1 PICK SLOAN MISSOURI BASIN PROGRAM UNITED STATES BUREAU OF RECLAMATION WESTERN DIVISION WATER AND POWER SYSTEM AS OF 04/02/03 WATER AND POWER CONTROL DIVISION TIME: 09:12:24 LOVELAND, COLORADO MARCH 2003 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) 124624 1 8963.14 124278 60 30 90 129 438 -346 92 46 0 46 0.04 26 -4 0 54 2 8962.97 123984 60 30 90 129 438 -294 144 72 0 72 0.00 26 -3 0 54 3 8962.80 123690 60 30 90 129 438 -294 144 72 0 72 0.00 36 9 0 50 4 8962.65 123432 60 30 90 129 438 -258 180 90 0 90 0.23 31 11 0 69 5 8962.47 123122 60 30 90 129 438 -310 128 64 0 64 0.00 23 11 0 63 6 8962.29 122813 60 30 90 129 438 -309 129 65 0 65 0.03 30 22 0 55 7 8962.12 122522 60 30 90 129 438 -291 147 74 0 74 0.03 39 25 0 55 8 8961.93 122196 60 30 90 129 438 -326 112 56 0 56 0.00 39 25 0 61 9 8961.75 121889 60 30 90 129 438 -307 131 66 0 66 0.00 41 27 0 63 10 8961.57 121582 60 33 93 129 444 -307 137 69 0 69 0.00 43 26 0 58 11 8961.41 121310 62 15 77 129 412 -272 140 70 0 70 0.00 44 28 0 76 12 8961.25 121038 65 14 79 129 416 -272 144 72 0 72 0.00 46 16 0 74 13 8961.13 120834 62 15 77 104 362 -204 158 79 0 79 0.00 54 18 0 81 14 8961.02 120648 58 5 63 101 328 -186 142 71 0 71 0.00 53 22 0 92 15 8960.95 120530 50 0 50 101 302 -118 184 92 0 92 0.00 50 22 0 106 16 8960.87 120394 50 0 50 101 302 -136 166 83 0 83 0.14 41 27 0 91 17 8960.86 120377 50 0 50 101 302 -17 285 143 0 143 0.50 39 20 0 130 18 8960.92 120479 50 0 50 22 144 102 246 123 0 123 0.21 24 18 0 116 19 8960.97 120563 50 0 50 0 100 84 184 92 0 92 0.11 31 14 0 93 20 8961.00 120614 50 0 50 0 100 51 151 76 0 76 0.12 40 16 0 79 21 8961.05 120699 50 0 50 0 100 85 185 93 0 93 0.01 36 14 0 76 22 8961.07 120733 50 0 50 0 100 34 134 67 0 67 0.00 40 21 0 67 23 8961.11 120801 50 0 50 0 100 68 168 84 0 84 0.00 49 24 0 69 24 8961.13 120834 56 16 72 0 144 33 177 89 0 89 0.14 49 10 0 56 25 8961.13 120834 58 22 80 0 160 0 160 80 0 80 0.00 39 14 0 69 26 8961.15 120868 58 22 80 0 160 34 194 97 0 97 0.20 42 13 0 78 27 8961.15 120868 58 22 80 0 160 0 160 80 0 80 0.03 24 -1 0 78 28 8961.14 120851 58 22 80 0 160 -17 143 72 0 72 0.00 24 -9 0 76 29 8961.12 120818 58 22 80 0 160 -33 127 64 0 64 0.00 25 -2 0 61 30 8961.11 120801 58 17 75 0 150 -17 133 67 0 67 0.00 37 16 0 69 31 8961.12 120818 58 17 75 0 150 17 167 84 0 84 0.00 50 19 0 69 TOTAL CFS 1759 512 2271 2078 2452 0 2452 2288 TOTAL AF -3806 3518 1024 4542 4156 8698 -3806 4892 4892 0 4904 1.79 38 15 0 4576 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 04/02/03 WATER AND POWER CONTROL DIVISION TIME: 09:12:24 LOVELAND, COLORADO MARCH 2003 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) 37423 1 7865.45 37295 208 0 208 413 -128 286 144 -44 0 100 0.00 22 -7 639 2 7865.28 37168 207 0 207 411 -127 285 144 -18 0 126 0.00 31 4 652 3 7865.10 37032 208 0 208 413 -136 278 140 -18 0 122 0.00 32 20 638 4 7864.97 36935 207 0 207 411 -97 315 159 0 0 159 0.43 32 8 657 5 7864.82 36824 208 0 208 413 -111 303 153 -26 0 127 0.00 25 9 599 6 7864.65 36698 208 0 208 413 -126 288 145 -26 0 119 0.00 31 23 650 7 7864.50 36587 200 0 200 397 -111 287 145 -17 0 128 0.00 39 19 663 8 7864.40 36513 188 0 188 373 -74 300 151 -34 0 117 0.00 41 13 672 9 7864.30 36439 190 0 190 377 -74 304 153 -25 0 128 0.00 41 18 683 10 7864.19 36358 192 0 192 381 -81 300 151 -25 0 126 0.00 43 19 679 11 7864.11 36298 183 0 183 363 -60 303 153 -7 0 146 0.00 42 22 722 12 7864.06 36261 172 0 172 341 -37 304 153 -7 0 146 0.00 43 15 732 13 7864.02 36232 