2720 49 1037.4 523.0 0.00 999.7 504.0 29.0 24.0 0 0 0 0.00 37 13 7 30.71 73.05 569 2721 0 1035.4 522.0 0.00 1037.4 523.0 25.0 24.0 0 0 0 0.00 41 20 8 30.50 72.50 561 2628 -101 914.4 461.0 0.00 1013.6 511.0 23.0 24.0 0 0 0 0.00 38 31 9 29.75 73.37 535 2777 123 940.2 474.0 0.00 831.1 419.0 30.0 24.0 0 0 0 0.00 48 25 10 30.44 73.35 559 2773 20 1007.6 508.0 0.00 991.7 500.0 26.0 24.0 0 0 0 0.00 50 20 11 30.42 73.47 558 2794 20 1009.6 509.0 0.00 993.7 501.0 26.0 24.0 0 0 0 0.00 51 24 12 30.82 73.38 572 2778 -2 1005.6 507.0 0.00 1007.6 508.0 24.0 24.0 0 0 0 0.00 52 13 13 30.95 73.23 577 2752 -21 1001.7 505.0 0.00 1035.4 522.0 31.0 25.0 0 0 0 0.00 49 10 14 32.02 72.80 616 2679 -34 1001.7 505.0 0.00 1031.4 520.0 23.0 25.0 0 0 0 0.00 56 20 15 32.33 72.62 627 2648 -20 1005.6 507.0 0.00 1023.5 516.0 25.0 26.0 0 0 0 0.00 52 16 16 33.06 72.38 654 2607 -14 1005.6 507.0 0.00 1025.5 517.0 27.0 24.0 0 0 0 0.00 39 22 17 33.92 72.14 687 2567 -7 1005.6 507.0 0.00 1013.6 511.0 24.0 24.0 0 0 0 0.00 41 12 18 33.92 72.10 687 2561 -6 1009.6 509.0 0.00 1015.5 512.0 26.0 26.0 0 0 0 0.00 44 8 19 33.25 72.19 661 2576 -11 1011.6 510.0 0.00 1019.5 514.0 24.0 26.0 0 0 0 0.00 37 24 20 28.72 73.16 500 2740 3 1009.6 509.0 0.00 1021.5 515.0 32.0 25.0 0 0 0 0.04 28 19 21 29.53 73.04 527 2720 7 1025.5 517.0 0.00 1015.5 512.0 23.0 25.0 0 0 0 0.00 36 -2 22 30.96 72.77 577 2673 3 1021.5 515.0 0.00 1013.6 511.0 23.0 26.0 0 0 0 0.00 41 13 23 30.83 72.79 573 2677 0 1023.5 516.0 0.00 1017.5 513.0 22.0 25.0 0 0 0 0.00 48 34 24 30.64 72.90 566 2696 12 1005.6 507.0 0.00 997.7 503.0 27.0 25.0 0 0 0 0.00 51 28 25 30.65 72.86 566 2689 -7 1001.7 505.0 0.00 999.7 504.0 20.0 25.0 0 0 0 0.00 45 14 26 30.17 72.94 549 2702 -4 987.8 498.0 0.00 975.9 492.0 18.0 26.0 0 0 0 0.00 21 10 27 32.17 72.46 621 2621 -9 908.4 458.0 0.00 898.5 453.0 16.0 26.0 0 0 0 0.00 32 14 28 30.93 72.73 576 2667 1 904.5 456.0 0.00 894.5 451.0 21.0 26.0 0 0 0 0.00 36 27 29 30.15 72.90 549 2696 2 902.5 455.0 0.00 896.5 452.0 24.0 26.0 0 0 0 0.00 38 29 30 29.88 72.94 539 2702 -4 902.5 455.0 0.00 894.5 451.0 20.0 26.0 0 0 0 0.00 42 33 31 29.70 72.99 533 2711 3 900.5 454.0 0.00 894.5 451.0 23.0 25.0 0 0 0 0.00 36 16 TOTAL CFS 15452.0 15469.0 767.0 770.0 0 TOTAL AF 14 -40 -26 0.00 1521. 1527. 