1 PICK SLOAN MISSOURI BASIN PROGRAM UNITED STATES BUREAU OF RECLAMATION WESTERN DIVISION WATER AND POWER SYSTEM AS OF 02/22/01 WATER AND POWER CONTROL DIVISION TIME: 11:01:53 LOVELAND, COLORADO MARCH 1997 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) 217838 1 9004.94 217613 83 122 205 13 436 -225 211 106 0 106 0.00 32 0 0 68 2 9004.87 217416 83 122 205 13 436 -197 239 120 0 120 0.00 45 11 0 76 3 9004.80 217219 83 122 205 13 436 -197 239 120 0 120 0.20 25 10 0 72 4 9004.72 216994 83 122 205 9 428 -225 203 102 0 102 0.00 20 -5 0 62 5 9004.65 216797 83 103 186 6 384 -197 187 94 0 94 0.00 35 -3 0 85 6 9004.59 216628 90 76 166 7 346 -169 177 89 0 89 0.00 46 2 0 60 7 9004.55 216516 88 63 151 1 304 -112 192 96 0 96 0.00 41 5 0 86 8 9004.52 216432 82 69 151 0 302 -84 218 109 0 109 0.06 44 6 0 80 9 9004.47 216292 82 69 151 0 302 -140 162 81 0 81 0.00 43 9 0 79 10 9004.43 216180 87 64 151 0 302 -112 190 95 0 95 0.00 46 11 0 70 11 9004.39 216067 87 64 151 0 302 -113 189 95 0 95 0.00 55 14 0 86 12 9004.34 215927 88 63 151 0 302 -140 162 81 0 81 0.00 49 17 0 90 13 9004.28 215759 90 61 151 0 302 -168 134 67 0 67 0.00 42 12 0 92 14 9004.24 215648 90 61 151 0 302 -111 191 96 0 96 0.05 33 11 0 84 15 9004.21 215564 90 61 151 0 302 -84 218 109 0 109 0.00 47 26 0 80 16 9004.16 215424 90 61 151 0 302 -140 162 81 0 81 0.00 50 22 0 87 17 9004.12 215312 90 61 151 0 302 -112 190 95 0 95 0.02 45 15 0 133 18 9004.09 215228 94 39 133 0 266 -84 182 91 0 91 0.00 44 15 0 112 19 9004.02 215033 101 2 103 59 324 -195 129 65 0 65 0.00 51 18 0 131 20 9003.97 214894 101 0 101 69 340 -139 201 101 0 101 0.00 60 21 0 173 21 9003.97 214894 101 0 101 7 216 0 216 108 0 108 0.00 57 19 0 170 22 9004.00 214977 101 0 101 0 202 83 285 143 0 143 0.00 53 20 0 170 23 9004.03 215061 101 0 101 0 202 84 286 143 0 143 0.00 55 24 0 172 24 9004.05 215117 101 0 101 4 210 56 266 133 0 133 0.02 36 6 0 73 25 9004.08 215201 98 4 102 0 204 84 288 144 0 144 0.00 40 10 0 114 26 9004.09 215228 101 0 101 0 202 27 229 115 0 115 0.00 53 17 0 128 27 9004.12 215312 101 0 101 4 210 84 294 147 0 147 0.00 48 9 0 152 28 9004.19 215508 101 0 101 0 202 196 398 199 0 199 0.08 49 17 0 153 29 9004.20 215536 101 0 101 0 202 28 230 115 0 115 0.00 33 5 0 149 30 9004.24 215648 101 0 101 0 202 112 314 157 0 157 0.00 50 13 0 154 31 9004.28 215759 101 0 101 0 202 111 313 157 0 157 0.04 52 16 0 216 TOTAL CFS 2873 1409 4282 205 3454 0 3454 3457 TOTAL AF -2079 5746 2818 8564 410 8974 -2079 6895 6895 0 6908 0.47 44 12 0 6914 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 02/22/01 WATER AND POWER CONTROL DIVISION TIME: 11:01:53 LOVELAND, COLORADO MARCH 1997 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) 82847 1 7909.13 82587 404 0 404 801 -260 542 273 -100 0 173 0.00 29 0 1154 2 7908.95 82341 405 0 405 803 -246 558 281 -86 0 195 0.08 43 3 1162 3 7908.76 82085 406 0 406 805 -256 550 277 -86 0 191 0.38 34 13 1159 4 7908.53 81774 423 0 423 839 -311 529 267 -104 0 163 0.00 30 -10 1183 5 7908.27 81422 448 0 448 889 -352 538 271 -93 0 178 0.00 37 -6 1175 6 7907.94 80977 450 0 450 893 -445 449 226 -78 0 148 0.00 30 1 1254 7 7907.62 80549 452 0 452 897 -428 470 237 -55 0 182 0.00 43 9 1275 8 7907.29 80108 453 0 453 899 -441 459 231 -42 0 189 0.00 46 5 1285 9 7906.96 79667 452 0 452 897 -441 457 230 -70 0 160 0.00 37 15 1317 10 7906.61 79205 453 0 453 899 -462 438 221 -56 0 165 0.00 53 16 1348 11 7906.29 78782 450 0 450 893 -423 471 237 -57 0 180 0.00 48 18 1382 12 7905.98 