173 0 173 343 -29 314 158 2 0 160 0.00 50 14 782 14 7864.10 36291 100 25 125 248 59 307 155 8 0 163 0.00 47 18 846 15 7864.35 36476 0 62 62 123 185 309 156 42 0 198 0.00 48 22 870 16 7864.56 36631 0 62 62 123 155 279 141 33 0 174 0.00 37 20 730 17 7864.85 36846 0 71 71 141 215 357 180 93 0 273 0.00 32 19 650 18 7865.08 37017 0 79 79 157 171 329 166 73 0 239 0.00 0 0 683 19 7865.25 37145 0 78 78 155 128 284 143 42 0 185 0.00 0 0 638 20 7865.24 37137 91 41 132 262 -8 255 129 26 0 155 1.05 0 0 654 21 7864.96 36927 231 0 231 458 -210 249 126 43 0 169 0.00 0 0 678 22 7864.53 36609 277 0 277 549 -318 232 117 17 0 134 0.00 0 0 726 23 7864.14 36321 264 0 264 524 -288 236 119 34 0 153 0.00 0 0 760 24 7864.00 36217 180 0 180 357 -104 253 128 17 0 145 0.08 32 11 854 25 7864.06 36261 127 0 127 252 44 296 149 0 0 149 0.00 38 22 858 26 7864.14 36321 128 0 128 254 60 314 158 17 0 175 0.24 39 7 715 27 7864.22 36380 128 0 128 254 59 313 158 0 0 158 0.00 27 -4 718 28 7864.24 36395 148 0 148 294 15 310 156 -9 0 147 0.00 26 -3 671 29 7864.19 36358 46 114 160 317 -37 280 141 -17 0 124 0.00 23 15 613 30 7864.08 36276 0 185 185 367 -82 285 144 -9 0 135 0.00 38 15 624 31 7863.90 36144 0 210 210 417 -132 285 144 9 0 153 0.00 50 22 651 TOTAL CFS 4264 927 5191 4559 174 0 4733 21707 TOTAL AF -1279 8460 1840 10301 10301 -1279 9040 9043 342 0 9387 1.80 29 11 43054 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 04/02/03 WATER AND POWER CONTROL DIVISION TIME: 09:12:24 LOVELAND, COLORADO MARCH 2003 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) 8595 1 8122.92 8602 7 0 0 0 0 0 7 14 7 21 11 2 8122.95 8610 7 0 0 0 0 0 7 14 8 22 11 3 8122.98 8617 7 0 0 0 0 0 7 14 7 21 11 4 8123.01 8625 7 0 0 0 0 0 7 14 8 22 11 5 8123.04 8632 7 0 0 1 0 0 8 16 7 23 12 6 8123.07 8640 7 0 0 0 0 0 7 14 8 22 11 7 8123.10 8647 7 0 0 0 0 0 7 14 7 21 11 8 8123.13 8655 7 0 0 0 0 0 7 14 8 22 11 9 8123.16 8663 7 0 0 0 0 0 7 14 8 22 11 10 8123.19 8670 7 0 0 1 0 0 8 16 7 23 12 11 8123.23 8680 7 0 0 0 0 0 7 14 10 24 12 12 8123.31 8701 7 0 0 0 0 0 7 14 21 35 18 13 8123.37 8716 7 0 0 0 0 0 7 14 15 29 15 14 8123.43 8731 7 0 0 0 0 0 7 14 15 29 15 15 8123.54 8759 7 0 0 1 0 0 8 16 28 44 22 16 8123.65 8787 7 0 0 0 0 0 7 14 28 42 21 17 8123.76 8815 7 0 0 0 0 0 7 14 28 42 21 18 8123.90 8851 7 0 0 0 0 0 7 14 36 50 25 19 8124.00 8877 7 0 0 0 0 0 7 14 26 40 20 20 8124.04 8888 7 0 0 1 0 0 8 16 11 27 14 21 8124.14 8914 7 0 0 0 0 0 7 14 26 40 20 22 8124.22 8934 7 0 0 0 0 0 7 14 20 34 17 23 8124.30 8955 7 0 0 0 0 0 7 14 21 35 18 24 8124.36 8971 7 0 0 0 0 0 7 14 16 30 15 25 8124.43 8989 7 0 0 1 0 0 8 16 18 34 17 26 8124.52 9013 7 0 0 0 0 0 7 14 24 38 19 27 8124.59 9031 7 0 0 0 7 0 14 28 18 46 23 28 8124.57 9026 7 0 0 0 7 0 14 28 -5 23 12 29 8124.59 9031 7 0 0 0 0 0 7 14 5 19 10 30 8124.66 9049 7 0 0 1 0 0 8 16 18 34 17 31 8124.68 9055 7 0 0 0 6 0 13 26 6 32 16 TOTAL CFS 217 0 0 6 20 0 243 479 TOTAL AF 460 434 0 0 12 40 0 486 486 460 946 946 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 04/02/03 WATER AND POWER CONTROL DIVISION TIME: 09:12:24 LOVELAND, COLORADO MARCH 2003 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 04/02/03 WATER AND POWER CONTROL DIVISION TIME: 09:12:24 LOVELAND, COLORADO MARCH 2003 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 17700 1 8366.62 8366.72 17803 299 20 319 633 103 738 649 89 45 0.02 0.02 27 -13 2 8366.60 8366.69 17753 402 20 422 837 -50 789 690 99 50 0.00 0.01 28 7 3 8366.60 8366.70 17767 279 20 299 593 14 609 