1 PICK SLOAN MISSOURI BASIN PROGRAM UNITED STATES BUREAU OF RECLAMATION WESTERN DIVISION WATER AND POWER SYSTEM AS OF 04/07/05 WATER AND POWER CONTROL DIVISION TIME: 08:44:52 LOVELAND, COLORADO MARCH 2005 EASTERN COLORADO PROJECTS DILLON RESERVOIR - COMPUTATION OF DAILY INFLOWS O U T F L O W GAIN LAKE TOTAL VALVES SPILL TOTAL ROBERTS TOTAL CHANGE COMPUTED COLO. UNDE- D I L L O N DILLON- TO IN SPGS. PLETED PREC TEMP EVAP GREEN DAY ELEV STORAGE RIVER TUNNEL OUTFLOW STORAGE INFLOW DEP INFLOW MTN (FEET) (AF) (CFS) (CFS) (CFS) (CFS) (AF) (AF) (AF) (CFS) (CFS) (CFS) (IN) MAX MIN (AF) (CFS) 200606 1 8998.66 200501 65 0 65 61 252 -105 147 74 0 74 0.03 34 4 0 50 2 8998.60 200342 65 0 65 77 284 -159 125 63 0 63 0.00 36 1 0 54 3 8998.54 200184 65 0 65 77 284 -158 126 63 0 63 0.00 42 2 0 42 4 8998.49 200053 65 0 65 81 292 -131 161 81 0 81 0.00 42 6 0 51 5 8998.42 199869 65 0 65 81 292 -184 108 54 0 54 0.00 43 13 0 60 6 8998.35 199685 65 0 65 81 292 -184 108 54 0 54 0.00 43 13 0 44 7 8998.29 199527 65 0 65 81 292 -158 134 67 0 67 0.00 40 14 0 52 8 8998.23 199370 65 0 65 81 292 -157 135 68 0 68 0.01 34 20 0 49 9 8998.18 199238 65 0 65 83 296 -132 164 82 0 82 0.00 47 18 0 49 10 8998.11 199055 65 0 65 83 296 -183 113 57 0 57 0.00 42 11 0 46 11 8998.04 198871 65 0 65 83 296 -184 112 56 0 56 0.00 45 13 0 52 12 8998.00 198767 65 0 65 83 296 -104 192 96 0 96 0.12 49 19 0 53 13 8997.95 198636 65 0 65 84 298 -131 167 84 0 84 0.00 24 7 0 53 14 8997.88 198453 76 0 76 84 320 -183 137 69 0 69 0.00 21 -10 0 36 15 8997.80 198244 77 0 77 84 322 -209 113 57 0 57 0.00 27 -8 0 48 16 8997.75 198113 77 0 77 84 322 -131 191 96 0 96 0.00 34 7 0 46 17 8997.69 197956 77 0 77 84 322 -157 165 83 0 83 0.08 35 16 0 65 18 8997.63 197799 77 0 77 84 322 -157 165 83 0 83 0.00 27 9 0 49 19 8997.57 197643 77 0 77 84 322 -156 166 83 0 83 0.00 40 13 0 43 20 8997.51 197487 77 0 77 85 324 -156 168 84 0 84 0.07 30 20 0 60 21 8997.44 197305 86 0 86 85 342 -182 160 80 0 80 0.02 32 15 0 42 22 8997.36 197097 88 0 88 85 346 -208 138 69 0 69 0.00 42 18 0 51 23 8997.28 196889 88 0 88 88 352 -208 144 72 0 72 0.05 42 15 0 51 24 8997.20 196681 88 0 88 84 344 -208 136 68 0 68 0.01 36 8 0 53 25 8997.14 196525 88 0 88 84 344 -156 188 94 0 94 0.00 34 13 0 48 26 8997.06 196317 88 0 88 84 344 -208 136 68 0 68 0.00 36 9 0 46 27 8996.98 196110 88 0 88 84 344 -207 137 69 0 69 0.00 45 11 0 46 28 8996.91 195929 88 0 88 84 344 -181 163 82 0 82 0.00 54 17 0 66 29 8996.84 195747 88 0 88 84 344 -182 162 81 0 81 0.00 31 10 0 59 30 8996.79 195618 88 0 88 84 344 -129 215 108 0 108 0.16 31 10 0 50 31 8996.70 195385 88 0 88 81 338 -233 105 53 0 53 0.00 29 -2 0 52 TOTAL CFS 2349 0 2349 2552 2298 0 2298 1566 TOTAL AF -5221 4698 0 4698 5104 9802 -5221 4581 4581 0 4596 0.55 37 10 0 3132 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 04/07/05 WATER AND POWER CONTROL DIVISION TIME: 08:44:52 LOVELAND, COLORADO MARCH 2005 EASTERN COLORADO PROJECTS GREEN MOUNTAIN RESERVOIR - COMPUTATION OF DAILY INFLOWS O U T F L O W DEPLETIONS GREEN MOUNTAIN DOTSERO LAKE TOTAL TUR- BY- CHANGE COMPUTED COLO. UNDE- T O T A L IN DENVER PLETED PREC TEMP DAY ELEV STORAGE BINES PASS STORAGE INFLOW SPGS. INFLOW (FEET) (AF) (CFS) (CFS) (CFS) (AF) (AF) (AF) (CFS) (CFS) (CFS) (CFS) (IN) MAX MIN (CFS) 73481 1 7902.18 73494 108 0 108 214 13 228 115 9 0 124 0.03 31 5 630 2 7902.20 73519 106 0 106 210 25 236 119 -3 0 116 0.00 38 -5 643 3 7902.21 73531 101 0 101 200 12 213 107 -2 0 105 0.00 33 0 616 4 7902.21 73531 116 0 116 230 0 231 116 16 0 132 0.00 33 0 613 5 7902.20 73519 130 0 130 258 -12 247 125 -11 0 114 0.00 34 10 624 6 7902.17 73481 128 0 128 254 -38 217 109 -11 0 98 0.00 42 20 671 7 7902.14 73443 136 0 136 270 -38 233 117 2 0 119 0.00 40 24 681 8 7902.07 73355 158 0 158 313 -88 226 114 3 0 117 0.00 47 19 716 9 7902.00 73267 158 0 158 313 -88 226 114 17 0 131 0.00 40 25 726 10 7901.93 73180 155 0 155 307 -87 221 111 -9 0 102 0.00 43 13 754 11 7901.87 73105 155 0 155 307 -75 233 117 -9 0 108 0.00 45 16 754 12 7901.82 73043 149 0 149 296 -62 235 118 31 0 149 0.00 51 21 771 13 