78373 447 0 447 887 -409 479 241 -70 0 171 0.00 56 17 1438 13 7905.66 77955 453 0 453 899 -418 482 243 -84 0 159 0.00 44 18 1487 14 7905.33 77524 452 0 452 897 -431 467 235 -56 0 179 0.00 36 26 1426 15 7905.00 77093 448 0 448 889 -431 459 231 -42 0 189 0.00 49 28 1403 16 7904.68 76680 446 0 446 885 -413 473 238 -70 0 168 0.00 54 25 1527 17 7904.42 76344 453 0 453 899 -336 564 284 -56 0 228 0.09 52 22 1873 18 7904.09 75918 459 0 459 910 -426 485 245 -42 0 203 0.00 50 19 1906 19 7903.79 75534 371 56 427 847 -384 464 234 -39 0 195 0.00 54 23 1822 20 7903.51 75177 453 0 453 899 -357 543 274 -1 0 273 0.00 58 24 1776 21 7903.23 74819 451 0 451 895 -358 538 271 7 0 278 0.00 57 23 1870 22 7902.95 74463 450 0 450 893 -356 538 271 42 0 313 0.00 58 26 1961 23 7902.67 74111 450 0 450 893 -352 542 273 42 0 315 0.00 57 27 2072 24 7902.23 73557 453 0 453 899 -554 346 174 32 0 206 0.25 41 4 2239 25 7901.82 73043 475 0 475 942 -514 429 216 42 0 258 0.00 46 16 2189 26 7901.38 72495 505 0 505 1002 -548 455 229 14 0 243 0.00 57 21 1989 27 7900.98 71997 503 0 503 998 -498 501 253 46 0 299 0.00 50 15 1989 28 7900.58 71506 501 0 501 994 -491 504 254 98 0 352 0.00 51 20 2025 29 7900.17 71003 503 0 503 998 -503 496 250 14 0 264 0.00 36 12 2088 30 7899.77 70515 500 0 500 992 -488 505 255 56 0 311 0.24 53 20 1988 31 7899.47 70151 500 0 500 992 -364 629 317 56 0 373 0.15 58 22 1939 TOTAL CFS 14069 56 14125 7739 -838 0 6901 50701 TOTAL AF -12696 27914 111 28025 28025 -12696 15360 15348 -1663 0 13688 1.19 47 15 100564 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 02/22/01 WATER AND POWER CONTROL DIVISION TIME: 11:01:53 LOVELAND, COLORADO MARCH 1997 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) 9073 1 8124.80 9086 7 0 0 0 0 0 7 14 13 27 14 2 8124.85 9099 7 0 0 0 0 0 7 14 13 27 14 3 8124.91 9115 7 0 0 0 0 0 7 14 16 30 15 4 8124.98 9134 7 0 0 1 0 0 8 16 19 35 18 5 8125.03 9147 7 0 0 1 0 0 8 16 13 29 15 6 8125.08 9161 7 0 0 0 0 0 7 14 14 28 14 7 8125.12 9171 7 0 0 0 0 0 7 14 10 24 12 8 8125.16 9182 7 0 0 0 0 0 7 14 11 25 13 9 8125.21 9195 7 0 0 1 0 0 8 16 13 29 15 10 8125.26 9208 7 0 0 0 0 0 7 14 13 27 14 11 8125.31 9222 7 0 0 0 0 0 7 14 14 28 14 12 8125.36 9235 7 0 0 0 0 0 7 14 13 27 14 13 8125.42 9251 7 0 0 0 0 0 7 14 16 30 15 14 8125.49 9270 7 0 0 1 0 0 8 16 19 35 18 15 8125.56 9289 7 0 0 0 0 0 7 14 19 33 17 16 8125.65 9313 7 0 0 0 0 0 7 14 24 38 19 17 8125.77 9345 7 0 0 0 0 0 7 14 32 46 23 18 8125.88 9375 7 0 0 0 0 0 7 14 30 44 22 19 8126.00 9408 7 0 0 1 0 0 8 16 33 49 25 20 8126.15 9449 11 0 0 0 0 0 11 22 41 63 32 21 8125.92 9386 97 0 0 0 0 0 97 192 -63 129 65 22 8125.38 9240 151 0 0 0 0 0 151 300 -146 154 78 23 8124.50 9007 184 0 0 0 0 0 184 365 -233 132 67 24 8123.56 8764 179 0 0 1 0 0 180 357 -243 114 57 25 8122.71 8549 165 0 0 0 0 0 165 327 -215 112 56 26 8121.63 8283 172 0 0 0 0 0 172 341 -266 75 38 27 8120.42 7995 178 0 0 0 0 0 178 353 -288 65 33 28 8119.34 7744 159 0 0 0 0 0 159 315 -251 64 32 29 8118.34 7519 151 0 0 1 0 0 152 301 -225 76 38 30 8117.26 7283 151 0 0 0 0 0 151 300 -236 64 32 31 8117.03 7234 77 0 0 0 0 0 77 153 -49 104 52 TOTAL CFS 1808 0 0 7 0 0 1815 891 TOTAL AF -1839 3589 0 0 14 0 0 3602 3602 -1839 1763 1763 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 02/22/01 WATER AND POWER CONTROL DIVISION TIME: 11:01:53 LOVELAND, COLORADO MARCH 1997 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 02/22/01 WATER AND POWER CONTROL DIVISION TIME: 11:01:53 LOVELAND, COLORADO MARCH 