526 83 42 0.00 0.01 35 2 4 8366.75 8366.69 17829 249 20 269 534 62 598 516 82 41 0.00 0.01 33 20 5 8366.67 8366.75 17868 250 20 270 536 39 577 512 65 33 0.00 0.09 26 10 6 8366.60 8366.70 17767 259 20 279 553 -101 454 393 61 31 0.04 0.10 31 16 7 8366.67 8366.77 17895 270 20 290 575 128 705 543 162 82 0.00 0.08 42 25 8 8366.65 8366.75 17858 270 20 290 575 -37 540 426 114 57 0.00 0.00 41 27 9 8366.57 8366.70 17751 269 20 289 573 -107 468 452 16 8 0.00 0.00 44 25 10 8366.60 8366.71 17780 269 20 289 573 29 604 541 63 32 0.00 0.00 44 14 11 8366.62 8366.72 17803 271 20 291 577 23 602 520 82 41 0.00 0.00 47 24 12 8366.60 8366.71 17780 270 20 290 575 -23 554 466 88 44 0.00 0.00 46 23 13 8366.59 8366.71 17774 270 20 290 575 -6 571 490 81 41 0.00 0.00 52 15 14 8366.67 8366.78 17908 258 20 278 551 134 687 538 149 75 0.00 0.00 51 13 15 8366.66 8366.75 17863 247 20 267 530 -45 487 347 140 71 0.00 0.00 50 22 16 8366.62 8366.71 17790 251 20 271 538 -73 467 405 62 31 0.00 0.00 47 22 17 8366.60 8366.70 17767 250 20 270 536 -23 515 367 148 75 0.20 0.18 43 29 18 8366.65 8366.75 17858 249 20 269 534 91 627 329 298 150 0.38 1.40 37 21 19 8366.61 8366.66 17718 191 20 211 419 -140 281 105 176 89 1.40 1.45 31 20 20 8366.57 8366.65 17684 23 20 43 85 -34 53 0 53 27 0.00 0.02 35 15 21 8366.59 8366.65 17694 24 20 44 87 10 99 79 20 10 0.05 0.07 38 25 22 8366.55 8366.60 17608 24 20 44 87 -86 3 0 3 2 0.00 0.01 38 19 23 8366.56 8366.62 17639 24 20 44 87 31 120 119 1 1 0.00 0.00 46 14 24 8366.58 8366.65 17689 0 20 20 40 50 92 0 92 46 0.20 0.15 43 26 25 8366.57 8366.64 17671 0 20 20 40 -18 24 0 24 12 0.00 0.00 39 11 26 8366.57 8366.65 17684 0 20 20 40 13 55 0 55 28 0.00 0.00 45 22 27 8366.58 8366.65 17689 0 20 20 40 5 47 0 47 24 0.18 0.31 42 15 28 8366.58 8366.65 17689 0 20 20 40 0 42 0 42 21 0.00 0.00 28 1 29 8366.57 8366.64 17671 0 20 20 40 -18 24 0 24 12 0.09 0.05 27 -10 30 8366.58 8366.65 17689 0 20 20 40 18 60 0 60 30 0.00 0.12 35 19 31 8366.58 8366.65 17689 0 20 20 40 0 42 0 42 21 0.00 0.00 49 7 TOTAL CFS 5168 620 5788 1272 39 16 TOTAL AF -11 10250.6 1240 11483 11483 -11 11534 9013 2521 2524 2.56 4.08 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 04/02/03 WATER AND POWER CONTROL DIVISION TIME: 09:12:24 LOVELAND, COLORADO MARCH 2003 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) 97046 1 8194.12 96394 327 20 0 1.0 348 690 -652 42 21 20 0 0 1 46 0 2 8193.89 95716 348 20 0 1.0 369 732 -678 57 29 20 0 0 9 59 0 3 8193.71 95187 265 20 0 1.0 286 567 -529 41 21 20 0 0 1 43 0 4 8193.54 94689 260 20 0 1.0 281 557 -498 62 31 20 0 0 11 52 0 5 8193.38 94222 258 20 0 1.0 279 553 -467 89 45 20 0 0 25 58 0 6 8193.25 93843 198 20 0 1.0 219 434 -379 58 29 20 0 0 9 40 0 7 8193.04 93234 274 20 0 1.0 295 585 -609 -20 -9 20 0 0 -29 53 0 8 8192.88 92771 215 20 0 1.0 236 468 -463 8 4 20 0 0 -16 41 0 9 8192.75 92396 228 20 0 1.0 249 494 -375 122 62 20 0 0 42 50 0 10 8192.56 91850 273 20 0 1.0 294 583 -546 40 20 20 0 0 0 32 0 11 8192.40 91391 262 20 0 1.0 283 561 -459 105 53 20 0 0 33 74 0 12 8192.23 90905 235 20 0 1.0 256 508 -486 25 13 20 0 0 -7 37 0 13 8192.06 90421 247 20 0 1.0 268 532 -484 51 26 20 0 0 6 47 0 14 8191.85 89835 271 20 0 1.0 292 579 -586 -3 -1 20 0 0 -21 54 0 15 8191.71 89440 175 20 0 1.0 196 389 -395 -2 0 20 0 0 -20 51 0 16 8191.61 89159 204 20 0 1.0 225 446 -281 168 85 20 0 0 65 96 0 17 8191.52 88906 185 20 0 1.0 206 409 -253 159 80 20 0 0 60 135 0 18 8191.57 89047 166 20 0 1.0 187 371 141 515 260 20 0 0 240 390 0 