1 PICK SLOAN MISSOURI BASIN PROGRAM UNITED STATES BUREAU OF RECLAMATION WESTERN DIVISION WATER AND POWER SYSTEM AS OF 04/09/07 WATER AND POWER CONTROL DIVISION TIME: 13:08:30 LOVELAND, COLORADO MARCH 2007 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) 241836 1 9013.16 241867 0 75 75 6 162 31 193 97 0 97 0.04 11 -4 0 43 2 9013.16 241867 57 21 78 3 162 0 162 81 0 81 0.02 10 -10 0 40 3 9013.16 241867 80 0 80 0 160 0 160 80 0 80 0.00 17 -11 0 54 4 9013.15 241836 80 0 80 0 160 -31 129 65 0 65 0.00 37 -9 0 39 5 9013.12 241743 80 0 80 0 160 -93 67 34 0 34 0.00 50 10 0 57 6 9013.16 241867 80 0 80 0 160 124 284 142 0 142 0.00 47 14 0 68 7 9013.16 241867 80 0 80 0 160 0 160 80 0 80 0.00 47 16 0 72 8 9013.17 241898 80 0 80 0 160 31 191 96 0 96 0.06 37 10 0 70 9 9013.18 241929 80 0 80 0 160 31 191 96 0 96 0.01 44 16 0 63 10 9013.18 241929 80 0 80 0 160 0 160 80 0 80 0.11 39 26 0 76 11 9013.19 241960 79 0 79 0 158 31 189 95 0 95 0.00 44 15 0 69 12 9013.19 241960 80 0 80 0 160 0 160 80 0 80 0.00 53 15 0 87 13 9013.21 242022 80 0 80 0 160 62 222 111 0 111 0.00 55 18 0 98 14 9013.23 242084 80 0 80 0 160 62 222 111 0 111 0.09 54 22 0 106 15 9013.24 242114 82 0 82 0 164 30 194 97 0 97 0.00 48 16 0 111 16 9013.26 242176 82 0 82 0 164 62 226 113 0 113 0.00 54 16 0 117 17 9013.28 242238 82 0 82 0 164 62 226 113 0 113 0.00 57 21 0 123 18 9013.30 242300 82 0 82 0 164 62 226 113 0 113 0.00 58 20 0 142 19 9013.33 242393 82 0 82 0 164 93 257 129 0 129 0.00 55 20 0 136 20 9013.34 242424 113 0 113 0 226 31 257 129 0 129 0.00 57 26 0 125 21 9013.35 242455 113 0 113 0 226 31 257 129 0 129 0.00 50 23 0 147 22 9013.36 242486 113 0 113 0 226 31 257 129 0 129 0.00 54 23 0 136 23 9013.38 242548 113 0 113 0 226 62 288 144 0 144 0.00 51 27 0 150 24 9013.43 242703 113 0 113 0 226 155 381 191 0 191 0.42 35 29 0 156 25 9013.45 242765 113 0 113 0 226 62 288 144 0 144 0.00 47 19 0 145 26 9013.45 242765 113 0 113 0 226 0 226 113 0 113 0.00 52 20 0 144 27 9013.46 242796 113 0 113 0 226 31 257 129 0 129 0.00 56 31 0 150 28 9013.48 242858 113 0 113 0 226 62 288 144 0 144 0.05 39 17 0 122 29 9013.50 242920 113 0 113 0 226 62 288 144 0 144 0.04 23 -1 0 146 30 9013.51 242951 113 0 113 0 226 31 257 129 0 129 0.03 36 1 0 120 31 9013.52 242982 113 0 113 0 226 31 257 129 0 129 0.00 38 20 0 120 TOTAL CFS 2782 96 2878 9 3467 0 3467 3232 TOTAL AF 1146 5564 192 5756 18 5774 1146 6920 6920 0 6934 0.87 44 15 0 6464 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 04/09/07 WATER AND POWER CONTROL DIVISION TIME: 13:08:30 LOVELAND, COLORADO MARCH 2007 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) 79667 1 7906.74 79377 264 0 264 524 -290 235 118 22 0 140 0.00 15 4 821 2 7906.52 79086 264 0 264 524 -291 234 118 3 0 121 0.00 14 -11 824 3 7906.32 78822 266 0 266 528 -264 265 134 0 0 134 0.00 21 -10 851 4 7906.10 78531 265 0 265 526 -291 236 119 -16 0 103 0.00 25 -1 853 5 7905.89 78255 276 0 276 547 -276 272 137 -47 0 90 0.00 35 0 920 6 7905.66 77955 299 0 299 593 -300 294 148 62 0 210 0.00 34 9 921 7 7905.42 77642 309 0 309 613 -313 301 152 0 0 152 0.00 41 9 964 8 7905.18 77328 308 0 308 611 -314 298 150 16 0 166 0.00 38 8 1030 9 7904.93 77003 306 0 306 607 -325 283 143 16 0 159 0.00 43 20 1020 10 7904.70 76706 305 0 305 605 -297 309 156 0 0 156 0.00 37 20 1020 11 7904.47 76409 304 0 304 578 -297 282 148 16 0 164 0.00 44 15 1050 12 7904.26 76138 303 0 303 601 -271 331 167 0 0 167 0.00 43 15 1080 13 7904.07 75892 302 0 302 599 -246 354 178 31 0 209 0.00 46 16 1120 14 7903.89 75662 