1997 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 17754 1 8366.51 8366.69 17707 409 20 429 851 -47 806 797 9 5 0.00 0.05 24 -8 2 8366.54 8366.71 17749 413 20 433 859 42 903 875 28 14 0.00 0.00 39 -7 3 8366.57 8366.74 17804 412 20 432 857 55 914 871 43 22 0.02 0.03 38 15 4 8366.56 8366.67 17706 368 20 388 770 -98 674 589 85 43 0.16 0.21 24 13 5 8366.54 8366.71 17749 341 20 361 716 43 761 746 15 8 0.00 0.02 29 -10 6 8366.54 8366.71 17749 403 20 423 839 0 841 833 8 4 0.00 0.00 37 -15 7 8366.54 8366.73 17775 424 20 444 881 26 909 900 9 5 0.00 0.00 39 -8 8 8366.50 8366.70 17716 505 20 525 1041 -59 984 980 4 2 0.00 0.00 41 -5 9 8366.55 8366.73 17780 435 20 455 902 64 968 934 34 17 0.01 0.00 38 0 10 8366.56 8366.74 17799 412 20 432 857 19 878 843 35 18 0.00 0.00 43 2 11 8366.59 8366.76 17840 406 20 426 845 41 888 873 15 8 0.00 0.00 51 0 12 8366.55 8366.73 17780 403 20 423 839 -60 781 748 33 17 0.00 0.00 49 2 13 8366.57 8366.73 17790 392 20 412 817 10 829 823 6 3 0.00 0.00 42 8 14 8366.63 8366.71 17795 352 20 372 738 5 745 639 106 53 0.00 0.07 33 13 15 8366.65 8366.71 17805 12 20 32 63 10 75 0 75 38 0.01 0.04 45 24 16 8366.64 8366.71 17800 17 20 37 73 -5 70 0 70 35 0.00 0.00 48 21 17 8366.61 8366.69 17758 9 20 29 58 -42 18 0 18 9 0.00 0.00 47 17 18 8366.61 8366.69 17758 8 20 28 56 0 58 0 58 29 0.00 0.00 43 24 19 8366.63 8366.73 17821 9 20 29 58 63 123 79 44 22 0.00 0.00 50 12 20 8366.64 8366.73 17826 0 20 20 40 5 47 0 47 24 0.00 0.00 53 15 21 8366.64 8366.73 17826 0 20 20 40 0 42 0 42 21 0.00 0.00 53 17 22 8366.64 8366.73 17826 8 20 28 56 0 58 0 58 29 0.00 0.00 48 18 23 8366.65 8366.74 17845 8 20 28 56 19 77 0 77 39 0.00 0.00 52 20 24 8366.66 8366.75 17863 7 20 27 54 18 74 0 74 37 0.05 0.09 43 21 25 8366.67 8366.78 17908 7 20 27 54 45 101 0 101 51 0.00 0.00 40 1 26 8366.69 8366.80 17945 8 20 28 56 37 95 0 95 48 0.00 0.00 50 8 27 8366.70 8366.76 17897 8 93 101 200 -48 154 0 154 78 0.00 0.00 52 15 28 8366.68 8366.75 17873 5 129 134 266 -24 244 0 244 123 0.00 0.00 47 13 29 8366.67 8366.74 17855 4 129 133 264 -18 248 0 248 125 0.14 0.04 44 21 30 8366.66 8366.75 17863 4 65 69 137 8 147 0 147 74 0.00 0.00 46 3 31 8366.66 8366.76 17876 4 52 56 111 13 126 0 126 64 0.00 0.00 52 13 TOTAL CFS 5793 988 6781 1065 43 8 TOTAL AF 122 11490.2 1968 13454 13454 122 13638 11530 2108 2115 0.39 0.55 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 02/22/01 WATER AND POWER CONTROL DIVISION TIME: 11:01:53 LOVELAND, COLORADO MARCH 1997 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) 432229 1 8264.34 431513 402 20 0 7.4 429 851 -716 143 72 20 0 0 52 57 0 2 8264.22 430732 441 20 0 7.4 468 928 -781 155 78 20 0 0 58 72 0 3 8264.10 429952 439 20 0 7.4 466 924 -780 152 77 20 0 0 57 79 0 4 8264.03 429498 297 20 0 7.4 324 643 -454 197 99 20 0 0 79 122 0 5 8263.92 428784 376 20 0 7.4 403 799 -714 93 47 20 0 0 27 35 0 6 8263.80 428006 420 20 0 7.4 447 887 -778 117 59 20 0 0 39 43 0 7 8263.68 427228 454 20 0 7.4 481 954 -778 184 93 20 0 0 73 78 0 8 8263.54 426322 494 20 0 7.4 521 1033 -906 135 68 20 0 0 48 50 0 9 8263.40 425417 471 20 0 7.4 498 988 -905 91 46 20 0 0 26 43 0 10 8263.27 424577 425 20 0 7.4 452 897 -840 65 33 20 0 0 13 31 0 11 8263.15 423802 440 20 0 7.4 467 926 -775 159 80 20 0 0 60 68 0 12 8263.04 423093 377 20 0 7.4 404 801 -709 100 50 20 0 0 30 47 0 13 8262.93 422384 415 20 0 7.4 442 877 -709 176 89 20 0 0 69 72 0 14 8262.84 421805 322 20 0 7.4 349 692 -579 121 61 20 0 0 41 94 0 15 8262.83 421741 0 20 