0 0 0 0.36 39 18 30648.6 30682.3 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 1 PICK SLOAN MISSOURI BASIN PROGRAM UNITED STATES BUREAU OF RECLAMATION WESTERN DIVISION WATER AND POWER SYSTEM AS OF 02/06/04 WATER AND POWER CONTROL DIVISION TIME: 10:56:20 LOVELAND, COLORADO JANUARY 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) 1 506.0 0.0 0.0 10.0 527.0 1045 501.0 24.0 525.0 1041 4 21.0 2 503.0 0.0 0.0 10.0 531.0 1053 511.0 24.0 535.0 1061 -7 28.0 3 508.0 0.0 0.0 10.0 539.0 1069 525.0 24.0 549.0 1089 -20 31.0 4 508.0 0.0 0.0 10.0 536.0 1063 524.0 24.0 548.0 1087 -24 28.0 5 528.0 0.0 0.0 10.0 555.0 1101 522.0 24.0 546.0 1083 18 27.0 6 523.0 0.0 0.0 10.0 552.0 1095 504.0 24.0 528.0 1047 49 29.0 7 522.0 0.0 0.0 10.0 547.0 1085 523.0 24.0 547.0 1085 0 25.0 8 461.0 0.0 0.0 10.0 484.0 960 511.0 24.0 535.0 1061 -101 23.0 9 474.0 0.0 0.0 10.0 504.0 1000 419.0 24.0 443.0 879 123 30.0 10 508.0 0.0 0.0 10.0 534.0 1059 500.0 24.0 524.0 1039 20 26.0 11 509.0 0.0 0.0 10.0 535.0 1061 501.0 24.0 525.0 1041 20 26.0 12 507.0 0.0 0.0 10.0 531.0 1053 508.0 24.0 532.0 1055 -2 24.0 13 505.0 0.0 0.0 10.0 536.0 1063 522.0 25.0 547.0 1085 -21 31.0 14 505.0 0.0 0.0 10.0 528.0 1047 520.0 25.0 545.0 1081 -34 23.0 15 507.0 0.0 0.0 10.0 532.0 1055 516.0 26.0 542.0 1075 -20 25.0 16 507.0 0.0 0.0 10.0 534.0 1059 517.0 24.0 541.0 1073 -14 27.0 17 507.0 0.0 0.0 10.0 531.0 1053 511.0 24.0 535.0 1061 -7 24.0 18 509.0 0.0 0.0 10.0 535.0 1061 512.0 26.0 538.0 1067 -6 26.0 19 510.0 0.0 0.0 10.0 534.0 1059 514.0 26.0 540.0 1071 -11 24.0 20 509.0 0.0 0.0 10.0 541.0 1073 515.0 25.0 540.0 1071 3 32.0 21 517.0 0.0 0.0 10.0 540.0 1071 512.0 25.0 537.0 1065 7 23.0 22 515.0 0.0 0.0 10.0 538.0 1067 511.0 26.0 537.0 1065 3 23.0 23 516.0 0.0 0.0 10.0 538.0 1067 513.0 25.0 538.0 1067 0 22.0 24 507.0 0.0 0.0 10.0 534.0 1059 503.0 25.0 528.0 1047 12 27.0 25 505.0 0.0 0.0 10.0 525.0 1041 504.0 25.0 529.0 1049 -7 20.0 26 498.0 0.0 0.0 10.0 516.0 1023 492.0 26.0 518.0 1027 -4 18.0 27 458.0 0.0 0.0 10.0 474.0 940 453.0 26.0 479.0 950 -9 16.0 28 456.0 0.0 0.0 10.0 477.0 946 451.0 26.0 477.0 946 1 21.0 29 455.0 0.0 0.0 10.0 479.0 950 452.0 26.0 478.0 948 2 24.0 30 455.0 0.0 0.0 10.0 475.0 942 451.0 26.0 477.0 946 -4 20.0 31 454.0 0.0 0.0 10.0 477.0 946 451.0 25.0 476.0 944 3 23.0 TOTAL CFS 15452.0 0.0 310.0 16219.0 15469.0 770.0 16239.0 767.0 AF 30648.6 0.0 0.0 614.9 32169.9 32166 30682.3 1527.3 32209.6 32206 -26 1521.3 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 02/06/04 WATER AND POWER CONTROL DIVISION TIME: 10:56:20 LOVELAND, COLORADO JANUARY 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 1776 538 39369 93724 1 74.8 1708 69.0 588 0.0 273.8 0.0 0.0 0.0 172.6 0.0 0.0 68.5 5684.55 39329 5395.43 94615 0 2 74.3 1666 70.1 636 0.0 273.8 0.0 0.0 