1 PICK SLOAN MISSOURI BASIN PROGRAM UNITED STATES BUREAU OF RECLAMATION WESTERN DIVISION WATER AND POWER SYSTEM AS OF 06/16/04 WATER AND POWER CONTROL DIVISION TIME: 08:38:42 LOVELAND, COLORADO MAY 2004 EASTERN COLORADO PROJECTS DILLON RESERVOIR - COMPUTATION OF DAILY INFLOWS O U T F L O W GAIN LAKE TOTAL VALVES SPILL TOTAL ROBERTS TOTAL CHANGE COMPUTED COLO. UNDE- D I L L O N DILLON- TO IN SPGS. PLETED PREC TEMP EVAP GREEN DAY ELEV STORAGE RIVER TUNNEL OUTFLOW STORAGE INFLOW DEP INFLOW MTN (FEET) (AF) (CFS) (CFS) (CFS) (CFS) (AF) (AF) (AF) (CFS) (CFS) (CFS) (IN) MAX MIN (AF) (CFS) 209595 1 9002.07 209650 0 50 50 77 254 55 331 166 5 171 0.00 49 15 22 134 2 9002.10 209732 0 50 50 75 250 82 354 177 5 182 0.00 27 25 22 135 3 9002.14 209841 50 0 50 75 250 109 381 191 8 199 0.00 64 28 22 131 4 9002.22 210060 50 0 50 75 250 219 491 246 7 253 0.00 64 30 22 182 5 9002.35 210416 50 0 50 75 250 356 628 314 18 332 0.00 70 28 22 235 6 9002.52 210882 50 0 50 75 250 466 738 369 26 395 0.00 69 24 22 333 7 9002.70 211376 50 0 50 75 250 494 766 383 27 410 0.00 67 27 22 359 8 9002.92 211982 52 0 52 75 254 606 882 441 29 470 0.00 67 25 22 416 9 9003.13 212562 52 0 52 75 254 580 856 428 30 458 0.00 66 24 22 397 10 9003.38 213262 52 0 52 76 256 700 978 489 35 524 0.00 70 29 22 397 11 9003.67 214058 50 0 50 51 202 796 1015 508 39 547 0.03 64 22 17 425 12 9003.94 214810 50 0 50 50 200 752 952 476 31 507 0.24 48 24 0 388 13 9004.11 215284 50 0 50 50 200 474 696 348 23 371 0.00 42 20 22 304 14 9004.30 215815 50 0 50 50 200 531 753 377 17 394 0.00 44 24 22 226 15 9004.45 216236 50 0 50 50 200 421 643 322 15 337 0.00 59 28 22 201 16 9004.61 216685 50 0 50 51 202 449 673 337 17 354 0.00 62 27 22 174 17 9004.76 217106 50 0 50 53 206 421 649 325 19 344 0.00 58 30 22 183 18 9004.98 217726 50 0 50 51 202 620 844 422 26 448 0.00 68 32 22 177 19 9005.22 218403 50 0 50 87 274 677 973 487 43 530 0.00 69 33 22 231 20 9005.42 218969 48 2 50 118 336 566 924 462 44 506 0.00 70 28 22 377 21 9005.66 219650 50 0 50 185 470 681 1174 587 49 636 0.00 64 31 23 402 22 9005.83 220133 50 0 50 200 500 483 1006 503 44 547 0.00 56 31 23 422 23 9005.99 220589 50 0 50 200 500 456 979 490 37 527 0.00 61 31 23 312 24 9006.10 220903 50 0 50 200 500 314 837 419 35 454 0.00 59 26 23 287 25 9006.22 221246 50 0 50 200 500 343 866 433 27 460 0.00 60 25 23 267 26 9006.36 221646 50 0 50 157 414 400 837 419 27 446 0.00 60 25 23 246 27 9006.50 222047 50 0 50 151 402 401 826 413 31 444 0.00 61 32 23 270 28 9006.62 222391 50 0 50 217 534 344 901 