7901.77 72981 149 0 149 296 -62 235 118 19 0 137 0.00 30 3 818 14 7901.70 72893 140 16 156 309 -88 222 112 -8 0 104 0.00 25 -3 742 15 7901.64 72819 143 19 162 321 -74 248 125 -21 0 104 0.00 32 0 675 16 7901.60 72769 147 0 147 292 -50 243 123 19 0 142 0.00 38 10 721 17 7901.57 72732 160 0 160 317 -37 281 142 6 0 148 0.00 36 12 727 18 7901.50 72645 169 0 169 335 -87 249 126 6 0 132 0.00 30 6 711 19 7901.42 72545 170 0 170 337 -100 238 120 6 0 126 0.00 45 24 731 20 7901.37 72483 168 0 168 333 -62 272 137 7 0 144 0.08 45 25 743 21 7901.30 72396 171 0 171 339 -87 253 128 -6 0 122 0.00 34 12 763 22 7901.25 72333 170 0 170 337 -63 275 139 -19 0 120 0.00 44 14 762 23 7901.19 72259 164 12 176 349 -74 276 139 -16 0 123 0.00 41 23 772 24 7901.13 72184 178 0 178 353 -75 279 141 -20 0 121 0.00 39 10 783 25 7901.06 72097 179 0 179 355 -87 269 136 6 0 142 0.00 34 22 793 26 7900.99 72010 177 0 177 351 -87 265 134 -20 0 114 0.00 38 10 794 27 7900.93 71936 171 0 171 339 -74 266 134 -20 0 114 0.00 48 25 767 28 7900.84 71826 209 0 209 415 -110 306 154 -7 0 147 0.07 54 26 764 29 7900.71 71666 227 0 227 450 -160 291 147 -7 0 140 0.00 38 13 835 30 7900.54 71457 243 0 243 482 -209 274 138 20 0 158 0.03 30 20 954 31 7900.34 71212 263 0 263 522 -245 278 140 -36 0 104 0.00 33 8 896 TOTAL CFS 4998 47 5045 3915 -58 0 3857 22950 TOTAL AF -2269 9912 94 10004 10004 -2269 7766 7767 -116 0 7651 0.21 38 13 45520 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 04/07/05 WATER AND POWER CONTROL DIVISION TIME: 08:44:52 LOVELAND, COLORADO MARCH 2005 EASTERN COLORADO PROJECTS WILLOW CREEK RESERVOIR - COMPUTATION OF DAILY INFLOWS O U T F L O W CHANGE LAKE TOTAL TO TO MC- BUNTE SEEP- CANAL TOTAL OUTFLOW IN COMPUTED INFLOW ELEV STORAGE RIVER QUEARY HIGHLINE AGE1/ PRIMING PUMPED STORAGE DAY (FEET) (AF) (CFS) (CFS) (CFS) (CFS) (CFS) (CFS) (CFS) (AF) (AF) (AF) (CFS) 9822 1 8127.45 9811 7 0 0 1 12 0 20 40 -11 29 15 2 8127.41 9799 7 0 0 0 5 10 22 44 -12 32 16 3 8127.16 9729 7 0 0 1 6 39 53 105 -70 35 18 4 8126.73 9609 7 0 0 1 10 55 73 145 -120 25 13 5 8126.84 9639 7 0 0 1 0 0 8 16 30 46 23 6 8126.90 9656 7 0 0 1 0 0 8 16 17 33 17 7 8126.61 9575 7 0 0 1 11 41 60 119 -81 38 19 8 8125.56 9289 7 0 0 1 9 143 160 317 -286 31 16 9 8123.75 8813 7 0 0 2 0 237 246 488 -476 12 6 10 8122.14 8408 7 0 0 3 0 199 209 415 -405 10 5 11 8121.16 8170 7 0 0 3 0 136 146 290 -238 52 26 12 8121.27 8196 7 0 0 2 0 0 9 18 26 44 22 13 8121.38 8223 7 0 0 1 0 0 8 16 27 43 22 14 8121.27 8196 7 0 0 1 18 0 26 52 -27 25 13 15 8119.96 7887 7 0 0 2 10 149 168 333 -309 24 12 16 8118.82 7626 7 0 0 3 0 144 154 305 -261 44 22 17 8118.96 7658 7 0 0 2 0 0 9 18 32 50 25 18 8119.07 7683 7 0 0 1 0 0 8 16 25 41 21 19 8119.16 7703 7 0 0 1 0 0 8 16 20 36 18 20 8119.26 7726 7 0 0 1 0 0 8 16 23 39 20 21 8119.40 7758 7 0 0 1 0 0 8 16 32 48 24 22 8119.50 7781 7 0 0 0 0 0 7 14 23 37 19 23 8119.61 7806 7 0 0 0 0 0 7 14 25 39 20 24 8119.72 7832 7 0 0 0 0 0 7 14 26 40 20 25 8119.83 7857 7 0 0 0 0 0 7 14 25 39 20 26 8119.90 7874 7 0 0 1 0 0 8 16 17 33 17 27 8120.00 7897 7 0 0 0 0 0 7 14 23 37 19 28 8120.16 7934 7 0 0 0 0 0 7 14 37 51 26 29 8120.30 7966 7 0 0 0 0 0 7 14 32 46 23 30 8120.43 7997 7 0 0 0 0 0 7 14 31 45 23 31 8120.55 8025 7 0 0 1 0 0 8 16 28 44 22 TOTAL CFS 217 0 0 32 81 1153 1483 582 TOTAL AF -1797 434 0 0 64 162 2288 2945 2945 -1797 1148 1148 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 04/07/05 WATER AND POWER CONTROL DIVISION TIME: 08:44:52 LOVELAND, COLORADO MARCH 2005 EASTERN COLORADO PROJECTS WINDY GAP PROJECT DAILY FLOWS COLO R. FRASER R. PUMPED FROM COLO R. PRECIP ABOVE AT CONFLU. WINDY GAP BELOW AT W.GAP FRASER RESERVOIR W.GAP RESER. RESERVOIR DAY (CFS) (CFS) (CFS) (AF) (CFS) (IN) 1 0 0 0 0 0 0.00 2 0 0 0 0 0 0.00 3 0 0 0 0 0 0.00 4 0 0 0 0 0 0.00 5 0 0 0 0 0 0.00 6 0 0 0 0 0 0.00 7 0 0 0 0 0 0.00 8 0 0 0 0 0 0.00 9 0 0 0 0 0 0.00 10 0 0 0 0 0 0.00 11 0 0 0 0 0 0.00 12 0 0 0 0 0 0.00 13 0 0 0 0 0 0.00 14 0 0 0 0 0 0.00 15 0 0 0 0 0 0.00 16 0 0 0 0 0 0.00 17 0 0 0 0 0 0.00 18 0 0 0 0 0 0.00 19 0 0 0 0 0 0.00 20 0 0 0 0 0 0.00 21 0 0 0 0 0 