0.0 172.6 0.0 0.0 69.6 5684.50 39290 5396.05 95589 0 3 74.2 1658 71.0 676 0.0 273.7 0.0 0.0 0.0 172.5 0.0 0.0 70.6 5684.45 39250 5396.69 96599 0 4 74.2 1658 71.6 703 0.0 273.7 0.0 0.0 0.0 172.5 0.0 0.0 71.4 5684.40 39211 5397.25 97488 0 5 74.8 1708 71.1 681 0.0 273.6 0.0 0.0 0.0 172.5 0.0 0.0 71.4 5684.35 39171 5397.79 98348 0 6 74.9 1717 71.0 676 0.0 273.5 0.0 0.0 0.0 172.3 0.0 0.0 71.0 5684.15 39014 5398.37 99277 109 7 75.3 1751 70.9 672 0.0 273.5 0.0 0.0 0.0 172.4 0.0 0.0 71.0 5684.25 39092 5398.94 100194 0 8 75.3 1751 70.8 667 0.0 273.5 0.0 0.0 0.0 172.3 0.0 0.0 70.9 5684.15 39014 5399.51 101115 0 9 73.7 1617 70.6 658 0.0 273.4 0.0 0.0 0.0 172.2 0.0 0.0 70.6 5684.05 38935 5400.07 102024 0 10 73.3 1585 71.1 681 0.0 273.4 0.0 0.0 0.0 172.2 0.0 0.0 70.7 5684.05 38935 5400.67 103002 0 11 73.0 1562 71.6 703 0.0 273.3 0.0 0.0 0.0 172.1 0.0 0.0 71.4 5684.00 38895 5401.25 103952 0 12 73.2 1578 71.4 694 0.0 273.3 0.0 0.0 0.0 172.1 0.0 0.0 71.5 5683.95 38856 5401.79 104841 0 13 73.6 1609 71.4 694 0.0 273.1 0.0 0.0 0.0 171.9 0.0 0.0 71.4 5683.80 38738 5402.35 105767 0 14 73.9 1634 71.7 708 0.0 273.1 0.0 0.0 0.0 171.9 0.0 0.0 71.3 5683.75 38699 5402.88 106647 0 15 75.3 1751 69.5 610 0.0 272.9 0.0 0.0 0.0 171.7 0.0 0.0 70.5 5683.59 38573 5403.45 107597 0 16 75.0 1725 71.0 676 0.0 272.9 0.0 0.0 0.0 171.7 0.0 0.0 69.9 5683.59 38573 5403.99 108501 0 17 74.8 1708 71.6 703 0.0 272.9 0.0 0.0 0.0 171.7 0.0 0.0 71.6 5683.59 38573 5404.55 109443 0 18 75.2 1742 71.5 699 0.0 272.8 0.0 0.0 0.0 171.6 0.0 0.0 71.5 5683.44 38456 5405.05 110286 0 19 75.4 1759 71.7 708 0.0 272.8 0.0 0.0 0.0 171.6 0.0 0.0 71.7 5683.44 38456 5405.63 111270 0 20 76.0 1811 71.4 694 0.0 272.7 0.0 0.0 0.0 171.5 0.0 0.0 71.5 5683.34 38378 5406.13 112122 0 21 76.5 1855 71.1 681 0.0 272.6 0.0 0.0 0.0 171.4 0.0 0.0 71.5 5683.29 38339 5406.69 113080 0 22 77.4 1936 70.6 658 10.0 272.6 36.7 18.5 5.0 171.4 29.2 14.7 70.5 5683.24 38299 5407.22 113990 0 23 77.6 1954 70.5 654 4.0 272.5 14.7 7.4 0.0 171.3 0.0 0.0 70.6 5683.11 38198 5407.80 114990 0 24 77.7 1963 70.4 649 0.0 272.5 0.0 0.0 0.0 171.2 0.0 0.0 70.4 5683.09 38182 5408.31 115873 0 25 77.8 1972 70.4 649 0.0 272.4 0.0 0.0 0.0 171.2 0.0 0.0 70.4 5683.04 38143 5408.81 116743 0 26 77.7 1963 70.3 645 0.0 272.3 0.0 0.0 0.0 171.1 0.0 0.0 70.3 5682.89 38026 5409.37 117720 0 27 77.5 1945 67.9 542 9.0 272.3 33.1 16.7 0.0 171.1 0.0 0.0 68.5 5682.89 38026 5409.90 118649 0 28 76.2 1829 68.0 546 1.0 272.3 3.7 1.9 0.0 171.1 0.0 0.0 68.1 5682.89 38026 5410.43 119582 0 29 76.4 