301 0 301 597 -230 368 186 31 0 217 0.00 54 21 1160 15 7903.72 75445 302 0 302 599 -217 383 193 15 0 208 0.00 48 19 1260 16 7903.56 75241 301 0 301 597 -204 394 199 31 0 230 0.00 52 22 1330 17 7903.41 75049 301 0 301 597 -192 406 205 31 0 236 0.00 57 23 1370 18 7903.29 74896 301 0 301 597 -153 445 224 31 0 255 0.00 58 24 1560 19 7903.16 74730 301 0 301 597 -166 432 218 47 0 265 0.00 58 24 1640 20 7903.01 74539 334 0 334 662 -191 472 238 16 0 254 0.00 49 26 1730 21 7902.87 74362 349 0 349 692 -177 516 260 16 0 276 0.00 54 25 1900 22 7902.71 74161 350 0 350 694 -201 494 249 16 0 265 0.00 51 24 1880 23 7902.57 73985 351 0 351 696 -176 521 263 31 0 294 0.00 37 31 1760 24 7902.44 73821 351 0 351 696 -164 533 269 78 0 347 0.00 33 31 1790 25 7902.29 73632 353 0 353 700 -189 512 258 31 0 289 0.23 50 23 1730 26 7902.14 73443 352 0 352 698 -189 510 257 0 0 257 0.00 51 31 1620 27 7902.00 73267 351 0 351 696 -176 521 263 16 0 279 0.03 53 25 1660 28 7901.81 73030 354 0 354 702 -237 466 235 31 0 266 0.34 34 13 1820 29 7901.66 72844 352 0 352 698 -186 513 259 31 0 290 0.00 25 1 1740 30 7901.47 72607 352 0 352 698 -237 462 233 16 0 249 0.00 32 16 1550 31 7901.28 72371 352 0 352 698 -236 463 233 16 0 249 0.00 36 20 1430 TOTAL CFS 9779 0 9779 6110 587 0 6697 41404 TOTAL AF -7296 19370 0 19370 19370 -7296 12105 12109 1161 0 13270 0.60 41 16 82034 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 04/09/07 WATER AND POWER CONTROL DIVISION TIME: 13:08:30 LOVELAND, COLORADO MARCH 2007 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) 8564 1 8122.82 8577 8 0 0 1 0 0 9 18 13 31 16 2 8122.87 8590 8 0 0 0 0 0 8 16 13 29 15 3 8122.90 8597 8 0 0 0 0 0 8 16 7 23 12 4 8122.92 8602 8 0 0 0 0 0 8 16 5 21 11 5 8122.95 8610 8 0 0 0 0 0 8 16 8 24 12 6 8122.96 8612 8 0 0 1 0 0 9 18 2 20 10 7 8122.98 8617 8 0 0 0 0 0 8 16 5 21 11 8 8123.03 8630 8 0 0 0 0 0 8 16 13 29 15 9 8123.07 8640 8 0 0 0 0 0 8 16 10 26 13 10 8123.16 8663 8 0 0 0 0 0 8 16 23 39 20 11 8123.22 8678 8 0 0 1 0 0 9 17 15 32 17 12 8123.27 8690 8 0 0 0 0 0 8 16 12 28 14 13 8123.33 8706 8 0 0 0 0 0 8 16 16 32 16 14 8123.38 8718 8 0 0 0 0 0 8 16 12 28 14 15 8123.52 8754 8 0 0 0 0 0 8 16 36 52 26 16 8123.68 8795 8 0 0 1 0 0 9 18 41 59 30 17 8123.88 8846 8 0 0 0 0 0 8 16 51 67 34 18 8124.11 8906 8 0 0 0 0 0 8 16 60 76 38 19 8124.42 8986 8 0 0 0 0 0 8 16 80 96 48 20 8124.78 9081 8 0 0 0 0 0 8 16 95 111 56 21 8125.12 9171 7 0 0 1 0 0 8 16 90 106 53 22 8125.39 9243 7 0 0 0 3 0 10 20 72 92 46 23 8125.72 9332 7 0 0 0 5 0 12 24 89 113 57 24 8126.12 9441 7 0 0 0 0 0 7 14 109 123 62 25 8126.42 9523 7 0 0 0 0 0 7 14 82 96 48 26 8126.64 9584 7 0 0 1 7 0 15 30 61 91 46 27 8126.10 9435 8 0 0 0 4 113 125 248 -149 99 50 28 8124.81 9089 8 0 0 1 0 215 224 444 -346 98 49 29 8121.57 8269 8 0 0 2 0 448 458 908 -820 88 44 30 8118.74 7608 7 0 0 3 0 360 370 734 -661 73 37 31 8117.88 7418 7 0 0 3 0 137 147 292 -190 102 51 TOTAL CFS 240 0 0 15 19 1273 1547 971 TOTAL AF -1146 479 0 0 30 38 2525 3071 3071 -1146 1925 1925 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 04/09/07 WATER AND POWER CONTROL DIVISION TIME: 13:08:30 LOVELAND, COLORADO MARCH 2007 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 04/09/07 WATER AND POWER CONTROL DIVISION TIME: 13:08:30 LOVELAND, COLORADO MARCH 2007 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 17674 1 8366.60 8366.72 17793 428 20 448 889 119 1010 942 68 34 0.04 0.06 15 -15 2 8366.58 8366.69 17742 499 20 519 1029 -51 980 970 10 5 0.00 0.12 13 7 3 8366.56 8366.68 17719 499 