0.00 22 0 0 0 0 0 0.00 23 0 0 0 0 0 0.00 24 0 0 0 0 0 0.00 25 0 0 0 0 0 0.00 26 0 0 0 0 0 0.00 27 0 0 0 0 0 0.00 28 0 0 0 0 0 0.00 29 0 0 0 0 0 0.00 30 0 0 0 0 0 0.00 31 0 0 0 0 0 0.00 TOTAL CFS 0 0 0 0 TOTAL AF 0 0 0 0 0 0.00 1 PICK SLOAN MISSOURI BASIN PROGRAM UNITED STATES BUREAU OF RECLAMATION WESTERN DIVISION WATER AND POWER SYSTEM AS OF 04/07/05 WATER AND POWER CONTROL DIVISION TIME: 08:44:52 LOVELAND, COLORADO MARCH 2005 EASTERN COLORADO PROJECTS GRAND LAKE - SHADOW MOUNTAIN RESERVOIRS - COMPUTATION OF DAILY INFLOWS O U T F L O W C O M P U T E D I N F L O W ELEVATION ADAMS CHANGE PUMPED TO G R A N D L A K E GRAND SHADOW TOTAL TUNNEL BY TOTAL OUTFLOW IN TOTAL FROM GL. - SM. P R E C TEMP DAY LAKE MTN STORAGE E.P.1 PASS STORAGE GRANBY 6SSW 1NW 6SSW (FEET) (FEET) (AF) (CFS) (CFS) (CFS) (AF) (AF) (AF) (AF) (AF) (CFS) (IN) (IN) MAX MIN 17785 1 8366.57 8366.73 17790 454 20 474 940 5 947 885 62 31 0.00 0.07 34 3 2 8366.59 8366.73 17800 431 20 451 895 10 907 833 74 37 0.00 0.01 35 11 3 8366.58 8366.70 17756 413 20 433 859 -44 817 706 111 56 0.00 0.00 41 -4 4 8366.61 8366.73 17811 396 20 416 825 55 882 799 83 42 0.00 0.00 39 -1 5 8366.64 8366.73 17826 394 20 414 821 15 838 803 35 18 0.00 0.00 42 2 6 8366.61 8366.72 17798 394 20 414 821 -28 795 702 93 47 0.00 0.00 42 12 7 8366.62 8366.73 17816 381 20 401 795 18 815 744 71 36 0.00 0.00 40 6 8 8366.55 8366.65 17674 362 20 382 758 -142 618 593 25 13 0.01 0.20 35 28 9 8366.60 8366.70 17767 362 20 382 758 93 853 762 91 46 0.00 0.00 43 16 10 8366.63 8366.73 17821 363 20 383 760 54 816 722 94 47 0.00 0.00 40 15 11 8366.55 8366.67 17701 408 20 428 849 -120 731 668 63 32 0.00 0.00 42 6 12 8366.60 8366.74 17820 535 20 555 1101 119 1222 1176 46 23 0.00 0.00 46 9 13 8366.56 8366.71 17759 505 20 525 1041 -61 982 910 72 36 0.00 0.00 46 19 14 8366.61 8366.75 17838 532 20 552 1095 79 1176 1101 75 38 0.00 0.00 26 -3 15 8366.60 8366.79 17886 551 20 571 1133 48 1183 1125 58 29 0.00 0.00 30 -12 16 8366.61 8366.74 17825 550 20 570 1131 -61 1072 996 76 38 0.00 0.01 34 2 17 8366.61 8366.71 17785 504 20 524 1039 -40 1001 908 93 47 0.02 0.13 35 17 18 8366.59 8366.68 17734 552 20 572 1135 -51 1086 944 142 72 0.01 0.06 30 13 19 8366.60 8366.74 17820 450 20 470 932 86 1020 958 62 31 0.00 0.00 43 5 20 8366.60 8366.72 17793 356 20 376 746 -27 721 589 132 67 0.00 0.00 44 16 21 8366.63 8366.70 17782 259 20 279 553 -11 544 466 78 39 0.12 0.11 44 22 22 8366.64 8366.72 17813 281 20 301 597 31 630 518 112 56 0.00 0.00 37 17 23 8366.59 8366.68 17734 380 20 400 793 -79 716 686 30 15 0.03 0.07 46 23 24 8366.58 8366.72 17782 457 20 477 946 48 996 922 74 37 0.03 0.30 38 13 25 8366.59 8366.68 17734 528 20 548 1087 -48 1041 912 129 65 0.01 0.02 41 11 26 8366.61 8366.73 17811 337 20 357 708 77 787 694 93 47 0.00 0.00 38 13 27 8366.65 8366.77 17885 250 20 270 536 74 612 514 98 49 0.00 0.00 42 10 28 8366.64 8366.71 17800 250 20 270 536 -85 453 363 90 45 0.00 0.00 50 18 29 8366.56 8366.66 17692 223 20 243 482 -108 376 335 41 21 0.02 0.07 44 23 30 8366.60 8366.66 17713 162 20 182 361 21 384 345 39 20 0.00 0.00 40 10 31 8366.57 8366.64 17671 128 20 148 294 -42 254 194 60 30 0.00 0.02 33 18 TOTAL CFS 12148 620 12768 1210 39 11 TOTAL AF -114 24095.2 1240 25327 25327 -114 25275 22873 2402 2397 0.25 1.07 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 04/07/05 WATER AND POWER CONTROL DIVISION TIME: 08:44:52 LOVELAND, COLORADO MARCH 2005 EASTERN COLORADO PROJECTS GRANBY RESERVOIR - COMPUTATION OF DAILY INFLOWS O U T F L O W C O M P U T E D I N F L O W CHANGE NATURAL LAKE TOTAL PUMPED SPILL SEEP TOTAL OUTFLOW IN TOTAL INFLOW FROM FROM FROM TO INFLOW YMCA ELEV STORAGE TO SM VALVES WAY AGE STORAGE SM W.CR W.GAP GRANBY GR-GL-SM GAGE DAY (FEET) (AF) (CFS) (CFS) (CFS) (CFS) (CFS) (AF) (AF) (AF) (CFS) (CFS) (CFS) (CFS) (CFS) (CFS) (CFS) 205769 1 8223.19 204918 446 20 0 1.0 467 926 -851 81 41 20 0 0 21 52 0 2 8223.02 204158 420 20 0 1.0 441 875 -760 121 61 20 10 0 31 68 0 3 8222.87 203489 356 20 0 1.0 377 748 -669 85 43 20 39 0 -16 40 0 4 8222.71 202776 403 20 0 1.0 424 841 -713 134 