1846 65.3 440 0.0 272.2 0.0 0.0 0.0 171.0 0.0 0.0 66.8 5682.79 37948 5410.98 120554 0 30 76.6 1864 65.2 436 3.0 272.1 11.0 5.6 0.0 170.9 0.0 0.0 64.8 5682.69 37871 5411.41 121316 0 31 78.3 2019 65.4 444 0.0 272.0 0.0 0.0 0.0 170.8 0.0 0.0 64.6 5682.64 37832 5411.85 122099 0 TOTAL CFS 50.0 TOTAL AF 243 -94 27.0 99.1 99.1 5.0 29.2 29.2 -1537 28375 109 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 02/06/04 WATER AND POWER CONTROL DIVISION TIME: 10:56:20 LOVELAND, COLORADO JANUARY 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 0.00 515.00 2 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 514.00 3 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 512.00 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 0.00 509.00 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 0.00 509.00 9 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 509.00 10 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 509.00 11 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 509.00 12 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 509.00 13 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 509.00 14 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 504.00 15 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 506.00 16 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 509.00 17 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 502.00 18 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 502.00 19 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 503.00 20 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 500.00 21 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 506.00 22 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 496.00 23 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 505.00 24 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 509.00 25 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 508.00 26 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 512.00 27 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 514.00 28 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 513.00 29 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 511.00 30 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 446.00 31 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 364.00 TOTAL CFS 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 15544.00 TOTAL AF 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 30831.06 ADJUSTMENT AF 14.30 TOTAL FLOW OR DELIVERY AF 30816.76 METERED DELIVERY AF 