19 8191.63 89215 53 20 0 1.0 74 147 168 318 160 20 0 0 140 229 0 20 8191.67 89328 0 20 0 1.0 21 42 113 158 80 20 0 0 60 87 0 21 8191.69 89384 40 20 0 1.0 61 121 56 180 91 20 0 0 71 81 0 22 8191.71 89440 0 20 0 1.0 21 42 56 101 51 20 0 0 31 33 0 23 8191.73 89497 60 20 0 1.0 81 161 57 221 111 20 0 0 91 92 0 24 8191.74 89525 0 20 0 1.0 21 42 28 73 37 20 0 0 17 63 0 25 8191.77 89610 0 20 0 1.0 21 42 85 130 66 20 0 0 46 58 0 26 8191.82 89751 0 20 0 1.0 21 42 141 186 94 20 0 0 74 102 0 27 8191.87 89892 0 20 0 1.0 21 42 141 186 94 20 0 0 74 98 0 28 8191.89 89948 0 20 0 1.0 21 42 56 101 51 20 0 0 31 52 0 29 8191.93 90061 0 20 0 1.0 21 42 113 158 80 20 0 0 60 72 0 30 8191.97 90175 0 20 0 1.0 21 42 114 159 80 20 0 0 60 90 0 31 8192.00 90251 0 20 0 1.0 21 42 76 121 61 20 0 0 41 62 0 TOTAL CFS 4544 620 0 31.0 5195 1825 620 0 0 1205 2477 0 TOTAL AF -6795 9013 1240 0 61.5 10307 10307 -6795 3609 3609 1240 0 0 2388 4910 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 04/02/03 WATER AND POWER CONTROL DIVISION TIME: 09:12:24 LOVELAND, COLORADO MARCH 2003 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. 500 2531 1 30.60 71.98 565 2541 75 593.1 299.0 0.00 497.9 251.0 13.0 24.0 0 0 0 0.20 33 7 2 37.87 71.42 843 2449 186 797.4 402.0 0.00 583.1 294.0 9.0 24.0 0 0 0 0.00 33 -10 3 35.92 71.99 765 2542 15 553.4 279.0 0.00 537.5 271.0 22.0 23.0 0 352 0 0.00 39 26 4 33.61 72.42 675 2614 -18 493.9 249.0 0.00 497.9 251.0 17.0 24.0 0 496 0 0.16 31 12 5 33.20 72.32 660 2597 -32 495.9 250.0 0.00 501.8 253.0 11.0 24.0 0 497 0 0.00 30 12 6 35.39 71.70 744 2494 -19 513.7 259.0 0.00 509.8 257.0 12.0 24.0 0 512 0 0.00 37 25 7 36.16 71.40 774 2445 -19 535.5 270.0 0.00 535.5 270.0 13.0 23.0 0 534 0 0.00 44 33 8 37.17 71.09 815 2395 -9 535.5 270.0 0.00 535.5 270.0 18.0 23.0 0 534 0 0.00 50 34 9 36.28 71.26 779 2423 -8 533.6 269.0 0.00 535.5 270.0 20.0 23.0 0 533 0 0.00 49 37 10 34.85 71.56 723 2471 -8 533.6 269.0 0.00 537.5 271.0 21.0 23.0 0 533 0 0.00 52 40 11 34.47 71.68 708 2491 5 537.5 271.0 0.00 523.6 264.0 18.0 23.0 0 537 0 0.00 50 39 12 36.29 71.43 779 2450 30 535.5 270.0 0.00 495.9 250.0 18.0 23.0 0 535 0 0.00 54 41 13 36.78 71.57 799 2473 43 535.5 270.0 0.00 491.9 248.0 22.0 23.0 0 535 0 0.00 60 36 14 33.58 72.47 674 2623 25 511.7 258.0 0.00 499.8 252.0 30.0 24.0 0 511 0 0.00 61 46 15 30.10 73.18 547 2744 -6 489.9 247.0 0.00 499.8 252.0 27.0 25.0 0 490 0 0.00 56 34 16 27.46 73.67 458 2829 -4 497.9 251.0 0.00 499.8 252.0 23.0 24.0 0 497 0 0.00 54 36 17 28.60 73.57 496 2811 20 495.9 250.0 0.00 493.9 249.0 33.0 24.0 0 494 0 0.83 40 30 18 30.60 73.22 565 2751 9 493.9 249.0 0.00 489.9 247.0 27.0 25.0 0 494 0 1.35 30 26 19 28.59 72.89 495 2694 -127 378.8 191.0 0.00 497.9 251.0 21.0 25.0 0 382 0 0.95 41 25 20 18.00 72.12 214 2564 -411 45.6 23.0 0.00 394.7 199.0 -4.0 25.0 0 46 0 0.00 46 11 21 19.00 72.21 234 2579 35 47.6 24.0 0.00 0.0 0.0 17.0 24.0 0 47 0 0.00 54 29 22 20.00 72.34 256 2601 44 47.6 24.0 0.00 0.0 0.0 22.0 24.0 0 46 0 0.00 48 33 23 24.00 72.47 355 2623 121 47.6 24.0 0.00 0.0 0.0 60.0 24.0 0 47 0 0.00 55 37 24 23.00 73.45 328 2790 140 0.0 0.0 0.00 0.0 0.0 94.0 24.0 0 0 0 0.24 42 28 25 24.00 73.52 355 2803 40 0.0 0.0 0.00 0.0 0.0 44.0 24.0 0 0 0 0.00 46 28 26 24.00 73.56 355 2810 7 0.0 0.0 0.00 0.0 0.0 27.0 24.0 0 0 0 0.12 48 33 27 24.00 73.50 355 2799 -11 0.0 0.0 0.00 0.0 0.0 18.0 24.0 0 0 0 0.04 28 13 28 24.00 73.47 355 2794 -5 0.0 0.0 0.00 0.0 0.0 20.0 23.0 0 0 0 0.00 28 11 29 24.00 73.44 355 2789 -5 0.0 0.0 0.00 0.0 0.0 21.0 24.0 0 0 0 0.00 34 17 30 24.00 73.42 355 2785 -4 0.0 0.0 0.00 0.0 0.0 21.0 23.0 0 0 0 0.00 45 29 31 24.00 73.44 355 2789 4 0.0 0.0 0.00 0.0 0.0 26.0 24.0 0 0 0 0.00 56 33 TOTAL CFS 5168.0 5122.0 741.0 738.0 0 TOTAL AF -145 258 113 0.00 1470. 