20 519 1029 -23 1008 998 10 5 0.00 0.00 19 -5 4 8366.59 8366.71 17774 499 20 519 1029 55 1086 1031 55 28 0.00 0.00 28 -20 5 8366.56 8366.72 17772 499 20 519 1029 -2 1029 978 51 26 0.00 0.00 39 -5 6 8366.59 8366.73 17800 498 20 518 1027 28 1057 1059 -2 -1 0.00 0.00 41 -3 7 8366.59 8366.74 17814 498 20 518 1027 14 1043 972 71 36 0.00 0.00 43 5 8 8366.58 8366.73 17795 512 20 532 1055 -19 1038 1008 30 15 0.08 0.02 43 5 9 8366.56 8366.72 17772 525 20 545 1081 -23 1060 1053 7 4 0.00 0.00 44 3 10 8366.55 8366.72 17767 525 20 545 1081 -5 1078 996 82 41 0.09 0.06 42 23 11 8366.58 8366.73 17795 526 20 546 1038 28 1068 1045 23 12 0.00 0.00 47 19 12 8366.56 8366.73 17785 526 20 546 1083 -10 1075 1025 50 25 0.00 0.00 44 9 13 8366.57 8366.70 17751 526 20 546 1083 -34 1051 1020 31 16 0.00 0.00 47 11 14 8366.56 8366.72 17772 524 20 544 1079 21 1102 1055 47 24 0.00 0.00 49 20 15 8366.57 8366.72 17777 511 20 531 1053 5 1060 1063 -3 -2 0.00 0.00 44 23 16 8366.58 8366.73 17795 501 20 521 1033 18 1053 1008 45 23 0.00 0.00 49 15 17 8366.56 8366.69 17732 500 20 520 1031 -63 970 891 79 40 0.00 0.00 51 17 18 8366.57 8366.70 17751 499 20 519 1029 19 1050 960 90 45 0.00 0.00 55 15 19 8366.58 8366.69 17742 500 20 520 1031 -9 1024 1008 16 8 0.00 0.00 55 20 20 8366.59 8366.71 17774 500 20 520 1031 32 1065 940 125 63 0.00 0.00 55 19 21 8366.60 8366.73 17806 501 20 521 1033 32 1067 873 194 98 0.00 0.00 50 27 22 8366.56 8366.70 17746 501 20 521 1033 -60 975 851 124 63 0.00 0.00 50 23 23 8366.59 8366.71 17774 501 20 521 1033 28 1063 899 164 83 0.00 0.00 52 22 24 8366.54 8366.69 17722 502 20 522 1035 -52 985 674 311 157 0.39 0.34 45 32 25 8366.61 8366.72 17798 505 20 525 1041 76 1119 998 121 61 0.00 0.22 47 31 26 8366.60 8366.72 17793 505 20 525 1041 -5 1038 887 151 76 0.00 0.00 55 21 27 8366.58 8366.71 17769 517 20 537 1065 -24 1043 835 208 105 0.00 0.00 53 32 28 8366.60 8366.73 17806 518 20 538 1067 37 1106 772 334 168 0.00 0.00 54 32 29 8366.44 8366.58 17525 456 20 476 944 -281 665 367 298 150 0.07 0.01 37 15 30 8366.55 8366.66 17687 401 20 421 835 162 999 922 77 39 0.05 0.01 43 3 31 8366.49 8366.60 17577 428 20 448 889 -110 781 668 113 57 0.01 0.02 40 22 TOTAL CFS 15430 620 16050 1504 44 14 TOTAL AF -97 30561.5 1238 31783 31783 -97 31748 28768 2980 2983 0.73 0.86 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 04/09/07 WATER AND POWER CONTROL DIVISION TIME: 13:08:30 LOVELAND, COLORADO MARCH 2007 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) 312732 1 8244.51 311840 475 20 0 5.0 500 992 -892 107 54 20 0 0 34 68 0 2 8244.35 310949 489 20 0 5.0 514 1020 -891 136 69 20 0 0 49 54 0 3 8244.18 310004 503 20 0 5.0 528 1047 -945 109 55 20 0 0 35 40 0 4 8244.00 309004 520 20 0 5.0 545 1081 -1000 88 44 20 0 0 24 52 0 5 8243.82 308007 493 20 0 5.0 518 1027 -997 37 19 20 0 0 -1 25 0 6 8243.64 307011 534 20 0 5.0 559 1109 -996 120 61 20 0 0 41 40 0 7 8243.47 306072 490 20 0 5.0 515 1021 -939 89 45 20 0 0 25 61 0 8 8243.30 305135 508 20 0 5.0 533 1057 -937 127 64 20 0 0 44 59 0 9 8243.12 304144 531 20 0 5.0 556 1103 -991 119 60 20 0 0 40 44 0 10 8242.95 303210 502 20 0 5.0 527 1045 -934 118 59 20 0 0 39 80 0 11 8242.76 302167 550 20 0 5.0 575 1093 -1043 57 30 20 0 0 10 22 0 12 8242.60 301291 517 20 0 5.0 542 1075 -876 206 104 20 0 0 84 109 0 13 8242.41 300252 514 21 0 5.0 540 1071 -1039 39 20 20 0 0 0 16 0 14 8242.23 299270 532 21 0 5.0 558 1107 -982 132 67 20 0 0 47 71 0 15 8242.04 298235 536 21 0 5.0 562 1115 -1035 87 44 20 0 0 24 22 0 16 8241.87 297310 508 21 0 