186.80 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 02/06/04 WATER AND POWER CONTROL DIVISION TIME: 10:56:20 LOVELAND, COLORADO JANUARY 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) 8471.40 1 0.00 0.00 0.00 0.00 0.00 0.00 0.00 8471.40 2 0.00 0.00 0.00 0.00 0.00 0.00 0.00 8471.40 3 0.00 0.00 0.00 0.00 0.00 0.00 0.00 8471.40 4 0.00 0.00 0.00 0.00 0.00 0.00 0.00 8471.40 5 0.00 0.00 0.00 0.00 0.00 0.00 0.00 8471.40 6 0.00 0.00 0.00 0.00 0.00 0.00 0.00 8471.40 7 0.00 0.00 0.00 0.00 0.00 0.00 0.00 8471.40 8 0.00 0.00 0.00 0.00 0.00 0.00 0.00 8471.40 9 0.00 0.00 0.00 0.00 0.00 0.00 0.00 8471.40 10 0.00 0.00 0.00 0.00 0.00 0.00 0.00 8471.40 11 0.00 0.00 0.00 0.00 0.00 0.00 0.00 8471.40 12 0.00 0.00 0.00 0.00 0.00 0.00 0.00 8471.40 13 0.00 0.00 0.00 0.00 0.00 0.00 0.00 8471.40 14 0.00 0.00 0.00 0.00 0.00 0.00 0.00 8471.40 15 0.00 0.00 0.00 0.00 0.00 0.00 0.00 8471.40 16 0.00 0.00 0.00 0.00 0.00 0.00 0.00 8471.40 17 0.00 0.00 0.00 0.00 0.00 0.00 0.00 8471.40 18 0.00 0.00 0.00 0.00 0.00 0.00 0.00 8471.40 19 0.00 0.00 0.00 0.00 0.00 0.00 0.00 8471.40 20 0.00 0.00 0.00 0.00 0.00 0.00 0.00 8471.40 21 0.00 0.00 0.00 0.00 0.00 0.00 0.00 8471.40 22 0.00 0.00 0.00 0.00 0.00 0.00 0.00 8471.40 23 0.00 0.00 0.00 0.00 0.00 0.00 0.00 8471.40 24 0.00 0.00 0.00 0.00 0.00 0.00 0.00 8471.40 25 0.00 0.00 0.00 0.00 0.00 0.00 0.00 8471.40 26 0.00 0.00 0.00 0.00 0.00 0.00 0.00 8471.40 27 0.00 0.00 0.00 0.00 0.00 0.00 0.00 8471.40 28 0.00 0.00 0.00 0.00 0.00 0.00 0.00 8471.40 29 0.00 0.00 0.00 0.00 0.00 0.00 0.00 8471.40 30 0.00 0.00 0.00 0.00 0.00 0.00 0.00 8471.40 31 0.00 0.00 0.00 0.00 0.00 0.00 0.00 8471.40 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 8471.40 METERED DELIVERY AF 2.00 1385.60 14.30 0.00 1362.30 2764.20 11235.60 TOTAL FLOW OR DELIVERY AF * 2.00 1385.60 0.00 14.30 0.00 1362.30 2764.20 11235.60 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 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 0.12 0.00 0. 0. 0.00 0.00 0. 0. 0.00 0.00 0.00 0. 0.00 0. 2 0.38 0.00 0. 0. 0.13 0.14 0. 0. 0.08 0.01 0.00 0. 0.00 0. 3 0.11 0.00 0. 0. 0.29 0.48 0. 0. 0.24 0.00 0.00 0. 0.13 0. 4 0.00 0.86 0. 0. 0.00 0.05 0. 0. 0.00 0.00 0.28 0. 0.05 0. 5 0.00 0.00 0. 0. 0.09 0.06 0. 0. 0.00 0.55 0.00 0. 0.00 0. 6 0.00 0.00 0. 0. 0.00 0.00 0. 0. 0.00 0.00 0.00 0. 0.00 0. 7 0.00 0.00 0. 0. 0.00 0.03 0. 0. 0.00 0.00 0.00 0. 0.00 0. 8 0.00 0.00 0. 0. 0.05 0.04 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 0.00 0.00 0. 0. 0.00 0.00 0. 0. 0.00 0.00 0.00 0. 0.00 0. 