1464. 0 8652 0 3.89 44 27 10250.6 10159.3 NOTE: USE FACTOR OF 1.98347 TO CONVERT CFS TO AF/DAY, 0.50417 TO CONVERT AF/DAY TO CFS FACTORS=2.066116 AND.483988 FOR 25 HR/DAY; 1.900825 AND .526087 FOR 23 HR/DAY 1 EAST PORTAL ADAMS TUNNEL MINUS WIND RIVER 1 PICK SLOAN MISSOURI BASIN PROGRAM UNITED STATES BUREAU OF RECLAMATION WESTERN DIVISION WATER AND POWER SYSTEM AS OF 04/02/03 WATER AND POWER CONTROL DIVISION TIME: 09:12:24 LOVELAND, COLORADO MARCH 2003 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) 1 299.0 0.0 0.0 6.0 312.0 619 251.0 24.0 275.0 545 75 13.0 2 402.0 0.0 0.0 6.0 411.0 815 294.0 24.0 318.0 631 186 9.0 3 279.0 0.0 0.0 6.0 301.0 597 271.0 23.0 294.0 583 15 22.0 4 249.0 0.0 0.0 6.0 266.0 528 251.0 24.0 275.0 545 -18 17.0 5 250.0 0.0 0.0 6.0 261.0 518 253.0 24.0 277.0 549 -32 11.0 6 259.0 0.0 0.0 6.0 271.0 538 257.0 24.0 281.0 557 -19 12.0 7 270.0 0.0 0.0 6.0 283.0 561 270.0 23.0 293.0 581 -19 13.0 8 270.0 0.0 0.0 6.0 288.0 571 270.0 23.0 293.0 581 -9 18.0 9 269.0 0.0 0.0 6.0 289.0 573 270.0 23.0 293.0 581 -8 20.0 10 269.0 0.0 0.0 6.0 290.0 575 271.0 23.0 294.0 583 -8 21.0 11 271.0 0.0 0.0 6.0 289.0 573 264.0 23.0 287.0 569 5 18.0 12 270.0 0.0 0.0 6.0 288.0 571 250.0 23.0 273.0 541 30 18.0 13 270.0 0.0 0.0 6.0 292.0 579 248.0 23.0 271.0 538 43 22.0 14 258.0 0.0 0.0 6.0 288.0 571 252.0 24.0 276.0 547 25 30.0 15 247.0 0.0 0.0 6.0 274.0 543 252.0 25.0 277.0 549 -6 27.0 16 251.0 0.0 0.0 6.0 274.0 543 252.0 24.0 276.0 547 -4 23.0 17 250.0 0.0 0.0 6.0 283.0 561 249.0 24.0 273.0 541 20 33.0 18 249.0 0.0 0.0 6.0 276.0 547 247.0 25.0 272.0 540 9 27.0 19 191.0 0.0 0.0 6.0 212.0 420 251.0 25.0 276.0 547 -127 21.0 20 23.0 0.0 0.0 10.0 19.0 38 199.0 25.0 224.0 444 -411 -4.0 21 24.0 0.0 0.0 15.0 41.0 81 0.0 24.0 24.0 48 35 17.0 22 24.0 0.0 0.0 16.0 46.0 91 0.0 24.0 24.0 48 44 22.0 23 24.0 0.0 0.0 16.0 84.0 167 0.0 24.0 24.0 48 121 60.0 24 0.0 0.0 0.0 21.0 94.0 186 0.0 24.0 24.0 48 140 94.0 25 0.0 0.0 0.0 18.0 44.0 87 0.0 24.0 24.0 48 40 44.0 26 0.0 0.0 0.0 20.0 27.0 54 0.0 24.0 24.0 48 7 27.0 27 0.0 0.0 0.0 16.0 18.0 36 0.0 24.0 24.0 48 -11 18.0 28 0.0 0.0 0.0 16.0 20.0 40 0.0 23.0 23.0 46 -5 20.0 29 0.0 0.0 0.0 16.0 21.0 42 0.0 24.0 24.0 48 -5 21.0 30 0.0 0.0 0.0 17.0 21.0 42 0.0 23.0 23.0 46 -4 21.0 31 0.0 0.0 0.0 18.0 26.0 52 0.0 24.0 24.0 48 4 26.0 TOTAL CFS 5168.0 0.0 313.0 5909.0 5122.0 738.0 5860.0 741.0 AF 10250.6 0.0 0.0 620.8 11720.3 11719 10159.3 1463.8 11623.1 11623 113 1469.8 NOTE: USE FACTOR OF 1.98347 TO CONVERT CFS TO AF/DAY, 0.50417 TO CONVERT AF/DAY TO CFS FACTORS=2.066116 AND.483988 FOR 25 HR/DAY; 1.900825 AND .526087 FOR 23 HR/DAY 1 EAST PORTAL ADAMS TUNNEL MINUS WIND RIVER 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 04/02/03 WATER AND POWER CONTROL DIVISION TIME: 09:12:24 LOVELAND, COLORADO MARCH 2003 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 1675 486 104368 28323 1 75.3 1751 66.3 478 0.0 356.2 0.0 0.0 0.0 220.7 0.0 0.0 68.9 5751.97 104289 5340.77 28690 0 2 77.0 1900 66.1 470 0.0 356.2 0.0 0.0 0.0 220.7 0.0 0.0 68.6 5751.95 104267 5341.21 29044 0 3 77.0 1900 67.3 518 0.0 356.0 0.0 0.0 0.0 220.7 0.0 0.0 67.9 5751.87 104178 5341.71 29451 0 4 78.2 2009 63.4 371 0.0 356.0 0.0 0.0 0.0 220.7 0.0 0.0 