5.0 534 1059 -925 141 71 20 0 0 51 74 0 17 8241.71 296441 449 21 0 5.0 475 942 -869 80 40 20 0 0 20 60 0 18 8241.55 295574 484 21 0 5.0 510 1012 -867 152 77 20 0 0 57 102 0 19 8241.38 294654 508 21 0 5.0 534 1059 -920 146 74 20 0 0 54 62 0 20 8241.25 293951 474 21 0 5.0 500 992 -703 296 149 20 0 0 129 192 0 21 8241.12 293249 440 21 0 5.0 466 924 -702 229 115 20 0 0 95 193 0 22 8241.00 292602 429 21 0 5.0 455 902 -647 262 132 20 0 0 112 175 0 23 8240.87 291902 453 21 0 5.0 479 950 -700 257 130 20 0 0 110 193 0 24 8240.81 291579 340 21 0 5.0 366 726 -323 410 207 20 0 0 187 344 0 25 8240.67 290827 503 21 0 5.0 529 1049 -752 304 153 20 0 0 133 194 0 26 8240.56 290236 447 21 0 5.0 473 938 -591 354 178 20 0 0 158 234 0 27 8240.48 289807 421 21 0 5.0 447 887 -429 465 234 20 113 0 101 206 0 28 8240.43 289539 389 20 0 5.0 414 821 -268 560 282 20 215 0 47 215 0 29 8240.59 290397 185 21 0 5.0 211 419 858 1284 647 20 448 0 179 329 0 30 8240.62 290558 465 20 0 5.0 490 972 161 1140 575 20 360 0 195 234 0 31 8240.59 290397 337 20 0 5.0 362 718 -161 564 284 20 137 0 127 184 0 TOTAL CFS 14526 636 0 155.0 15317 4143 620 1273 0 2250 3754 0 TOTAL AF -22335 28768 1270 0 307.0 30333 30333 -22335 8215 8215 1238 2525 0 4460 7445 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 04/09/07 WATER AND POWER CONTROL DIVISION TIME: 13:08:30 LOVELAND, COLORADO MARCH 2007 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. 530 2706 1 30.19 73.02 550 2716 30 848.9 428.0 0.00 799.3 403.0 17.0 27.0 0 0 0 0.00 20 13 2 29.82 72.91 537 2697 -32 989.8 499.0 0.00 1005.6 507.0 20.0 28.0 0 0 0 0.00 19 11 3 29.87 72.78 539 2675 -20 989.8 499.0 0.00 993.7 501.0 19.0 27.0 0 0 0 0.00 31 14 4 29.69 72.69 533 2660 -21 989.8 499.0 0.00 997.7 503.0 20.0 27.0 0 0 0 0.00 52 13 5 30.22 72.51 551 2629 -13 989.8 499.0 0.00 993.7 501.0 21.0 26.0 0 0 0 0.00 55 26 6 30.96 72.31 577 2596 -7 987.8 498.0 0.00 989.8 499.0 23.0 26.0 0 0 0 0.00 54 22 7 31.36 72.18 592 2574 -7 987.8 498.0 0.00 991.7 500.0 24.0 26.0 0 0 0 0.00 52 24 8 31.70 72.11 604 2562 0 1015.5 512.0 0.00 1013.6 511.0 25.0 26.0 0 0 0 0.00 47 27 9 32.27 71.93 625 2532 -9 1041.3 525.0 0.00 1043.3 526.0 22.0 26.0 0 0 0 0.00 47 31 10 32.71 71.90 641 2527 11 1041.3 525.0 0.00 1035.4 522.0 28.0 26.0 0 0 0 0.14 41 28 11 31.34 72.26 591 2587 10 999.8 526.0 0.00 990.3 521.0 26.0 26.0 0 0 0 0.00 54 20 12 31.86 72.19 610 2576 8 1043.3 526.0 0.00 1039.3 524.0 28.0 26.0 0 0 0 0.00 62 27 13 31.28 72.45 589 2619 22 1043.3 526.0 0.00 1039.3 524.0 35.0 26.0 0 0 0 0.00 63 27 14 30.42 72.71 558 2663 13 1039.3 524.0 0.00 1047.3 528.0 36.0 26.0 0 0 0 0.00 58 39 15 29.54 73.07 528 2725 32 1013.6 511.0 0.00 1005.6 507.0 39.0 27.0 0 0 0 0.00 47 24 16 28.52 73.28 493 2761 1 993.7 501.0 0.00 1001.7 505.0 31.0 27.0 0 0 0 0.00 57 23 17 31.88 72.43 611 2616 -27 991.7 500.0 0.00 1015.5 512.0 33.0 35.0 0 0 0 0.00 62 38 18 31.18 72.44 585 2618 -24 989.8 499.0 0.00 1025.5 517.0 41.0 35.0 0 0 0 0.00 63 31 19 30.63 72.47 566 2623 -14 991.7 500.0 0.00 1023.5 516.0 44.0 35.0 0 0 0 0.00 53 30 20 30.70 72.40 568 2611 -10 991.7 500.0 0.00 1023.5 516.0 46.0 35.0 0 0 0 0.00 60 29 21 28.26 72.78 484 2675 -20 993.7 501.0 0.00 1033.4 521.0 50.0 40.0 0 0 0 0.00 53 37 22 27.26 72.85 452 2687 -20 993.7 501.0 0.00 1019.5 514.0 48.0 45.0 0 0 0 0.00 59 30 23 26.94 72.93 442 2701 4 993.7 501.0 0.00 1019.5 514.0 60.0 45.0 0 0 0 0.43 54 28 24 26.67 73.08 434 2726 17 995.7 502.0 0.00 1031.4 520.0 77.0 51.0 0 0 0 0.73 36 32 25 29.44 72.28 524 2591 -45 1001.7 505.0 0.00 1027.4 518.0 