68 20 55 0 -7 35 0 5 8222.54 202020 405 20 0 1.0 426 845 -756 95 48 20 0 0 28 46 0 6 8222.38 201310 354 20 0 1.0 375 744 -710 40 20 20 0 0 0 47 0 7 8222.23 200645 375 20 0 1.0 396 785 -665 126 64 20 41 0 3 39 0 8 8222.16 200336 299 20 0 1.0 320 635 -309 331 167 20 143 0 4 17 0 9 8222.10 200070 384 20 0 1.0 405 803 -266 542 273 20 237 0 16 62 0 10 8222.02 199717 364 20 0 1.0 385 764 -353 416 210 20 199 0 -9 38 0 11 8221.94 199364 337 20 0 1.0 358 710 -353 362 183 20 136 0 27 59 0 12 8221.67 198174 593 20 0 1.0 614 1218 -1190 33 17 20 0 0 -3 20 0 13 8221.47 197296 459 20 0 1.0 480 952 -878 79 40 20 0 0 20 56 0 14 8221.21 196156 555 20 0 1.0 576 1142 -1140 7 4 20 0 0 -16 22 0 15 8221.00 195238 567 20 0 1.0 588 1166 -918 253 128 20 149 0 -41 -12 0 16 8220.85 194584 502 20 0 1.0 523 1037 -654 388 196 20 144 0 32 70 0 17 8220.65 193713 458 20 0 1.0 479 950 -871 84 42 20 0 0 22 69 0 18 8220.42 192715 476 20 0 1.0 497 986 -998 -6 -2 20 0 0 -22 50 0 19 8220.19 191719 483 20 0 1.0 504 1000 -996 9 5 20 0 0 -15 16 0 20 8220.08 191243 297 20 0 1.0 318 631 -476 160 81 20 0 0 61 128 0 21 8219.99 190855 235 20 0 1.0 256 508 -388 125 63 20 0 0 43 82 0 22 8219.87 190337 261 20 0 1.0 282 559 -518 46 23 20 0 0 3 59 0 23 8219.73 189734 346 20 0 1.0 367 728 -603 130 66 20 0 0 46 61 0 24 8219.53 188875 465 20 0 1.0 486 964 -859 110 55 20 0 0 35 72 0 25 8219.32 187975 460 20 0 1.0 481 954 -900 59 30 20 0 0 10 75 0 26 8219.16 187290 350 20 0 1.0 371 736 -685 56 28 20 0 0 8 55 0 27 8219.03 186735 259 20 0 1.0 280 555 -555 5 3 20 0 0 -17 32 0 28 8218.96 186436 183 20 0 1.0 204 405 -299 111 56 20 0 0 36 81 0 29 8218.90 186181 169 20 0 1.0 190 377 -255 127 64 20 0 0 44 65 0 30 8218.82 185840 174 20 0 1.0 195 387 -341 51 26 20 0 0 6 26 0 31 8218.79 185712 98 20 0 1.0 119 236 -128 113 57 20 0 0 37 67 0 TOTAL CFS 11533 620 0 31.0 12184 2160 620 1153 0 387 1597 0 TOTAL AF -20057 22873 1240 0 61.5 24167 24167 -20057 4273 4273 1240 2288 0 766 3168 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 04/07/05 WATER AND POWER CONTROL DIVISION TIME: 08:44:52 LOVELAND, COLORADO MARCH 2005 EASTERN COLORADO PROJECTS MARYS AND ESTES WATER REGULATION BIG THOMPSON RIVER S T O R A G E LAKE E S T E S ELVATION TOTAL ESTES B Y P A S S CHANGE WIND O L Y M P U S COM- P A R K IN ADAMS RIVER PUTED MARYS ESTES MARYS LAKE MARYS LAKE STOR- TUNNEL DIVER- T U N N E L NATIVE BELOW SKIM POWER POWER PREC TEMP LAKE ESTES LAKE ESTES AGE 1 SION INFLOW PLANT PLANT DAY (FT) (FT) (AF) (AF) (AF) (AF) (CFS) (CFS) (AF) (CFS) (CFS) (CFS) (CFS) (AF) (AF) (IN) (MAX) (MIN) +8000. +7400. 589 2696 1 32.40 72.67 630 2656 1 900.5 454.0 0.00 918.3 463.0 35.0 26.0 0 0 0 0.00 40 30 2 32.80 72.66 645 2655 14 854.9 431.0 0.00 850.9 429.0 32.0 27.0 0 0 0 0.00 45 20 3 32.91 72.85 649 2687 36 819.2 413.0 0.00 805.3 406.0 38.0 27.0 0 0 0 0.00 52 15 4 32.79 72.94 644 2702 10 785.5 396.0 0.00 795.4 401.0 37.0 27.0 0 0 0 0.00 49 14 5 31.59 73.23 600 2752 6 781.5 394.0 0.00 801.3 404.0 40.0 27.0 0 0 0 0.00 53 16 6 30.78 73.42 571 2785 4 781.5 394.0 0.00 799.3 403.0 38.0 27.0 0 0 0 0.00 50 36 7 30.61 73.38 565 2778 -13 755.7 381.0 0.00 791.4 399.0 38.0 27.0 0 0 0 0.00 45 30 8 32.33 72.68 627 2658 -58 718.0 362.0 0.00 793.4 400.0 35.0 26.0 0 0 0 0.00 41 30 9 33.41 71.90 668 2527 -90 718.0 362.0 0.00 793.4 400.0 18.0 25.0 0 0 0 0.00 52 31 10 33.35 71.64 665 2485 -45 720.0 363.0 0.00 793.4 400.0 38.0 24.0 0 0 0 0.00 44 32 11 35.03 71.04 730 2387 -33 809.3 408.0 0.00 856.9 432.0 32.0 25.0 0 24 0 0.00 53 26 12 35.78 71.53 759 2467 109 1061.2 535.0 0.00 989.8 499.0 43.0 25.0 0 0 0 0.00 54 20 13 35.01 72.02 729 2547 50 1001.7 505.0 0.00 989.8 499.0 44.0 25.0 0 0 0 0.00 32 8 14 31.58 72.73 600 2667 -9 1055.2 532.0 0.00 1090.9 550.0 39.0 26.0 0 0 0 0.08 26 0 15 32.75 72.66 643 2655 31 1092.9 551.0 0.00 1090.9 550.0 40.0 26.0 0 0 0 0.00 34 -5 16 34.35 72.47 703 2623 28 1090.9 550.0 0.00 1088.9 549.0 39.0 26.0 0 0 0 0.00 37 19 17 34.28 72.69 701 2660 35 999.7 504.0 0.00 993.7 501.0 40.0 26.0 0 0 0 0.00 41 28 18 34.49 72.81 709 2680 28 1094.9 552.0 0.00 1090.9 550.0 38.0 