0 7.4 27 54 -64 -1 0 20 0 0 -20 18 0 16 8262.84 421805 0 20 0 7.4 27 54 64 126 64 20 0 0 44 79 0 17 8262.85 421869 0 20 0 7.4 27 54 64 126 64 20 0 0 44 53 0 18 8262.85 421869 0 20 0 7.4 27 54 0 62 31 20 0 0 11 40 0 19 8262.85 421869 40 20 0 7.4 67 133 0 141 71 20 0 0 51 73 0 20 8262.86 421934 0 20 0 7.4 27 54 65 127 64 20 0 0 44 68 0 21 8262.87 421998 0 20 0 7.4 27 54 64 126 64 20 0 0 44 65 0 22 8262.89 422127 0 20 0 7.4 27 54 129 191 96 20 0 0 76 105 0 23 8262.91 422256 0 20 0 7.4 27 54 129 191 96 20 0 0 76 115 0 24 8262.95 422513 0 20 0 7.4 27 54 257 319 161 20 0 0 141 178 0 25 8262.97 422642 0 20 0 7.4 27 54 129 191 96 20 0 0 76 127 0 26 8262.97 422642 0 20 0 7.4 27 54 0 62 31 20 0 0 11 59 0 27 8263.00 422835 0 20 0 7.4 27 54 193 255 129 93 0 0 36 114 0 28 8263.04 423093 0 20 0 7.4 27 54 258 320 161 129 0 0 32 155 0 29 8263.08 423351 0 20 0 7.4 27 54 258 320 161 129 0 0 32 157 0 30 8263.10 423480 0 20 0 7.4 27 54 129 191 96 65 0 0 31 105 0 31 8263.13 423673 0 20 0 7.4 27 54 193 255 129 52 0 0 77 141 0 TOTAL CFS 5813 620 0 229.4 6650 2466 988 0 0 1478 2543 0 TOTAL AF -8556 11530 1240 0 455.0 13197 13197 -8556 4890 4890 1968 0 0 2931 5042 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 02/22/01 WATER AND POWER CONTROL DIVISION TIME: 11:01:53 LOVELAND, COLORADO MARCH 1997 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. 879 2330 1 38.70 70.63 877 2322 -10 811.2 409.0 0.00 821.2 414.0 25.0 25.0 0 0 0 0.00 34 -3 2 38.73 70.66 878 2326 5 819.2 413.0 0.00 825.1 416.0 30.0 25.0 0 0 0 0.00 50 27 3 38.63 70.76 874 2342 12 817.2 412.0 0.00 815.2 411.0 29.0 24.0 0 0 0 0.00 34 23 4 37.34 70.63 821 2322 -73 729.9 368.0 0.00 809.3 408.0 26.0 23.0 0 0 0 0.12 30 18 5 37.76 69.64 838 2168 -137 676.4 341.0 0.00 789.4 398.0 11.0 23.0 0 0 0 0.00 36 15 6 37.78 69.64 839 2168 1 799.3 403.0 0.00 807.3 407.0 29.0 25.0 0 0 0 0.00 50 25 7 35.71 70.52 756 2304 53 841.0 424.0 0.00 811.2 409.0 37.0 26.0 0 0 0 0.00 47 23 8 31.32 72.88 590 2692 222 1001.7 505.0 0.00 823.1 415.0 46.0 25.0 0 0 0 0.00 47 32 9 33.16 72.76 658 2672 48 862.8 435.0 0.00 837.0 422.0 35.0 24.0 0 0 0 0.00 49 28 10 36.99 71.86 807 2521 -2 817.2 412.0 0.00 807.3 407.0 18.0 24.0 0 0 0 0.00 55 37 11 37.70 71.77 836 2506 14 805.3 406.0 0.00 791.4 399.0 21.0 21.0 0 0 0 0.00 63 27 12 38.03 71.72 849 2498 5 799.3 403.0 0.00 795.4 401.0 22.0 22.0 0 0 0 0.00 59 27 13 37.82 71.67 841 2490 -16 777.5 392.0 0.00 785.5 396.0 18.0 22.0 0 0 0 0.13 48 13 14 35.46 71.84 747 2518 -66 698.2 352.0 0.00 785.5 396.0 33.0 22.0 0 0 0 0.00 31 9 15 35.08 66.27 732 1703 -830 23.8 12.0 0.00 769.6 388.0 -15.0 24.0 0 0 0 0.00 50 11 16 35.04 62.04 730 1241 -464 33.7 17.0 0.00 507.8 256.0 28.0 21.0 0 0 0 0.00 58 39 17 34.66 60.52 715 1099 -157 17.9 9.0 0.00 200.3 101.0 36.0 23.0 0 0 0 0.00 51 35 18 34.41 60.07 706 1059 -49 15.9 8.0 0.00 39.7 20.0 24.0 37.0 0 0 0 0.00 55 34 19 34.03 60.46 691 1094 20 17.9 9.0 0.00 0.0 0.0 27.0 26.0 0 0 0 0.00 63 45 20 33.76 60.89 681 1132 28 0.0 0.0 0.00 0.0 0.0 43.0 29.0 0 0 0 0.00 66 41 21 33.75 60.83 680 1127 -6 0.0 0.0 0.00 0.0 0.0 39.0 42.0 0 0 0 0.00 56 31 22 34.01 60.73 690 1118 1 15.9 8.0 0.00 0.0 0.0 31.0 39.0 0 0 0 0.00 61 25 23 34.32 60.93 702 1136 30 15.9 8.0 0.00 0.0 0.0 39.0 32.0 0 0 0 0.00 61 24 24 34.60 61.01 713 1143 18 13.9 7.0 0.00 0.0 0.0 39.0 37.0 0 0 0 0.09 43 15 25 34.91 60.83 725 1127 -4 13.9 7.0 0.00 0.0 0.0 29.0 38.0 0 0 0 0.00 48 7 26 35.30 60.91 740 1134 22 15.9 8.0 0.00 0.0 0.0 35.0 32.0 0 0 0 0.00 59 24 27 35.64 61.01 754 1143 23 15.9 8.0 0.00 0.0 0.0 36.0 33.0 0 0 0 0.00 54 27 28 35.79 60.97 759 1140 2 9.9 5.0 0.00 0.0 0.0 32.0 36.0 0 0 0 0.00 54 29 29 35.96 61.04 766 1146 13 7.9 4.0 0.00 0.0 0.0 35.0 33.0 0 0 0 0.00 39 23 30 36.18 61.06 775 1148 11 7.9 4.0 0.00 0.0 0.0 32.0 31.0 0 0 0 0.00 55 25 31 36.27 61.08 779 1150 6 7.9 4.0 0.00 69.4 35.0 70.0 36.0 0 0 0 0.00 56 25 TOTAL CFS 5793.0 6499.0 940.0 880.0 0 TOTAL AF -100 -1180 -1280 0.00 1864. 