68.0 78.0 0 0 0 0.00 54 35 26 30.82 71.84 572 2518 -25 1001.7 505.0 0.00 1033.4 521.0 71.0 68.0 0 0 0 0.03 54 40 27 32.79 71.28 644 2426 -20 1025.5 517.0 0.00 1025.5 517.0 69.0 79.0 0 0 0 0.01 50 36 28 33.08 71.20 655 2413 -2 1027.4 518.0 0.00 1023.5 516.0 71.0 74.0 0 0 0 0.00 49 33 29 31.42 71.64 594 2485 11 904.5 456.0 0.00 894.5 451.0 76.0 76.0 0 0 0 0.11 34 23 30 25.50 72.42 398 2614 -67 795.4 401.0 0.00 793.4 400.0 70.0 105.0 0 0 0 0.00 37 19 31 27.37 72.34 456 2601 45 848.9 428.0 0.00 741.8 374.0 68.0 100.0 0 0 0 0.00 45 29 TOTAL CFS 15430.0 15509.0 1306.0 1324.0 0 TOTAL AF -74 -105 -179 0.00 2588. 2624. 0 0 0 1.45 49 27 30561.5 30718.6 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 04/09/07 WATER AND POWER CONTROL DIVISION TIME: 13:08:30 LOVELAND, COLORADO MARCH 2007 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) 1 428.0 0.0 0.0 15.0 445.0 883 403.0 27.0 430.0 853 30 17.0 2 499.0 0.0 0.0 15.0 519.0 1029 507.0 28.0 535.0 1061 -32 20.0 3 499.0 0.0 0.0 15.0 518.0 1027 501.0 27.0 528.0 1047 -20 19.0 4 499.0 0.0 0.0 15.0 519.0 1029 503.0 27.0 530.0 1051 -21 20.0 5 499.0 0.0 0.0 15.0 520.0 1031 501.0 26.0 527.0 1045 -13 21.0 6 498.0 0.0 0.0 15.0 521.0 1033 499.0 26.0 525.0 1041 -7 23.0 7 498.0 0.0 0.0 15.0 522.0 1035 500.0 26.0 526.0 1043 -7 24.0 8 512.0 0.0 0.0 15.0 537.0 1065 511.0 26.0 537.0 1065 0 25.0 9 525.0 0.0 0.0 15.0 547.0 1085 526.0 26.0 552.0 1095 -9 22.0 10 525.0 0.0 0.0 15.0 553.0 1097 522.0 26.0 548.0 1087 11 28.0 11 526.0 0.0 0.0 15.0 552.0 1049 521.0 26.0 547.0 1040 10 26.0 12 526.0 0.0 0.0 15.0 554.0 1099 524.0 26.0 550.0 1091 8 28.0 13 526.0 0.0 0.0 15.0 561.0 1113 524.0 26.0 550.0 1091 22 35.0 14 524.0 0.0 0.0 15.0 560.0 1111 528.0 26.0 554.0 1099 13 36.0 15 511.0 0.0 0.0 15.0 550.0 1091 507.0 27.0 534.0 1059 32 39.0 16 501.0 0.0 0.0 15.0 532.0 1055 505.0 27.0 532.0 1055 1 31.0 17 500.0 0.0 0.0 15.0 533.0 1057 512.0 35.0 547.0 1085 -27 33.0 18 499.0 0.0 0.0 15.0 540.0 1071 517.0 35.0 552.0 1095 -24 41.0 19 500.0 0.0 0.0 15.0 544.0 1079 516.0 35.0 551.0 1093 -14 44.0 20 500.0 0.0 0.0 15.0 546.0 1083 516.0 35.0 551.0 1093 -10 46.0 21 501.0 0.0 0.0 15.0 551.0 1093 521.0 40.0 561.0 1113 -20 50.0 22 501.0 0.0 0.0 37.0 549.0 1089 514.0 45.0 559.0 1109 -20 48.0 23 501.0 0.0 0.0 41.0 561.0 1113 514.0 45.0 559.0 1109 4 60.0 24 502.0 0.0 0.0 61.0 579.0 1148 520.0 51.0 571.0 1133 17 77.0 25 505.0 0.0 0.0 59.0 573.0 1137 518.0 78.0 596.0 1182 -45 68.0 26 505.0 0.0 0.0 60.0 576.0 1142 521.0 68.0 589.0 1168 -25 71.0 27 517.0 0.0 0.0 59.0 586.0 1162 517.0 79.0 596.0 1182 -20 69.0 28 518.0 0.0 0.0 59.0 589.0 1168 516.0 74.0 590.0 1170 -2 71.0 29 456.0 0.0 0.0 56.0 532.0 1055 451.0 76.0 527.0 1045 11 76.0 30 401.0 0.0 0.0 51.0 471.0 934 400.0 105.0 505.0 1002 -67 70.0 31 428.0 0.0 0.0 47.0 496.0 984 374.0 100.0 474.0 940 45 68.0 TOTAL CFS 15430.0 0.0 845.0 16736.0 15509.0 1324.0 16833.0 1306.0 AF 30561.5 0.0 0.0 1674.8 33149.7 33147 30718.6 2624.0 33342.5 33342 -179 2588.3 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 04/09/07 WATER AND POWER CONTROL DIVISION TIME: 13:08:30 LOVELAND, COLORADO MARCH 2007 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 1601 676 46250 112823 1 75.9 1802 65.8 459 128.0 282.6 452.9 228.3 0.0 181.1 0.0 0.0 67.3 5693.50 46628 5406.69 113080 0 2 75.8 1794 66.0 467 224.0 283.6 789.9 398.2 0.0 181.9 0.0 0.0 65.6 5694.41 47394 5406.76 113200 0 3 75.1 1734 68.0 546 225.0 284.4 791.1 398.8 0.0 182.7 0.0 0.0 67.1 5695.22 48081 5406.84 113337 0 4 74.6 1691 69.1 593 225.0 285.2 788.9 