66.2 5751.83 104133 5342.24 29886 0 5 77.5 1945 64.5 410 0.0 355.9 0.0 0.0 0.0 220.7 0.0 0.0 65.3 5751.77 104067 5342.85 30393 0 6 76.0 1811 67.5 526 0.0 355.8 0.0 0.0 0.0 220.6 0.0 0.0 67.0 5751.73 104022 5343.33 30796 0 7 75.2 1742 68.9 584 0.0 355.7 0.0 0.0 0.0 220.6 0.0 0.0 69.2 5751.66 103944 5343.87 31254 0 8 75.8 1794 67.6 530 0.0 355.7 0.0 0.0 0.0 220.6 0.0 0.0 69.0 5751.62 103899 5344.39 31699 0 9 76.2 1829 66.6 490 0.0 355.6 0.0 0.0 0.0 220.6 0.0 0.0 66.9 5751.56 103833 5344.92 32158 0 10 76.2 1829 67.1 510 0.0 355.5 0.0 0.0 0.0 220.6 0.0 0.0 68.0 5751.51 103777 5345.41 32586 0 11 76.7 1873 66.7 494 0.0 355.4 0.0 0.0 0.0 220.6 0.0 0.0 67.1 5751.43 103688 5345.86 32983 0 12 76.4 1846 67.6 530 0.0 355.3 0.0 0.0 0.0 220.5 0.0 0.0 67.4 5751.40 103655 5346.34 33410 0 13 76.0 1811 68.6 572 0.0 355.2 0.0 0.0 0.0 220.5 0.0 0.0 67.9 5751.34 103588 5346.78 33806 0 14 76.3 1838 64.7 418 0.0 355.1 0.0 0.0 0.0 220.5 0.0 0.0 67.0 5751.27 103510 5347.34 34314 0 15 73.7 1617 65.7 455 0.0 355.1 0.0 0.0 0.0 220.5 0.0 0.0 65.0 5751.23 103465 5347.99 34910 0 16 72.6 1531 65.8 459 0.0 355.0 0.0 0.0 0.0 220.5 0.0 0.0 65.4 5751.18 103410 5348.58 35458 0 17 72.7 1538 66.7 494 0.0 355.1 0.0 0.0 0.0 220.5 0.0 0.0 65.6 5751.25 103488 5349.12 35965 0 18 74.4 1675 67.6 530 0.0 355.2 0.0 0.0 0.0 220.5 0.0 0.0 66.5 5751.29 103532 5349.66 36477 0 19 77.0 1900 68.9 584 0.0 355.1 0.0 0.0 0.0 220.5 0.0 0.0 68.2 5751.26 103499 5349.93 36735 0 20 79.1 2094 71.2 685 0.0 355.1 0.0 0.0 0.0 220.5 0.0 0.0 69.2 5751.22 103454 5350.03 36831 0 21 79.1 2094 70.3 645 0.0 355.0 0.0 0.0 0.0 220.5 0.0 0.0 70.7 5751.17 103399 5350.10 36898 0 22 78.9 2075 69.6 614 0.0 355.0 0.0 0.0 0.0 220.5 0.0 0.0 69.9 5751.14 103365 5350.08 36879 0 23 78.8 2065 69.8 623 0.0 354.9 0.0 0.0 0.0 220.5 0.0 0.0 69.5 5751.11 103332 5350.13 36927 0 24 78.8 2065 69.1 593 0.0 354.8 0.0 0.0 0.0 220.4 0.0 0.0 69.8 5751.07 103288 5350.14 36937 0 25 77.9 1982 70.2 640 0.0 354.7 0.0 0.0 0.0 220.4 0.0 0.0 69.1 5751.00 103210 5350.11 36908 0 26 77.8 1972 69.4 606 0.0 354.7 0.0 0.0 0.0 220.4 0.0 0.0 69.8 5750.94 103143 5350.11 36908 0 27 76.5 1855 71.6 703 0.0 354.6 0.0 0.0 0.0 220.4 0.0 0.0 69.7 5750.92 103121 5350.16 36956 0 28 75.6 1776 71.7 708 0.0 354.5 0.0 0.0 0.0 220.4 0.0 0.0 71.1 5750.86 103054 5350.24 37033 0 29 75.5 1768 70.4 649 0.0 354.4 0.0 0.0 0.0 220.4 0.0 0.0 70.8 5750.80 102988 5350.31 37101 0 30 75.4 1759 69.7 619 0.0 354.4 0.0 0.0 0.0 220.3 0.0 0.0 70.0 5750.78 102965 5350.29 37081 0 31 74.6 1691 70.4 649 0.0 354.3 0.0 0.0 0.0 220.3 0.0 0.0 69.6 5750.72 102899 5350.32 37110 0 TOTAL CFS 0.0 TOTAL AF 16 163 0.0 0.0 0.0 0.0 0.0 0.0 -1469 8787 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 04/02/03 WATER AND POWER CONTROL DIVISION TIME: 09:12:24 LOVELAND, COLORADO MARCH 2003 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 0.00 213.00 2 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 213.00 3 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 245.00 4 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 262.00 5 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 263.00 6 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 265.00 7 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 265.00 8 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 261.00 9 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 259.00 10 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 251.00 11 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 