26.0 0 0 0 0.00 37 24 19 34.15 72.74 696 2668 -25 892.6 450.0 0.00 938.2 473.0 36.0 26.0 0 0 0 0.00 48 29 20 32.17 71.98 621 2541 -202 706.1 356.0 0.00 928.3 468.0 37.0 26.0 0 0 0 0.12 52 26 21 31.23 71.86 587 2521 -54 513.7 259.0 0.00 579.2 292.0 32.0 26.0 0 0 0 0.00 48 31 22 31.74 71.80 606 2511 9 557.4 281.0 0.00 559.3 282.0 30.0 25.0 0 0 0 0.00 51 27 23 31.28 72.12 589 2564 36 753.7 380.0 0.00 743.8 375.0 39.0 26.0 0 0 0 0.04 53 27 24 31.79 72.21 607 2579 33 906.4 457.0 0.00 900.5 454.0 39.0 26.0 0 0 0 0.08 41 22 25 30.12 72.72 548 2665 27 1047.3 528.0 0.00 1051.2 530.0 41.0 26.0 0 0 0 0.00 35 19 26 31.75 72.14 606 2567 -40 668.4 337.0 0.00 731.9 369.0 38.0 26.0 0 0 0 0.00 41 23 27 27.74 72.97 467 2708 2 495.9 250.0 0.00 503.8 254.0 31.0 26.0 0 0 0 0.00 56 27 28 31.88 72.17 611 2572 8 495.9 250.0 0.00 495.9 250.0 30.0 26.0 0 0 0 0.00 61 41 29 31.84 71.94 609 2534 -40 442.3 223.0 0.00 493.9 249.0 32.0 26.0 0 0 0 0.00 45 32 30 35.76 72.16 758 2571 186 321.3 162.0 0.00 132.9 67.0 23.0 25.0 0 212 0 0.24 45 25 31 35.57 73.59 751 2815 237 253.9 128.0 0.00 9.9 5.0 24.0 29.0 0 250 0 0.00 40 25 TOTAL CFS 12148.0 12303.0 1096.0 807.0 0 TOTAL AF 162 119 281 0.00 2174. 1601. 0 486 0 0.56 45 23 24095.2 24402.6 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 04/07/05 WATER AND POWER CONTROL DIVISION TIME: 08:44:52 LOVELAND, COLORADO MARCH 2005 EASTERN COLORADO PROJECTS MARYS LAKE & LAKE ESTES INFLOW/OUTFLOW REGULATION G A U G E D F L O W ESTES & LAKE BIG BIG MARYS ESTES THOMP- THOMP- TOTAL COM- SON SON CHANGE PUTED ADAMS WIND FISH RIVER T O T A L OLYMPUS RIVER T O T A L IN NATIVE TUNNEL RIVER CREEK ABOVE I N F L O W TUNNEL BELOW O U T F L O W STORAGE INFLOW 1 2 DAY (CFS) (CFS) (CFS) (CFS) (CFS) (AF) (CFS) (CFS) (CFS) (AF) (AF) (CFS) 1 454.0 0.0 0.0 12.0 489.0 970 463.0 26.0 489.0 970 1 35.0 2 431.0 0.0 0.0 12.0 463.0 918 429.0 27.0 456.0 904 14 32.0 3 413.0 0.0 0.0 12.0 451.0 895 406.0 27.0 433.0 859 36 38.0 4 396.0 0.0 0.0 13.0 433.0 859 401.0 27.0 428.0 849 10 37.0 5 394.0 0.0 0.0 13.0 434.0 861 404.0 27.0 431.0 855 6 40.0 6 394.0 0.0 0.0 13.0 432.0 857 403.0 27.0 430.0 853 4 38.0 7 381.0 0.0 0.0 13.0 419.0 831 399.0 27.0 426.0 845 -13 38.0 8 362.0 0.0 0.0 13.0 397.0 787 400.0 26.0 426.0 845 -58 35.0 9 362.0 0.0 0.0 13.0 380.0 754 400.0 25.0 425.0 843 -90 18.0 10 363.0 0.0 0.0 13.0 401.0 795 400.0 24.0 424.0 841 -45 38.0 11 408.0 0.0 0.0 13.0 440.0 873 432.0 25.0 457.0 906 -33 32.0 12 535.0 0.0 0.0 13.0 578.0 1146 499.0 25.0 524.0 1039 109 43.0 13 505.0 0.0 0.0 13.0 549.0 1089 499.0 25.0 524.0 1039 50 44.0 14 532.0 0.0 0.0 12.0 571.0 1133 550.0 26.0 576.0 1142 -9 39.0 15 551.0 0.0 0.0 12.0 591.0 1172 550.0 26.0 576.0 1142 31 40.0 16 550.0 0.0 0.0 12.0 589.0 1168 549.0 26.0 575.0 1140 28 39.0 17 504.0 0.0 0.0 12.0 544.0 1079 501.0 26.0 527.0 1045 35 40.0 18 552.0 0.0 0.0 15.0 590.0 1170 550.0 26.0 576.0 1142 28 38.0 19 450.0 0.0 0.0 15.0 486.0 964 473.0 26.0 499.0 990 -25 36.0 20 356.0 0.0 0.0 15.0 393.0 780 468.0 26.0 494.0 980 -202 37.0 21 259.0 0.0 0.0 15.0 291.0 577 292.0 26.0 318.0 631 -54 32.0 22 281.0 0.0 0.0 15.0 311.0 617 282.0 25.0 307.0 609 9 30.0 23 380.0 0.0 1.0 16.0 419.0 831 375.0 26.0 401.0 795 36 39.0 24 457.0 0.0 1.0 16.0 496.0 984 454.0 26.0 480.0 952 33 39.0 25 528.0 0.0 1.0 15.0 569.0 1129 530.0 26.0 556.0 1103 27 41.0 26 337.0 0.0 1.0 15.0 375.0 744 369.0 26.0 395.0 783 -40 38.0 27 250.0 0.0 1.0 16.0 281.0 557 254.0 26.0 280.0 555 2 31.0 28 250.0 0.0 1.0 18.0 280.0 555 250.0 26.0 276.0 547 8 30.0 29 223.0 0.0 1.0 18.0 255.0 506 249.0 26.0 275.0 545 -40 32.0 30 162.0 0.0 1.0 16.0 185.0 367 67.0 25.0 92.0 182 186 23.0 31 128.0 0.0 1.0 16.0 152.0 301 5.0 29.0 34.0 67 237 24.0 TOTAL CFS 12148.0 9.0 435.0 13244.0 12303.0 807.0 13110.0 1096.0 AF 24095.2 0.0 17.9 862.8 26269.1 26269 24402.6 1600.7 26003.3 25998 281 2173.9 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 04/07/05 WATER AND POWER CONTROL DIVISION TIME: 08:44:52 LOVELAND, COLORADO MARCH 2005 EASTERN COLORADO PROJECTS FOOTHILLS WATER REGULATION PINEWOOD F L A T I R O N CARTER LAKE HORSETOOTH