397.8 0.0 183.4 0.0 0.0 68.7 5695.97 48719 5406.93 113491 0 5 74.2 1658 69.6 614 224.0 286.1 783.0 394.8 0.0 184.2 0.0 0.0 69.4 5696.83 49455 5407.00 113612 0 6 73.7 1617 70.2 640 224.0 286.9 780.7 393.6 0.0 184.9 0.0 0.0 70.0 5697.63 50143 5407.10 113783 0 7 73.3 1585 70.5 654 224.0 287.7 778.5 392.5 0.0 185.6 0.0 0.0 70.5 5698.38 50791 5407.21 113973 0 8 73.2 1578 70.4 649 225.0 288.6 779.5 393.0 0.0 186.3 0.0 0.0 70.4 5699.24 51538 5407.32 114162 0 9 73.6 1609 70.4 649 224.0 289.4 774.1 390.3 0.0 187.0 0.0 0.0 70.4 5699.93 52140 5407.40 114300 0 10 73.8 1625 70.4 649 224.0 290.3 771.7 389.1 0.0 187.7 0.0 0.0 70.4 5700.75 52859 5407.50 114472 0 11 74.0 1642 70.6 658 215.0 290.9 739.1 388.8 0.0 188.2 0.0 0.0 70.5 5701.34 53379 5407.62 114679 0 12 74.2 1658 70.8 667 223.0 291.8 764.3 385.3 0.0 189.0 0.0 0.0 70.7 5702.16 54104 5407.72 114852 0 13 74.5 1683 70.9 672 224.0 292.7 765.4 385.9 0.0 189.7 0.0 0.0 70.9 5702.96 54815 5407.83 115042 0 14 74.7 1700 71.4 694 223.0 293.4 760.1 383.2 0.0 190.2 0.0 0.0 71.1 5703.62 55404 5407.91 115180 0 15 74.6 1691 71.0 676 223.0 294.3 757.7 382.0 0.0 191.0 0.0 0.0 71.3 5704.47 56166 5408.06 115440 0 16 74.3 1666 70.2 640 222.0 295.0 752.5 379.4 0.0 191.5 0.0 0.0 70.6 5705.08 56715 5408.24 115752 0 17 74.3 1666 69.8 623 223.0 295.9 753.6 380.0 0.0 192.2 0.0 0.0 70.0 5705.88 57439 5408.35 115943 0 18 74.4 1675 69.3 601 222.0 296.6 748.4 377.3 0.0 192.7 0.0 0.0 69.5 5706.52 58020 5408.47 116151 0 19 74.4 1675 68.9 584 222.0 297.5 746.3 376.3 0.0 193.4 0.0 0.0 69.1 5707.27 58704 5408.59 116360 0 20 74.5 1683 69.4 606 222.0 298.2 744.4 375.3 0.0 194.0 0.0 0.0 69.0 5707.94 59317 5408.71 116569 0 21 74.6 1691 70.1 636 221.0 299.0 739.0 372.6 0.0 194.6 0.0 0.0 69.8 5708.65 59970 5408.79 116708 0 22 74.6 1691 70.3 645 222.0 299.8 740.5 373.3 0.0 195.1 0.0 0.0 70.4 5709.30 60570 5408.94 116969 0 23 74.7 1700 69.9 627 221.0 300.6 735.2 370.7 0.0 195.7 0.0 0.0 70.0 5710.01 61228 5409.11 117266 0 24 75.0 1725 69.6 614 221.0 301.5 733.1 369.6 0.0 196.3 0.0 0.0 69.8 5710.76 61926 5409.32 117633 0 25 75.4 1759 69.0 588 221.0 302.4 730.9 368.5 0.0 196.9 0.0 0.0 69.3 5711.51 62627 5409.48 117913 0 26 75.8 1794 68.4 563 221.0 303.1 729.1 367.6 0.0 197.5 0.0 0.0 68.6 5712.17 63246 5409.68 118263 0 27 76.2 1829 67.9 542 220.0 303.9 723.9 365.0 0.0 198.0 0.0 0.0 68.3 5712.82 63858 5409.79 118456 0 28 76.5 1855 68.0 546 219.0 304.6 718.9 362.5 0.0 198.5 0.0 0.0 67.6 5713.43 64435 5409.92 118684 0 29 76.1 1820 69.0 588 220.0 305.3 720.5 363.3 0.0 199.0 0.0 0.0 68.2 5714.03 65004 5409.97 118772 0 30 75.7 1785 71.4 694 221.0 306.2 721.8 363.9 0.0 199.5 0.0 0.0 70.7 5714.73 65670 5409.99 118807 0 31 76.5 1855 69.9 627 220.0 307.0 716.7 361.3 0.0 200.0 0.0 0.0 70.6 5715.39 66301 5409.96 118755 0 TOTAL CFS 11628.1 TOTAL AF 254 -49 6793.0 23031.923031.9 0.0 0.0 0.0 20051 5932 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 04/09/07 WATER AND POWER CONTROL DIVISION TIME: 13:08:30 LOVELAND, COLORADO MARCH 2007 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 0.00 175.00 2 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 121.00 3 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 98.00 4 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 109.00 5 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 112.00 6 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 113.00 7 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 120.00 8 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 125.00 9 