237.00 12 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 236.00 13 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 236.00 14 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 300.00 15 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 339.00 16 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 286.00 17 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 228.00 18 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 169.00 19 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 105.00 20 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 68.00 21 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 36.00 22 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 35.00 23 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 22.00 24 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 21.00 25 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 33.00 26 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 34.00 27 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 31.00 28 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 45.00 29 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 42.00 30 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 30.00 31 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 29.00 TOTAL CFS 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 5059.00 TOTAL AF 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 10034.37 ADJUSTMENT AF 0.00 TOTAL FLOW OR DELIVERY AF 10034.37 METERED DELIVERY AF 0.00 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 04/02/03 WATER AND POWER CONTROL DIVISION TIME: 09:12:24 LOVELAND, COLORADO MARCH 2003 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) 6189.60 1 0.00 0.00 0.00 0.00 0.00 0.00 0.00 6189.60 2 0.00 0.00 0.00 0.00 0.00 0.00 0.00 6189.60 3 0.00 0.00 0.00 0.00 0.00 0.00 0.00 6189.60 4 0.00 0.00 0.00 0.00 0.00 0.00 0.00 6189.60 5 0.00 0.00 0.00 0.00 0.00 0.00 0.00 6189.60 6 0.00 0.00 0.00 0.00 0.00 0.00 0.00 6189.60 7 0.00 0.00 0.00 0.00 0.00 0.00 0.00 6189.60 8 0.00 0.00 0.00 0.00 0.00 0.00 0.00 6189.60 9 0.00 0.00 0.00 0.00 0.00 0.00 0.00 6189.60 10 0.00 0.00 0.00 0.00 0.00 0.00 0.00 6189.60 11 0.00 0.00 0.00 0.00 0.00 0.00 0.00 6189.60 12 0.00 0.00 0.00 0.00 0.00 0.00 0.00 6189.60 13 0.00 0.00 0.00 0.00 0.00 0.00 0.00 6189.60 14 0.00 0.00 0.00 0.00 0.00 0.00 0.00 6189.60 15 0.00 0.00 0.00 0.00 0.00 0.00 0.00 6189.60 16 0.00 0.00 0.00 0.00 0.00 0.00 0.00 6189.60 17 0.00 0.00 0.00 0.00 0.00 0.00 0.00 6189.60 18 0.00 0.00 0.00 0.00 0.00 0.00 0.00 6189.60 19 0.00 0.00 0.00 0.00 0.00 0.00 0.00 6189.60 20 0.00 0.00 0.00 0.00 0.00 0.00 0.00 6189.60 21 0.00 0.00 0.00 0.00 0.00 0.00 0.00 6189.60 22 0.00 0.00 0.00 0.00 0.00 0.00 0.00 6189.60 23 0.00 0.00 0.00 0.00 0.00 0.00 0.00 6189.60 24 0.00 0.00 0.00 0.00 0.00 0.00 0.00 6189.60 25 0.00 0.00 0.00 0.00 0.00 0.00 0.00 6189.60 26 0.00 0.00 0.00 0.00 0.00 0.00 0.00 6189.60 27 0.00 0.00 0.00 0.00 0.00 0.00 0.00 6189.60 28 0.00 0.00 0.00 0.00 0.00 0.00 0.00 6189.60 29 0.00 0.00 0.00 0.00 0.00 0.00 0.00 6189.60 30 0.00 0.00 0.00 0.00 0.00 0.00 0.00 6189.60 31 0.00 0.00 0.00 0.00 0.00 0.00 0.00 6189.60 TOTAL CFS 0.00 0.00 0.00 0.00 0.00 0.00 0.00 TOTAL AF 0.00 0.00 0.00 0.00 0.00 0.00 0.00 6189.60 METERED DELIVERY AF 0.00 0.00 0.00 0.00 0.00 0.00 6189.60 TOTAL FLOW OR DELIVERY AF * 0.00 0.00 0.00 0.00 0.00 0.00 0.00 6189.60 NON-CHARGE DELIVERY AF 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 METERED DELIVERY AF 1 CBT PROJECT MARCH 2003 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 1. 