1745. 0 0 0 0.34 50 25 11490.2 12890.6 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 02/22/01 WATER AND POWER CONTROL DIVISION TIME: 11:01:53 LOVELAND, COLORADO MARCH 1997 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) 1 409.0 0.0 0.0 15.0 434.0 861 414.0 25.0 439.0 871 -10 25.0 2 413.0 0.0 0.0 15.0 443.0 879 416.0 25.0 441.0 875 5 30.0 3 412.0 0.0 0.0 15.0 441.0 875 411.0 24.0 435.0 863 12 29.0 4 368.0 0.0 0.0 15.0 394.0 781 408.0 23.0 431.0 855 -73 26.0 5 341.0 0.0 0.0 15.0 352.0 698 398.0 23.0 421.0 835 -137 11.0 6 403.0 0.0 0.0 15.0 432.0 857 407.0 25.0 432.0 857 1 29.0 7 424.0 0.0 0.0 15.0 461.0 914 409.0 26.0 435.0 863 53 37.0 8 505.0 0.0 0.0 15.0 551.0 1093 415.0 25.0 440.0 873 222 46.0 9 435.0 0.0 0.0 15.0 470.0 932 422.0 24.0 446.0 885 48 35.0 10 412.0 0.0 0.0 15.0 430.0 853 407.0 24.0 431.0 855 -2 18.0 11 406.0 0.0 0.0 15.0 427.0 847 399.0 21.0 420.0 833 14 21.0 12 403.0 0.0 0.0 15.0 425.0 843 401.0 22.0 423.0 839 5 22.0 13 392.0 0.0 0.0 15.0 410.0 813 396.0 22.0 418.0 829 -16 18.0 14 352.0 0.0 0.0 15.0 385.0 764 396.0 22.0 418.0 829 -66 33.0 15 12.0 0.0 0.0 15.0 -3.0 -5 388.0 24.0 412.0 817 -830 -15.0 16 17.0 0.0 0.0 15.0 45.0 89 256.0 21.0 277.0 549 -464 28.0 17 9.0 0.0 0.0 15.0 45.0 89 101.0 23.0 124.0 246 -157 36.0 18 8.0 0.0 0.0 11.0 32.0 63 20.0 37.0 57.0 113 -49 24.0 19 9.0 0.0 0.0 21.0 36.0 71 0.0 26.0 26.0 52 20 27.0 20 0.0 0.0 0.0 25.0 43.0 85 0.0 29.0 29.0 58 28 43.0 21 0.0 0.0 0.0 28.0 39.0 77 0.0 42.0 42.0 83 -6 39.0 22 8.0 0.0 0.0 28.0 39.0 77 0.0 39.0 39.0 77 1 31.0 23 8.0 0.0 0.0 29.0 47.0 93 0.0 32.0 32.0 63 30 39.0 24 7.0 0.0 0.0 30.0 46.0 91 0.0 37.0 37.0 73 18 39.0 25 7.0 0.0 0.0 25.0 36.0 71 0.0 38.0 38.0 75 -4 29.0 26 8.0 0.0 0.0 27.0 43.0 85 0.0 32.0 32.0 63 22 35.0 27 8.0 0.0 0.0 28.0 44.0 87 0.0 33.0 33.0 65 23 36.0 28 5.0 0.0 0.0 27.0 37.0 73 0.0 36.0 36.0 71 2 32.0 29 4.0 0.0 0.0 28.0 39.0 77 0.0 33.0 33.0 65 13 35.0 30 4.0 0.0 0.0 24.0 36.0 71 0.0 31.0 31.0 61 11 32.0 31 4.0 0.0 0.0 26.0 74.0 147 35.0 36.0 71.0 141 6 70.0 TOTAL CFS 5793.0 0.0 612.0 6733.0 6499.0 880.0 7379.0 940.0 AF 11490.2 0.0 0.0 1213.9 13354.7 13351 12890.6 1745.5 14636.0 14634 -1280 1864.5 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 02/22/01 WATER AND POWER CONTROL DIVISION TIME: 11:01:53 LOVELAND, COLORADO MARCH 1997 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 1794 530 101040 138606 1 75.0 1725 69.9 627 211.0 352.6 598.4 301.7 0.0 219.9 0.0 0.0 69.2 5749.54 101592 5420.87 138721 0 2 77.6 1954 64.6 414 211.0 353.3 597.2 301.1 0.0 220.1 0.0 0.0 68.1 5750.03 102134 5420.89 138759 0 3 75.9 1802 69.4 606 199.0 354.1 562.0 283.4 0.0 220.3 0.0 0.0 67.0 5750.54 102699 5420.95 138873 0 4 76.0 1811 68.9 584 187.0 354.8 527.0 265.7 0.0 220.4 0.0 0.0 67.5 5751.06 103276 5421.15 139255 0 5 75.1 1734 70.0 632 212.0 355.6 596.2 300.6 0.0 220.6 0.0 0.0 68.3 5751.55 103821 5421.15 139255 0 6 75.4 1759 69.0 588 211.0 356.3 592.2 298.6 0.0 220.7 0.0 0.0 68.9 5752.05 104379 5421.20 139350 0 7 74.6 1691 70.5 654 206.0 356.3 578.2 291.5 