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 125.00 10 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 125.00 11 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 125.05 12 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 125.00 13 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 126.00 14 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 127.00 15 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 141.00 16 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 150.00 17 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 150.00 18 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 150.00 19 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 151.00 20 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 136.00 21 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 128.00 22 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 140.00 23 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 157.00 24 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 158.00 25 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 159.00 26 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 156.00 27 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 155.00 28 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 153.00 29 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 100.00 30 0.00 0.00 0.00 0.00 0.00 0.00 14.00 0.00 0.00 25.00 31 0.00 0.00 0.00 0.00 0.00 0.00 23.00 0.00 0.00 22.00 TOTAL CFS 0.00 0.00 0.00 0.00 0.00 0.00 37.00 0.00 0.00 3957.05 TOTAL AF 0.00 0.00 0.00 0.00 0.00 0.00 73.39 0.00 0.00 7838.36 ADJUSTMENT AF 9.80 TOTAL FLOW OR DELIVERY AF 7828.56 METERED DELIVERY AF 1429.50 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 04/09/07 WATER AND POWER CONTROL DIVISION TIME: 13:08:30 LOVELAND, COLORADO MARCH 2007 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) 10355.00 1 0.00 0.00 0.00 1.00 0.00 0.00 1.00 10357.00 2 0.00 0.00 0.00 1.00 0.00 0.00 1.00 10359.00 3 0.00 0.00 0.00 1.00 0.00 0.00 1.00 10361.00 4 0.00 0.00 0.00 1.00 0.00 0.00 1.00 10363.00 5 0.00 0.00 0.00 1.00 0.00 0.00 1.00 10365.00 6 0.00 0.00 0.00 1.00 0.00 0.00 1.00 10367.00 7 0.00 0.00 0.00 1.00 0.00 0.00 1.00 10369.00 8 0.00 0.00 0.00 1.00 0.00 0.00 1.00 10371.00 9 0.00 0.00 0.00 1.00 0.00 0.00 1.00 10373.00 10 0.00 0.00 0.00 1.00 0.00 0.00 1.00 10375.00 11 0.00 0.00 0.00 0.95 0.00 0.00 0.95 10376.90 12 0.00 0.00 0.00 1.00 0.00 0.00 1.00 10378.90 13 0.00 0.00 0.00 1.00 0.00 0.00 1.00 10380.90 14 0.00 0.00 0.00 1.00 0.00 0.00 1.00 10382.90 15 0.00 0.00 0.00 1.00 0.00 0.00 1.00 10384.90 16 0.00 0.00 0.00 1.00 0.00 0.00 1.00 10386.90 17 0.00 0.00 0.00 1.00 0.00 0.00 1.00 10388.90 18 0.00 0.00 0.00 1.00 0.00 0.00 1.00 10390.90 19 0.00 0.00 0.00 1.00 0.00 0.00 1.00 10392.90 20 0.00 0.00 0.00 1.00 0.00 0.00 1.00 10394.90 21 0.00 0.00 0.00 1.00 0.00 0.00 1.00 10396.90 22 0.00 0.00 0.00 1.00 0.00 0.00 1.00 10398.90 23 0.00 0.00 0.00 1.00 0.00 0.00 1.00 10400.90 24 0.00 0.00 0.00 1.00 0.00 0.00 1.00 10402.90 25 0.00 0.00 0.00 1.00 0.00 0.00 1.00 10404.90 26 0.00 0.00 0.00 1.00 0.00 0.00 1.00 10406.90 27 0.00 0.00 0.00 1.00 0.00 0.00 1.00 10408.90 28 0.00 0.00 0.00 1.00 0.00 0.00 1.00 10410.90 29 0.00 0.00 0.00 1.00 0.00 0.00 1.00 10412.90 30 0.00 0.00 0.00 1.00 0.00 0.00 1.00 10414.90 31 0.00 0.00 0.00 1.00 0.00 0.00 1.00 10416.90 TOTAL CFS 0.00 0.00 0.00 30.95 0.00 0.00 30.95 TOTAL AF 0.00 0.00 0.00 61.90 0.00 0.00 61.90 10416.90 METERED DELIVERY AF 3.90 1690.90 9.80 0.00 1358.40 3063.00 13479.90 TOTAL FLOW OR DELIVERY AF * 3.90 1690.90 0.00 71.70 0.00 1358.40 3124.90 13479.90 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 2007 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 0.04 0.00 2. 