BY- AVG PASS ELEV STORAGE ELEV STORAGE FLATIRON PUMP FLATIRON # 3 GEN. ELEV ELEV STORAGE ELEV STORAGE POLE (FT) (AF) (FT) (FT) HILL +6500. +5400. (AF) MWH KWH/AF (AF) AVG. MWH KWH/AF (AF) AVG. +5400. (FT) (AF) (FT) (AF) (AF) DAY CFS CFS 1683 576 89677 120094 1 75.0 1725 69.0 588 209.0 337.7 618.9 312.0 0.0 215.5 0.0 0.0 68.9 5739.13 90314 5410.80 120235 0 2 75.2 1742 68.8 580 209.0 338.3 617.8 311.5 0.0 215.7 0.0 0.0 68.0 5739.53 90739 5410.87 120359 0 3 75.0 1725 69.0 588 209.0 339.2 616.2 310.7 0.0 216.1 0.0 0.0 68.6 5740.17 91417 5410.92 120448 0 4 74.9 1717 68.8 580 208.0 339.8 612.1 308.6 0.0 216.3 0.0 0.0 68.4 5740.64 91919 5410.95 120501 0 5 75.0 1725 68.6 572 209.0 340.7 613.5 309.3 0.0 216.6 0.0 0.0 68.0 5741.25 92571 5411.02 120625 0 6 75.5 1768 67.3 518 207.0 341.5 606.2 305.6 0.0 216.8 0.0 0.0 67.2 5741.83 93193 5411.05 120678 0 7 75.6 1776 66.8 498 208.0 342.1 608.0 306.6 0.0 217.0 0.0 0.0 67.0 5742.25 93645 5411.12 120802 0 8 75.1 1734 68.2 555 206.0 342.8 600.9 303.0 0.0 217.3 0.0 0.0 66.3 5742.75 94183 5411.18 120908 0 9 74.6 1691 69.0 588 208.0 343.6 605.3 305.2 0.0 217.5 0.0 0.0 68.4 5743.34 94819 5411.26 121050 0 10 74.6 1691 69.0 588 207.0 344.2 601.3 303.2 0.0 217.7 0.0 0.0 68.9 5743.76 95273 5411.27 121068 0 11 75.3 1751 68.5 567 206.0 344.9 597.2 301.1 0.0 217.9 0.0 0.0 68.0 5744.26 95814 5411.33 121174 0 12 77.4 1936 64.8 421 206.0 345.7 595.8 300.4 0.0 218.2 0.0 0.0 64.9 5744.82 96422 5411.47 121423 0 13 77.2 1918 64.3 403 203.0 346.4 586.0 295.4 0.0 218.3 0.0 0.0 64.0 5745.29 96932 5411.72 121868 0 14 77.0 1900 67.6 530 204.0 347.2 587.6 296.2 0.0 218.6 0.0 0.0 65.7 5745.82 97509 5411.90 122188 0 15 77.2 1918 68.5 567 206.0 347.9 592.1 298.5 0.0 218.8 0.0 0.0 68.2 5746.33 98066 5412.09 122527 0 16 77.2 1918 69.0 588 203.0 348.6 582.3 293.6 0.0 219.0 0.0 0.0 68.7 5746.83 98612 5412.31 122920 0 17 76.2 1829 69.3 601 206.0 349.2 589.9 297.4 0.0 219.1 0.0 0.0 69.4 5747.23 99050 5412.51 123278 0 18 76.0 1811 68.5 567 207.0 349.9 591.6 298.3 0.0 219.3 0.0 0.0 68.9 5747.68 99544 5412.75 123708 0 19 75.2 1742 65.6 451 203.0 350.8 578.7 291.8 0.0 219.5 0.0 0.0 66.8 5748.29 100214 5412.99 124139 0 20 74.4 1675 65.4 444 202.0 351.4 574.8 289.8 0.0 219.7 0.0 0.0 65.2 5748.74 100709 5413.24 124589 0 21 74.3 1666 66.7 494 66.0 351.6 187.7 94.6 0.0 219.7 0.0 0.0 65.1 5748.86 100841 5413.42 124913 0 22 73.0 1562 69.7 619 0.0 351.5 0.0 0.0 0.0 219.7 0.0 0.0 69.0 5748.79 100764 5413.67 125364 0 23 73.0 1562 68.5 567 0.0 351.2 0.0 0.0 0.0 219.6 0.0 0.0 68.8 5748.62 100577 5414.05 126052 0 24 73.2 1578 68.5 567 0.0 351.4 0.0 0.0 0.0 219.7 0.0 0.0 68.1 5748.74 100709 5414.50 126868 0 25 73.4 1593 71.0 676 0.0 351.3 0.0 0.0 0.0 219.6 0.0 0.0 69.9 5748.69 100654 5414.97 127723 0 26 74.0 1642 69.6 614 0.0 351.3 0.0 0.0 0.0 219.6 0.0 0.0 69.1 5748.69 100654 5415.37 128454 0 27 72.1 1493 70.5 654 0.0 351.2 0.0 0.0 0.0 219.6 0.0 0.0 69.6 5748.62 100577 5415.73 129112 0 28 73.4 1593 69.6 614 0.0 351.2 0.0 0.0 0.0 219.6 0.0 0.0 68.8 5748.57 100522 5415.95 129516 0 29 75.7 1785 69.2 597 0.0 351.1 0.0 0.0 0.0 219.6 0.0 0.0 68.8 5748.54 100489 5416.04 129681 0 30 77.2 1918 65.0 429 0.0 351.0 0.0 0.0 0.0 219.6 0.0 0.0 66.8 5748.44 100379 5416.10 129791 106 31 77.2 1918 61.4 304 0.0 350.9 0.0 0.0 0.0 219.5 0.0 0.0 63.2 5748.39 100324 5416.13 129846 0 TOTAL CFS 6132.7 TOTAL AF 235 -272 4192.0 12164.112164.1 0.0 0.0 0.0 10647 9752 106 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 04/07/05 WATER AND POWER CONTROL DIVISION TIME: 08:44:52 LOVELAND, COLORADO MARCH 2005 EASTERN COLORADO PROJECTS LOVELAND WASTE- WINDY SURPLUS DECREE SKIM TOTAL WAY INFLOW WIND WINDY GAP WATER WATER WATER DILLE TO B. T. TO GAP OPEN THRU THRU THRU B. T. POWER HORSE- DAY RIVER METERS FLOW DILLE DILLE DILLE TUNNEL RIVER PLANT TOOTH 1 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 93.00 2 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 94.00 3 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 72.00 4 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 72.00 5 