0.0 220.7 0.0 0.0 68.5 5752.05 0 5421.26 139465 0 8 76.2 1829 67.9 542 212.0 356.3 595.0 300.0 0.0 220.7 0.0 0.0 68.2 5752.05 0 5421.40 139733 0 9 75.9 1802 69.6 614 211.0 358.4 588.7 296.8 0.0 221.2 0.0 0.0 68.5 5753.48 105978 5421.45 139829 0 10 76.5 1855 68.4 563 185.0 359.3 515.0 259.6 0.0 221.3 0.0 0.0 68.8 5754.02 106584 5421.57 140058 0 11 76.0 1811 69.5 610 208.0 359.9 577.9 291.3 0.0 221.4 0.0 0.0 67.8 5754.47 107090 5421.62 140154 0 12 76.9 1891 67.9 542 200.0 360.7 554.5 279.6 0.0 221.5 0.0 0.0 68.6 5754.95 107630 5421.71 140327 0 13 76.8 1882 68.2 555 205.0 361.4 567.3 286.0 0.0 221.6 0.0 0.0 67.0 5755.42 108161 5421.82 140538 0 14 76.8 1882 67.6 530 195.0 361.4 539.6 272.1 0.0 221.6 0.0 0.0 66.7 5755.42 0 5421.79 140480 0 15 78.0 1991 65.8 459 205.0 361.4 567.3 286.0 0.0 221.6 0.0 0.0 65.6 5755.42 0 5421.85 140596 0 16 76.8 1882 67.1 510 187.0 363.2 514.9 259.6 0.0 221.9 0.0 0.0 65.3 5756.60 109496 5421.90 140692 0 17 78.6 2047 67.7 534 0.0 363.1 0.0 0.0 0.0 221.9 0.0 0.0 67.4 5756.55 109439 5421.90 140692 0 18 79.0 2084 68.3 559 0.0 363.1 0.0 0.0 0.0 221.9 0.0 0.0 68.0 5756.53 109416 5421.87 140634 0 19 78.8 2065 68.9 584 0.0 363.0 0.0 0.0 0.0 221.9 0.0 0.0 68.6 5756.51 109394 5421.90 140692 0 20 78.7 2056 70.1 636 0.0 362.9 0.0 0.0 0.0 221.9 0.0 0.0 69.6 5756.44 109314 5421.79 140480 0 21 78.4 2028 70.3 645 0.0 362.9 0.0 0.0 0.0 221.9 0.0 0.0 70.2 5756.44 0 5421.79 140480 0 22 78.2 2009 70.5 654 0.0 362.9 0.0 0.0 0.0 221.9 0.0 0.0 70.4 5756.44 0 5421.76 140423 0 23 78.1 2000 70.7 663 0.0 362.8 0.0 0.0 0.0 221.9 0.0 0.0 70.6 5756.35 109212 5421.68 140269 0 24 77.9 1982 70.6 658 0.0 362.7 0.0 0.0 0.0 221.9 0.0 0.0 70.8 5756.30 109156 5421.71 140327 0 25 77.8 1972 68.9 584 0.0 362.7 0.0 0.0 0.0 221.9 0.0 0.0 69.9 5756.30 109156 5421.71 140327 0 26 77.8 1972 68.0 546 0.0 362.7 0.0 0.0 0.0 221.8 0.0 0.0 68.3 5756.27 109122 5421.73 140365 0 27 77.6 1954 67.2 514 0.0 362.4 0.0 0.0 0.0 221.8 0.0 0.0 67.6 5756.10 108929 5421.35 139637 0 28 77.4 1936 69.7 619 0.0 362.4 0.0 0.0 34.0 221.8 153.3 77.3 69.0 5756.10 0 5421.33 139599 0 29 77.2 1918 69.0 588 0.0 362.4 0.0 0.0 0.0 221.8 0.0 0.0 60.3 5756.10 0 5421.33 139599 0 30 77.0 1900 68.3 559 0.0 362.2 0.0 0.0 0.0 221.8 0.0 0.0 68.6 5755.98 108794 5421.30 139542 0 31 76.8 1882 67.6 530 0.0 362.1 0.0 0.0 0.0 221.8 0.0 0.0 67.9 5755.90 108703 5421.30 139542 0 TOTAL CFS 4573.5 TOTAL AF 88 0 3245.0 9071.4 9071.4 34.0 153.3 153.3 7663 936 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 02/22/01 WATER AND POWER CONTROL DIVISION TIME: 11:01:53 LOVELAND, COLORADO MARCH 1997 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 78.00 2 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 78.00 3 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 84.00 4 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 96.00 5 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 97.00 6 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 97.00 7 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 96.00 8 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 91.00 9 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 93.00 10 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 99.00 11 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 99.00 12 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 99.00 13 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 102.00 14 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 110.00 15 