0. 0.04 0.06 8. 2. 0.00 0.23 0.00 0. 0.00 0. 2 0.02 0.00 2. 0. 0.00 0.12 8. 2. 0.00 0.00 0.00 0. 0.00 0. 3 0.00 0.00 2. 0. 0.00 0.00 8. 2. 0.00 0.00 0.00 0. 0.00 0. 4 0.00 0.00 2. 0. 0.00 0.00 8. 2. 0.00 0.00 0.00 0. 0.00 0. 5 0.00 0.00 2. 0. 0.00 0.00 7. 2. 0.00 0.00 0.00 0. 0.00 0. 6 0.00 0.00 2. 0. 0.00 0.00 7. 2. 0.00 0.00 0.00 0. 0.00 0. 7 0.00 0.00 2. 0. 0.00 0.00 7. 2. 0.00 0.00 0.00 0. 0.00 0. 8 0.06 0.00 2. 0. 0.08 0.02 7. 2. 0.00 0.00 0.00 0. 0.00 0. 9 0.01 0.00 2. 0. 0.00 0.00 7. 2. 0.00 0.00 0.00 0. 0.00 0. 10 0.11 0.00 2. 0. 0.09 0.06 7. 2. 0.14 0.00 0.00 0. 0.07 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 10. 0.00 20. 14 0.09 0.00 2. 0. 0.00 0.00 7. 2. 0.00 0.00 0.00 7. 0.00 14. 15 0.00 0.00 2. 0. 0.00 0.00 7. 2. 0.00 0.00 0.00 4. 0.00 7. 16 0.00 0.00 2. 0. 0.00 0.00 7. 2. 0.00 0.00 0.00 7. 0.00 14. 17 0.00 0.00 2. 0. 0.00 0.00 7. 2. 0.00 0.00 0.00 9. 0.00 18. 18 0.00 0.00 2. 0. 0.00 0.00 7. 2. 0.00 0.00 0.00 11. 0.00 21. 19 0.00 0.00 2. 0. 0.00 0.00 7. 2. 0.00 0.00 0.00 12. 0.00 22. 20 0.00 0.00 2. 0. 0.00 0.00 7. 2. 0.00 0.00 0.00 11. 0.00 21. 21 0.00 0.00 2. 0. 0.00 0.00 7. 2. 0.00 0.00 0.00 11. 0.00 20. 22 0.00 0.00 2. 0. 0.00 0.00 7. 2. 0.00 0.00 0.00 5. 0.00 8. 23 0.00 0.00 2. 0. 0.00 0.00 7. 2. 0.43 0.00 0.00 20. 0.19 11. 24 0.42 0.00 2. 0. 0.39 0.34 7. 2. 0.73 0.00 0.00 61. 1.04 -38. 25 0.00 0.23 2. 0. 0.00 0.22 7. 2. 0.00 0.00 1.53 -113. 0.00 12. 26 0.00 0.00 2. 0. 0.00 0.00 7. 2. 0.03 0.97 0.16 -8. 0.00 9. 27 0.00 0.03 2. 0. 0.00 0.00 7. 2. 0.01 0.00 0.01 15. 0.18 4. 28 0.05 0.34 2. 0. 0.00 0.00 7. 2. 0.00 0.00 0.28 -7. 0.00 28. 29 0.04 0.00 2. 0. 0.07 0.01 7. 2. 0.11 0.26 0.00 12. 0.11 6. 30 0.03 0.00 2. 0. 0.05 0.01 7. 2. 0.00 0.00 0.00 2. 0.00 4. 31 0.00 0.00 2. 0. 0.01 0.02 7. 2. 0.00 0.00 0.00 9. 0.00 16. TOTALS 0.87 0.60 54. 11. 0.73 0.86 229. 77. 1.45 1.46 1.98 78. 1.59 217. 1 UPPER COLORADO RIVER DAILY DATA COLLECTION FOR MARCH 2007 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 68 25 15 -15 0.04 16 9 118 264 15 4 0.00 2 54 25 13 7 0.00 15 8 118 264 14 -11 0.00 3 40 25 19 -5 0.00 12 8 134 266 21 -10 0.00 4 52 25 28 -20 0.00 11 8 119 265 25 -1 0.00 5 25 25 39 -5 0.00 12 8 137 276 35 0 0.00 6 40 25 41 -3 0.00 10 9 148 299 34 9 0.00 7 61 25 43 5 0.00 11 8 152 309 41 9 0.00 8 59 25 43 5 0.08 15 8 150 308 38 8 0.00 9 44 25 44 3 0.00 13 8 143 306 43 20 0.00 10 80 25 42 23 0.09 20 8 156 305 37 20 0.00 11 22 25 47 19 0.00 17 9 148 304 44 15 0.00 12 109 25 44 9 0.00 14 8 167 303 43 15 0.00 13 16 26 47 11 0.00 16 8 178 302 46 16 0.00 14 71 26 49 20 0.00 14 8 186 301 54 21 0.00 15 22 26 44 23 0.00 26 8 193 302 48 19 0.00 16 74 26 49 15 0.00 30 9 199 301 52 22 0.00 17 60 26 51 17 0.00 34 8 205 301 57 23 0.00 18 102 26 55 15 0.00 38 8 224 301 58 24 0.00 19 62 26 55 20 0.00 48 8 218 301 58 24 0.00 20 192 26 55 19 0.00 56 8 238 334 49 26 0.00 21 193 26 50 27 0.00 53 8 260 349 54 25 0.00 22 175 26 50 23 0.00 46 7 249 350 51 24 0.00 23 193 26 52 22 0.00 57 7 263 351 37 31 0.00 24 344 26 45 32 0.39 62 7 269 351 33 31 0.00 25 194 26 47 31 0.00 48 7 258 353 50 23 0.23 26 234 26 55 21 0.00 46 8 257 352 51 31 0.00 27 206 26 53 32 0.00 50 8 263 351 53 25 0.03 28 215 25 54 32 0.00 49 9 235 354 34 13 0.34 29 329 26 37 15 0.07 44 10 259 352 25 1 0.00 30 234 25 43 3 0.05 37 10 233 352 32 16 0.00 31 184 25 40 22 0.01 51 10 233 352 36 20 0.00