0. 0.02 0.02 4. 2. 0.20 0.00 0.00 0. 0.06 0. 2 0.00 0.00 1. 0. 0.00 0.01 4. 2. 0.00 0.00 0.10 0. 0.00 0. 3 0.00 0.00 1. 0. 0.00 0.01 4. 2. 0.00 0.19 0.00 0. 0.00 0. 4 0.23 0.43 1. 0. 0.00 0.01 4. 3. 0.16 0.00 0.17 0. 0.08 0. 5 0.00 0.00 1. 0. 0.00 0.09 4. 3. 0.00 0.19 0.00 0. 0.02 0. 6 0.03 0.00 1. 0. 0.04 0.10 4. 2. 0.00 0.00 0.00 0. 0.00 0. 7 0.03 0.00 1. 0. 0.00 0.08 4. 3. 0.00 0.00 0.00 0. 0.00 0. 8 0.00 0.00 1. 0. 0.00 0.00 4. 3. 0.00 0.00 0.00 0. 0.00 0. 9 0.00 0.00 1. 0. 0.00 0.00 4. 2. 0.00 0.00 0.00 0. 0.00 0. 10 0.00 0.00 1. 0. 0.00 0.00 4. 2. 0.00 0.00 0.00 0. 0.00 0. 11 0.00 0.00 1. 0. 0.00 0.00 4. 2. 0.00 0.00 0.00 0. 0.00 0. 12 0.00 0.00 1. 0. 0.00 0.00 4. 2. 0.00 0.00 0.00 0. 0.00 0. 13 0.00 0.00 1. 0. 0.00 0.00 4. 2. 0.00 0.00 0.00 0. 0.00 0. 14 0.00 0.00 1. 0. 0.00 0.00 4. 3. 0.00 0.00 0.00 0. 0.00 0. 15 0.00 0.00 1. 0. 0.00 0.00 4. 3. 0.00 0.00 0.00 0. 0.00 0. 16 0.14 0.00 1. 0. 0.00 0.00 4. 2. 0.00 0.00 0.07 0. 0.00 0. 17 0.50 0.00 1. 0. 0.20 0.18 4. 2. 0.83 0.23 1.03 0. 0.39 0. 18 0.21 0.00 1. 0. 0.38 1.40 4. 3. 1.35 0.00 0.00 0. 3.30 0. 19 0.11 0.00 1. 0. 1.40 1.45 4. 2. 0.95 0.00 0.39 0. 1.58 0. 20 0.12 1.05 1. 0. 0.00 0.02 4. 2. 0.00 0.87 0.00 0. 0.00 0. 21 0.01 0.00 1. 0. 0.05 0.07 4. 2. 0.00 0.13 0.00 0. 0.08 0. 22 0.00 0.00 1. 0. 0.00 0.01 4. 2. 0.00 0.00 0.00 0. 0.00 0. 23 0.00 0.00 1. 0. 0.00 0.00 4. 2. 0.00 0.00 0.11 0. 0.00 0. 24 0.14 0.08 1. 0. 0.20 0.15 4. 2. 0.24 0.43 0.24 0. 0.22 0. 25 0.00 0.00 1. 0. 0.00 0.00 4. 2. 0.00 0.00 0.00 0. 0.00 0. 26 0.20 0.24 1. 0. 0.00 0.00 4. 2. 0.12 0.10 0.00 0. 0.00 0. 27 0.03 0.00 1. 0. 0.18 0.31 4. 2. 0.04 0.00 0.00 0. 0.02 0. 28 0.00 0.00 1. 0. 0.00 0.00 4. 2. 0.00 0.13 0.00 0. 0.00 0. 29 0.00 0.00 1. 0. 0.09 0.05 4. 2. 0.00 0.00 0.00 0. 0.00 0. 30 0.00 0.00 1. 0. 0.00 0.12 4. 2. 0.00 0.00 0.00 11. 0.00 9. 31 0.00 0.00 1. 0. 0.00 0.00 4. 2. 0.00 0.00 0.00 9. 0.00 8. TOTALS 1.79 1.80 31. 11. 2.56 4.08 120. 77. 3.89 2.27 2.11 20. 5.75 18. 1 UPPER COLORADO RIVER DAILY DATA COLLECTION FOR MARCH 2003 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 46 21 27 -13 0.02 11 7 144 208 22 -7 0.00 2 59 21 28 7 0.00 11 7 144 207 31 4 0.00 3 43 21 35 2 0.00 11 7 140 208 32 20 0.00 4 52 21 33 20 0.00 11 7 159 207 32 8 0.43 5 58 21 26 10 0.00 12 8 153 208 25 9 0.00 6 40 21 31 16 0.04 11 7 145 208 31 23 0.00 7 53 21 42 25 0.00 11 7 145 200 39 19 0.00 8 41 21 41 27 0.00 11 7 151 188 41 13 0.00 9 50 21 44 25 0.00 11 7 153 190 41 18 0.00 10 32 21 44 14 0.00 12 8 151 192 43 19 0.00 11 74 21 47 24 0.00 12 7 153 183 42 22 0.00 12 37 21 46 23 0.00 18 7 153 172 43 15 0.00 13 47 21 52 15 0.00 15 7 158 173 50 14 0.00 14 54 21 51 13 0.00 15 7 155 125 47 18 0.00 15 51 21 50 22 0.00 22 8 156 62 48 22 0.00 16 96 21 47 22 0.00 21 7 141 62 37 20 0.00 17 135 21 43 29 0.20 21 7 180 71 32 19 0.00 18 390 21 37 21 0.38 25 7 166 79 0 0 0.00 19 229 21 31 20 1.40 20 7 143 78 0 0 0.00 20 87 21 35 15 0.00 14 8 129 132 0 0 1.05 21 81 21 38 25 0.05 20 7 126 231 0 0 0.00 22 33 21 38 19 0.00 17 7 117 277 0 0 0.00 23 92 21 46 14 0.00 18 7 119 264 0 0 0.00 24 63 21 43 26 0.20 15 7 128 180 32 11 0.08 25 58 21 39 11 0.00 17 8 149 127 38 22 0.00 26 102 21 45 22 0.00 19 7 158 128 39 7 0.24 27 98 21 42 15 0.18 23 7 158 128 27 -4 0.00 28 52 21 28 1 0.00 12 7 156 148 26 -3 0.00 29 72 21 27 -10 0.09 10 7 141 160 23 15 0.00 30 90 21 35 19 0.00 17 8 144 185 38 15 0.00 31 62 21 49 7 0.00 16 7 144 210 50 22 0.00