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 72.00 6 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 73.00 7 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 73.00 8 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 71.00 9 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 75.35 10 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 78.00 11 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 77.00 12 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 155.00 13 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 203.00 14 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 177.65 15 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 191.00 16 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 202.00 17 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 216.00 18 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 242.00 19 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 246.00 20 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 198.00 21 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 171.00 22 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 241.00 23 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 352.00 24 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 410.00 25 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 431.00 26 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 366.00 27 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 299.00 28 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 199.00 29 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 148.00 30 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 89.00 31 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 58.00 TOTAL CFS 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 5445.00 TOTAL AF 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 10799.99 ADJUSTMENT AF 10.50 TOTAL FLOW OR DELIVERY AF 10789.49 METERED DELIVERY AF 426.10 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 04/07/05 WATER AND POWER CONTROL DIVISION TIME: 08:44:52 LOVELAND, COLORADO MARCH 2005 EASTERN COLORADO PROJECTS WATER ORDERS - NORTHERN COLORADO WATER CONSERVANCY DISTRICT & MUNICIPAL SUBDISTRICT ST. HANSEN CUMULATIVE VRAIN BIG FEEDER HANSEN DIXON DAILY SEASON ABOVE SUPPLY THOMPSON CANAL SUPPLY FEEDER TOTAL TOTAL DAY FLATIRON CANAL RIVER TURNOUTS CANAL CANAL ORDERS (AF) 9993.50 1 0.00 0.00 0.00 5.00 0.00 0.00 5.00 10003.50 2 0.00 0.00 0.00 5.00 0.00 0.00 5.00 10013.50 3 0.00 0.00 0.00 5.00 0.00 0.00 5.00 10023.50 4 0.00 0.00 0.00 5.00 0.00 0.00 5.00 10033.50 5 0.00 0.00 0.00 5.00 0.00 0.00 5.00 10043.50 6 0.00 0.00 0.00 5.00 0.00 0.00 5.00 10053.50 7 0.00 0.00 0.00 5.00 0.00 0.00 5.00 10063.50 8 0.00 0.00 0.00 5.00 0.00 0.00 5.00 10073.50 9 0.00 0.00 0.00 1.65 0.00 0.00 1.65 10076.80 10 0.00 0.00 0.00 0.00 0.00 0.00 0.00 10076.80 11 0.00 0.00 0.00 0.00 0.00 0.00 0.00 10076.80 12 0.00 0.00 0.00 0.00 0.00 0.00 0.00 10076.80 13 0.00 0.00 0.00 0.00 0.00 0.00 0.00 10076.80 14 0.00 0.00 0.00 3.35 0.00 0.00 3.35 10083.50 15 0.00 0.00 0.00 5.00 0.00 0.00 5.00 10093.50 16 0.00 0.00 0.00 5.00 0.00 0.00 5.00 10103.50 17 0.00 0.00 0.00 5.00 0.00 0.00 5.00 10113.50 18 0.00 0.00 0.00 5.00 0.00 0.00 5.00 10123.50 19 0.00 0.00 0.00 5.00 0.00 0.00 5.00 10133.50 20 0.00 0.00 0.00 5.00 0.00 0.00 5.00 10143.50 21 0.00 0.00 0.00 5.00 0.00 0.00 5.00 10153.50 22 0.00 0.00 0.00 5.00 0.00 0.00 5.00 10163.50 23 0.00 0.00 0.00 5.00 0.00 0.00 5.00 10173.50 24 0.00 0.00 0.00 5.00 0.00 0.00 5.00 10183.50 25 0.00 0.00 0.00 5.00 0.00 0.00 5.00 10193.50 26 0.00 0.00 0.00 5.00 0.00 0.00 5.00 10203.50 27 0.00 0.00 0.00 5.00 0.00 0.00 5.00 10213.50 28 0.00 0.00 0.00 5.00 0.00 0.00 5.00 10223.50 29 0.00 0.00 0.00 5.00 0.00 0.00 5.00 10233.50 30 0.00 0.00 0.00 5.00 0.00 0.00 5.00 10243.50 31 0.00 0.00 0.00 5.00 0.00 0.00 5.00 10253.50 TOTAL CFS 0.00 0.00 0.00 130.00 0.00 0.00 130.00 TOTAL AF 0.00 0.00 0.00 260.00 0.00 0.00 260.00 10253.50 METERED DELIVERY AF 2.20 1109.40 10.50 0.00 981.90 2104.00 12357.50 TOTAL FLOW OR DELIVERY AF * 2.20 1109.40 0.00 270.50 0.00 981.90 2364.00 12357.50 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 2005 PREC. AND EVAP. SUMMARY SHADOW MTN. ESTES POLE CARTER DILLON GREEN MOUNTAIN WILLOW CR. GL6SSW GL1NW GRANBY GRAND LAKE PARK HILL FLATIRON LAKE HORSETOOTH PREC. PREC. EVAP. EVAP. PREC. PREC. EVAP. EVAP. PREC. PREC. PREC. EVAP. PREC. EVAP. (IN) (IN) (AF) (AF) (IN) (IN) (AF) (AF) (IN) (IN) (IN) (AF) (IN) (AF) 1 0.03 0.03 2. 