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 68.70 16 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 20.20 17 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 18 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 19 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 20 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 21 0.00 0.00 0.00 0.00 0.00 0.00 0.00 4.20 0.00 0.00 22 0.00 0.00 0.00 0.00 0.00 0.00 0.00 6.00 0.00 0.00 23 0.00 0.00 0.00 0.00 0.00 0.00 0.00 6.00 0.00 0.00 24 0.00 0.00 0.00 0.00 0.00 0.00 0.00 6.00 0.00 0.00 25 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1.80 0.00 34.60 26 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 12.00 27 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 13.00 28 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 19.00 29 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 18.00 30 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 17.00 31 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 17.00 TOTAL CFS 0.00 0.00 0.00 0.00 0.00 0.00 0.00 24.00 0.00 1538.50 TOTAL AF 0.00 0.00 0.00 0.00 0.00 0.00 0.00 47.60 0.00 3051.57 ADJUSTMENT AF 20.00 TOTAL FLOW OR DELIVERY AF 3031.57 METERED DELIVERY AF 372.80 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 02/22/01 WATER AND POWER CONTROL DIVISION TIME: 11:01:53 LOVELAND, COLORADO MARCH 1997 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) 6799.90 1 0.00 0.00 0.00 6.00 0.00 0.00 6.00 6811.90 2 0.00 0.00 0.00 6.00 0.00 0.00 6.00 6823.90 3 0.00 0.00 0.00 6.00 0.00 0.00 6.00 6835.90 4 0.00 0.00 0.00 6.00 0.00 0.00 6.00 6847.90 5 0.00 0.00 0.00 6.00 0.00 0.00 6.00 6859.90 6 0.00 0.00 0.00 6.00 0.00 0.00 6.00 6871.90 7 0.00 0.00 0.00 4.00 0.00 0.00 4.00 6879.90 8 0.00 0.00 0.00 3.00 0.00 0.00 3.00 6885.90 9 0.00 0.00 0.00 3.00 0.00 0.00 3.00 6891.90 10 0.00 0.00 0.00 3.00 0.00 0.00 3.00 6897.90 11 0.00 0.00 0.00 3.00 0.00 0.00 3.00 6903.90 12 0.00 0.00 0.00 3.00 0.00 0.00 3.00 6909.90 13 0.00 0.00 0.00 3.00 0.00 0.00 3.00 6915.90 14 0.00 0.00 0.00 3.00 0.00 0.00 3.00 6921.90 15 0.00 0.00 0.00 2.30 0.00 0.00 2.30 6926.50 16 0.00 0.00 0.00 0.80 0.00 0.00 0.80 6928.10 17 0.00 0.00 0.00 0.00 0.00 0.00 0.00 6928.10 18 0.00 0.00 0.00 0.00 0.00 0.00 0.00 6928.10 19 0.00 0.00 0.00 0.00 0.00 0.00 0.00 6928.10 20 0.00 0.00 0.00 0.00 0.00 0.00 0.00 6928.10 21 0.00 0.00 4.20 0.00 0.00 0.00 4.20 6936.50 22 0.00 0.00 6.00 0.00 0.00 0.00 6.00 6948.50 23 0.00 0.00 6.00 0.00 0.00 0.00 6.00 6960.50 24 0.00 0.00 6.00 0.00 0.00 0.00 6.00 6972.50 25 0.00 0.00 1.80 4.40 0.00 0.00 6.20 6984.90 26 0.00 0.00 0.00 10.00 0.00 0.00 10.00 7004.90 27 0.00 0.00 0.00 10.00 0.00 0.00 10.00 7024.90 28 0.00 0.00 0.00 10.00 0.00 0.00 10.00 7044.90 29 0.00 0.00 0.00 10.00 0.00 0.00 10.00 7064.90 30 0.00 0.00 0.00 10.00 0.00 0.00 10.00 7084.90 31 0.00 0.00 0.00 10.00 0.00 0.00 10.00 7104.90 TOTAL CFS 0.00 0.00 24.00 128.50 0.00 0.00 152.50 TOTAL AF 0.00 0.00 48.00 257.00 0.00 0.00 305.00 7104.90 METERED DELIVERY AF 2.90 634.70 20.00 0.00 1073.80 1731.40 8836.30 TOTAL FLOW OR DELIVERY AF * 2.90 634.70 48.00 277.00 0.00 1073.80 2036.40 8836.30 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 1997 PREC. AND EVAP. SUMMARY SHADOW MTN. ESTES POLE CARTER DILLON GREEN MOUNTAIN WILLOW CR. GL6SSW GL1NW GRANBY GRAND LAKE PARK HILL FLATIRON LAKE HORSETOOTH PREC. PREC. EVAP. EVAP. PREC. PREC. EVAP. EVAP. PREC. PREC. PREC. EVAP. PREC. EVAP. (IN) (IN) (AF) (AF) (IN) (IN) (AF) (AF) (IN) (IN) (IN) (AF) (IN) (AF) 1 0.00 0.00 2. 