11 0.00 0.00 0. 0. 0.00 0.00 0. 0. 0.00 0.00 0.00 0. 0.00 0. 12 0.00 0.00 0. 0. 0.00 0.00 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 0.00 0.00 0. 0. 0.00 0.00 0. 0. 0.00 0.00 0.00 0. 0.00 0. 16 0.00 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 0.00 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 0.02 0.01 0. 0. 0.00 0.00 0. 0. 0.00 0.00 0.00 0. 0.00 0. 20 0.01 0.00 0. 0. 0.00 0.00 0. 0. 0.04 0.00 0.10 0. 0.04 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 0.15 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 0.05 0.07 0. 0. 0.10 0.06 0. 0. 0.00 0.00 0.10 0. 0.00 0. 26 0.00 0.00 0. 0. 0.00 0.04 0. 0. 0.00 0.04 0.00 0. 0.00 0. 27 0.01 0.00 0. 0. 0.00 0.02 0. 0. 0.00 0.00 0.00 0. 0.00 0. 28 0.00 0.00 0. 0. 0.00 0.01 0. 0. 0.00 0.00 0.00 0. 0.00 0. 29 0.00 0.00 0. 0. 0.00 0.03 0. 0. 0.00 0.00 0.00 0. 0.00 0. 30 0.00 0.00 0. 0. 0.00 0.02 0. 0. 0.00 0.00 0.00 0. 0.00 0. 31 0.14 0.00 0. 0. 0.10 0.25 0. 0. 0.00 0.00 0.00 0. 0.16 0. TOTALS 0.84 0.94 0. 0. 0.76 1.23 0. 0. 0.36 0.75 0.48 0. 0.38 0. 1 UPPER COLORADO RIVER DAILY DATA COLLECTION FOR JANUARY 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 62 23 37 5 0.00 14 7 138 181 37 24 0.00 2 131 23 32 23 0.13 17 8 158 189 30 12 0.00 3 197 23 24 14 0.29 18 7 173 198 21 4 0.00 4 69 23 8 2 0.00 16 7 137 199 14 -13 0.86 5 57 23 8 -16 0.09 13 7 127 214 13 -10 0.00 6 34 23 17 -11 0.00 15 7 137 217 21 11 0.00 7 111 23 34 6 0.00 18 8 144 219 38 11 0.00 8 42 23 31 23 0.05 14 7 130 216 37 7 0.00 9 45 23 38 22 0.00 14 7 124 198 33 -2 0.00 10 54 23 33 -2 0.00 13 7 139 102 26 -4 0.00 11 48 23 31 -5 0.00 15 7 132 107 23 -9 0.00 12 52 23 27 -9 0.00 15 8 147 160 23 -10 0.00 13 61 23 28 -11 0.00 15 7 124 203 22 -14 0.00 14 52 23 27 -9 0.00 13 7 131 204 20 -18 0.00 15 21 23 31 -3 0.00 13 7 135 208 22 -18 0.00 16 86 23 30 12 0.00 14 7 140 207 30 -2 0.00 17 41 23 28 -5 0.00 13 7 146 207 30 -2 0.00 18 36 23 28 -9 0.00 14 7 133 206 30 0 0.00 19 39 23 26 -9 0.00 12 7 125 210 31 2 0.01 20 48 23 30 10 0.00 13 7 142 191 26 -8 0.00 21 52 23 28 -10 0.00 14 7 133 176 23 -9 0.00 22 54 23 25 -12 0.00 14 8 136 179 21 -5 0.00 23 49 23 33 -10 0.00 12 7 130 178 26 -3 0.00 24 32 23 36 -1 0.00 11 7 139 181 29 6 0.00 25 114 23 30 0 0.10 16 7 147 171 26 -6 0.07 26 50 23 15 -6 0.00 12 7 136 166 16 -6 0.00 27 53 23 20 -1 0.00 14 8 130 172 29 3 0.00 28 40 23 27 3 0.00 13 7 138 168 34 15 0.00 29 89 23 29 20 0.00 14 7 139 169 34 15 0.00 30 49 23 36 22 0.00 12 7 138 174 41 19 0.00 31 188 23 35 18 0.10 15 7 154 172 24 1 0.00