0. 0.00 0.07 6. 2. 0.00 0.00 0.00 0. 0.00 0. 2 0.00 0.00 2. 0. 0.00 0.01 6. 2. 0.00 0.00 0.00 0. 0.00 0. 3 0.00 0.00 2. 0. 0.00 0.00 6. 2. 0.00 0.00 0.00 0. 0.00 0. 4 0.00 0.00 2. 0. 0.00 0.00 6. 2. 0.00 0.00 0.00 0. 0.00 0. 5 0.00 0.00 2. 0. 0.00 0.00 6. 2. 0.00 0.00 0.00 0. 0.00 0. 6 0.00 0.00 2. 0. 0.00 0.00 6. 2. 0.00 0.00 0.00 7. 0.00 12. 7 0.00 0.00 2. 0. 0.00 0.00 6. 2. 0.00 0.00 0.00 7. 0.00 11. 8 0.01 0.00 2. 0. 0.01 0.20 6. 2. 0.00 0.00 0.00 11. 0.00 18. 9 0.00 0.00 2. 0. 0.00 0.00 6. 2. 0.00 0.00 0.00 8. 0.00 13. 10 0.00 0.00 2. 0. 0.00 0.00 6. 2. 0.00 0.00 0.00 7. 0.00 11. 11 0.00 0.00 2. 0. 0.00 0.00 6. 2. 0.00 0.00 0.00 7. 0.00 11. 12 0.12 0.00 2. 0. 0.00 0.00 6. 2. 0.00 0.00 0.00 8. 0.00 13. 13 0.00 0.00 2. 0. 0.00 0.00 6. 2. 0.00 0.00 0.29 0. 0.59 0. 14 0.00 0.00 2. 0. 0.00 0.00 6. 2. 0.08 0.40 0.00 0. 0.00 0. 15 0.00 0.00 2. 0. 0.00 0.00 6. 3. 0.00 0.00 0.00 0. 0.00 0. 16 0.00 0.00 2. 0. 0.00 0.01 6. 2. 0.00 0.00 0.00 0. 0.00 0. 17 0.08 0.00 2. 0. 0.02 0.13 6. 2. 0.00 0.00 0.00 0. 0.00 0. 18 0.00 0.00 2. 0. 0.01 0.06 6. 2. 0.00 0.01 0.00 6. 0.00 10. 19 0.00 0.00 2. 0. 0.00 0.00 6. 2. 0.00 0.00 0.00 4. 0.00 7. 20 0.07 0.08 2. 0. 0.00 0.00 6. 2. 0.12 0.00 0.04 0. 0.00 7. 21 0.02 0.00 2. 0. 0.12 0.11 6. 2. 0.00 0.02 0.00 0. 0.37 0. 22 0.00 0.00 2. 0. 0.00 0.00 6. 2. 0.00 0.00 0.00 5. 0.00 8. 23 0.05 0.00 2. 0. 0.03 0.07 6. 2. 0.04 0.00 0.00 5. 0.05 1. 24 0.01 0.00 2. 0. 0.03 0.30 6. 2. 0.08 0.00 0.19 -12. 0.03 4. 25 0.00 0.00 2. 0. 0.01 0.02 6. 2. 0.00 0.15 0.00 0. 0.00 0. 26 0.00 0.00 2. 0. 0.00 0.00 6. 2. 0.00 0.00 0.00 5. 0.00 9. 27 0.00 0.00 2. 0. 0.00 0.00 6. 3. 0.00 0.00 0.00 8. 0.00 13. 28 0.00 0.07 2. 0. 0.00 0.00 6. 2. 0.00 0.00 0.00 16. 0.00 27. 29 0.00 0.00 2. 0. 0.02 0.07 6. 2. 0.00 0.00 0.00 7. 0.00 12. 30 0.16 0.03 2. 0. 0.00 0.00 6. 2. 0.24 0.00 0.00 5. 0.00 8. 31 0.00 0.00 2. 0. 0.00 0.02 6. 2. 0.00 0.00 0.00 7. 0.00 11. TOTALS 0.55 0.21 52. 10. 0.25 1.07 183. 77. 0.56 0.58 0.52 110. 1.04 205. 1 UPPER COLORADO RIVER DAILY DATA COLLECTION FOR MARCH 2005 NATIONAL WEATHER SERVICE - SALT LAKE CITY U.S. BUREAU OF RECLAMATION LOVELAND, COLORADO DAY L A K E G R A N B Y WILLOW CREEK RES. G R E E N M O U N T A I N R E S. INFLOW OUTFLOW GL6SSW GL6SSW GL6SSW INFLOW OUTFLOW INFLOW OUTFLOW MAX MIN MAX MIN PREC TEMP TEMP PREC (CFS) (CFS) TEMP TEMP (CFS) (CFS) 1 52 21 34 3 0.00 15 8 115 108 31 5 0.03 2 68 21 35 11 0.00 16 7 119 106 38 -5 0.00 3 40 21 41 -4 0.00 18 8 107 101 33 0 0.00 4 35 21 39 -1 0.00 13 8 116 116 33 0 0.00 5 46 21 42 2 0.00 23 8 125 130 34 10 0.00 6 47 21 42 12 0.00 17 8 109 128 42 20 0.00 7 39 21 40 6 0.00 19 8 117 136 40 24 0.00 8 17 21 35 28 0.01 16 8 114 158 47 19 0.00 9 62 21 43 16 0.00 6 9 114 158 40 25 0.00 10 38 21 40 15 0.00 5 10 111 155 43 13 0.00 11 59 21 42 6 0.00 26 10 117 155 45 16 0.00 12 20 21 46 9 0.00 22 9 118 149 51 21 0.00 13 56 21 46 19 0.00 22 8 118 149 30 3 0.00 14 22 21 26 -3 0.00 13 8 112 156 25 -3 0.00 15 -12 21 30 -12 0.00 12 9 125 162 32 0 0.00 16 70 21 34 2 0.00 22 10 123 147 38 10 0.00 17 69 21 35 17 0.02 25 9 142 160 36 12 0.00 18 50 21 30 13 0.01 21 8 126 169 30 6 0.00 19 16 21 43 5 0.00 18 8 120 170 45 24 0.00 20 128 21 44 16 0.00 20 8 137 168 45 25 0.08 21 82 21 44 22 0.12 24 8 128 171 34 12 0.00 22 59 21 37 17 0.00 19 7 139 170 44 14 0.00 23 61 21 46 23 0.03 20 7 139 176 41 23 0.00 24 72 21 38 13 0.03 20 7 141 178 39 10 0.00 25 75 21 41 11 0.01 20 7 136 179 34 22 0.00 26 55 21 38 13 0.00 17 8 134 177 38 10 0.00 27 32 21 42 10 0.00 19 7 134 171 48 25 0.00 28 81 21 50 18 0.00 26 7 154 209 54 26 0.07 29 65 21 44 23 0.02 23 7 147 227 38 13 0.00 30 26 21 40 10 0.00 23 7 138 243 30 20 0.03 31 67 21 33 18 0.00 22 8 140 263 33 8 0.00