0. 0.00 0.05 9. 2. 0.00 0.00 0.00 0. 0.00 0. 2 0.00 0.08 2. 0. 0.00 0.00 9. 2. 0.00 0.00 0.00 0. 0.00 0. 3 0.20 0.38 2. 0. 0.02 0.03 9. 2. 0.00 0.00 0.05 0. 0.00 0. 4 0.00 0.00 2. 0. 0.16 0.21 9. 2. 0.12 0.00 0.00 0. 0.17 0. 5 0.00 0.00 2. 0. 0.00 0.02 9. 2. 0.00 0.00 0.00 0. 0.00 0. 6 0.00 0.00 2. 0. 0.00 0.00 9. 2. 0.00 0.00 0.00 0. 0.00 0. 7 0.00 0.00 2. 0. 0.00 0.00 9. 2. 0.00 0.00 0.00 0. 0.00 0. 8 0.06 0.00 2. 0. 0.00 0.00 9. 2. 0.00 0.00 0.00 0. 0.00 0. 9 0.00 0.00 2. 0. 0.01 0.00 9. 2. 0.00 0.00 0.00 0. 0.00 0. 10 0.00 0.00 2. 0. 0.00 0.00 9. 2. 0.00 0.00 0.00 0. 0.00 0. 11 0.00 0.00 2. 0. 0.00 0.00 9. 2. 0.00 0.00 0.00 0. 0.00 0. 12 0.00 0.00 2. 0. 0.00 0.00 9. 2. 0.00 0.00 0.00 0. 0.00 0. 13 0.00 0.00 2. 0. 0.00 0.00 9. 2. 0.13 0.00 0.09 0. 0.07 0. 14 0.05 0.00 2. 0. 0.00 0.07 9. 2. 0.00 0.15 0.06 0. 0.09 0. 15 0.00 0.00 2. 0. 0.01 0.04 9. 2. 0.00 0.00 0.00 0. 0.12 0. 16 0.00 0.00 2. 0. 0.00 0.00 9. 2. 0.00 0.00 0.00 0. 0.00 0. 17 0.02 0.09 2. 0. 0.00 0.00 9. 2. 0.00 0.00 0.00 0. 0.00 0. 18 0.00 0.00 2. 0. 0.00 0.00 9. 2. 0.00 0.00 0.00 0. 0.00 0. 19 0.00 0.00 2. 0. 0.00 0.00 9. 2. 0.00 0.00 0.00 0. 0.00 0. 20 0.00 0.00 2. 0. 0.00 0.00 9. 2. 0.00 0.00 0.00 0. 0.00 0. 21 0.00 0.00 2. 0. 0.00 0.00 9. 2. 0.00 0.00 0.00 0. 0.00 0. 22 0.00 0.00 2. 0. 0.00 0.00 9. 2. 0.00 0.00 0.00 0. 0.00 0. 23 0.00 0.00 2. 0. 0.00 0.00 9. 3. 0.00 0.00 0.00 0. 0.00 0. 24 0.02 0.25 2. 0. 0.05 0.09 9. 3. 0.09 0.00 0.00 0. 0.00 0. 25 0.00 0.00 2. 0. 0.00 0.00 9. 3. 0.00 0.00 0.00 10. 0.00 16. 26 0.00 0.00 2. 0. 0.00 0.00 9. 3. 0.00 0.00 0.00 13. 0.00 22. 27 0.00 0.00 2. 0. 0.00 0.00 9. 3. 0.00 0.00 0.00 16. 0.00 27. 28 0.08 0.00 2. 0. 0.00 0.00 9. 3. 0.00 0.00 0.00 17. 0.00 28. 29 0.00 0.00 2. 0. 0.14 0.04 9. 3. 0.00 0.00 0.00 12. 0.00 20. 30 0.00 0.24 2. 0. 0.00 0.00 9. 3. 0.00 0.00 0.00 11. 0.00 19. 31 0.04 0.15 2. 0. 0.00 0.00 9. 3. 0.00 0.00 0.00 15. 0.00 26. TOTALS 0.47 1.19 54. 11. 0.39 0.55 271. 77. 0.34 0.15 0.20 93. 0.45 157. 1 UPPER COLORADO RIVER DAILY DATA COLLECTION FOR MARCH 1997 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 57 27 24 -8 0.00 14 7 273 404 29 0 0.00 2 72 27 39 -7 0.00 14 7 281 405 43 3 0.08 3 79 27 38 15 0.02 15 7 277 406 34 13 0.38 4 122 27 24 13 0.16 18 8 267 423 30 -10 0.00 5 35 27 29 -10 0.00 15 8 271 448 37 -6 0.00 6 43 27 37 -15 0.00 14 7 226 450 30 1 0.00 7 78 27 39 -8 0.00 12 7 237 452 43 9 0.00 8 50 27 41 -5 0.00 13 7 231 453 46 5 0.00 9 43 27 38 0 0.01 15 8 230 452 37 15 0.00 10 31 27 43 2 0.00 14 7 221 453 53 16 0.00 11 68 27 51 0 0.00 14 7 237 450 48 18 0.00 12 47 27 49 2 0.00 14 7 241 447 56 17 0.00 13 72 27 42 8 0.00 15 7 243 453 44 18 0.00 14 94 27 33 13 0.00 18 8 235 452 36 26 0.00 15 18 27 45 24 0.01 17 7 231 448 49 28 0.00 16 79 27 48 21 0.00 19 7 238 446 54 25 0.00 17 53 27 47 17 0.00 23 7 284 453 52 22 0.09 18 40 27 43 24 0.00 22 7 245 459 50 19 0.00 19 73 27 50 12 0.00 25 8 234 427 54 23 0.00 20 68 27 53 15 0.00 32 11 274 453 58 24 0.00 21 65 27 53 17 0.00 65 97 271 451 57 23 0.00 22 105 27 48 18 0.00 78 151 271 450 58 26 0.00 23 115 27 52 20 0.00 67 184 273 450 57 27 0.00 24 178 27 43 21 0.05 57 180 174 453 41 4 0.25 25 127 27 40 1 0.00 56 165 216 475 46 16 0.00 26 59 27 50 8 0.00 38 172 229 505 57 21 0.00 27 114 27 52 15 0.00 33 178 253 503 50 15 0.00 28 155 27 47 13 0.00 32 159 254 501 51 20 0.00 29 157 27 44 21 0.14 38 152 250 503 36 12 0.00 30 105 27 46 3 0.00 32 151 255 500 53 20 0.24 31 141 27 52 13 0.00 52 77 317 500 58 22 0.15