451 40 491 0.00 69 36 23 284 29 9006.72 222679 50 0 50 253 606 288 894 447 43 490 0.15 51 25 0 400 30 9006.78 222851 50 0 50 256 612 172 803 402 29 431 0.02 44 26 19 316 31 9006.85 223052 50 0 50 214 528 201 752 376 24 400 0.00 55 23 23 238 TOTAL CFS 1454 102 1556 3597 12208 850 13058 8849 TOTAL AF 13457 2908 204 3112 7194 10306 13457 24402 24402 1700 26116 0.44 59 27 639 17698 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 06/16/04 WATER AND POWER CONTROL DIVISION TIME: 08:38:42 LOVELAND, COLORADO MAY 2004 EASTERN COLORADO PROJECTS GREEN MOUNTAIN RESERVOIR - COMPUTATION OF DAILY INFLOWS O U T F L O W DEPLETIONS GREEN MOUNTAIN DOTSERO LAKE TOTAL TUR- BY- CHANGE COMPUTED COLO. UNDE- T O T A L IN DENVER PLETED PREC TEMP DAY ELEV STORAGE BINES PASS STORAGE INFLOW SPGS. INFLOW (FEET) (AF) (CFS) (CFS) (CFS) (AF) (AF) (AF) (CFS) (CFS) (CFS) (CFS) (IN) MAX MIN (CFS) 75841 1 7904.20 76060 0 66 66 131 219 365 184 116 5 305 0.00 50 20 1030 2 7904.37 76280 0 66 66 131 220 366 185 127 5 317 0.06 60 25 976 3 7904.54 76499 0 63 63 125 219 359 181 141 8 330 0.00 66 34 1040 4 7904.79 76822 0 62 62 123 323 461 232 196 7 435 0.00 69 35 1230 5 7905.12 77250 0 62 62 123 428 566 285 264 18 567 0.00 72 32 1490 6 7905.58 77850 0 62 62 123 600 759 383 319 26 728 0.00 71 35 1870 7 7906.09 78518 0 62 62 123 668 811 409 333 27 769 0.00 70 37 2220 8 7906.68 79297 0 63 63 125 779 929 468 389 29 886 0.00 70 32 2430 9 7907.24 80041 0 63 63 125 744 890 449 376 30 855 0.00 69 30 2500 10 7907.80 80790 0 63 63 125 749 891 449 437 35 921 0.00 74 38 2470 11 7908.40 81598 0 63 63 125 808 942 475 458 39 972 0.12 66 26 2660 12 7908.93 82314 0 64 64 127 716 868 438 426 31 895 0.00 46 28 2530 13 7909.34 82874 0 64 64 127 560 702 354 298 23 675 0.00 44 23 2150 14 7909.64 83285 0 64 64 127 411 547 276 327 17 620 0.00 49 30 1820 15 7909.90 83640 0 64 64 127 355 498 251 272 15 538 0.00 63 32 1600 16 7910.13 83957 0 64 64 127 317 444 224 287 17 528 0.27 64 33 1530 17 7910.36 84275 0 64 64 127 318 462 233 275 19 527 0.00 62 38 1480 18 7910.58 84579 0 64 64 127 304 450 227 372 26 625 0.00 72 37 1470 19 7910.88 84994 0 64 64 127 415 558 281 437 43 761 0.00 73 37 1680 20 7911.37 85678 0 65 65 129 684 847 427 412 44 883 0.00 71 34 2170 21 7911.90 86419 0 64 64 127 741 897 452 537 49 1038 0.00 66 38 2420 22 7912.45 87196 0 65 65 129 777 936 472 453 44 969 0.00 59 31 2500 23 7912.85 87762 0 65 65 129 566 719 362 440 37 839 0.00 64 30 2220 24 7913.21 88275 0 65 65 129 513 668 337 369 35 741 0.01 62 33 2110 25 7913.56 88775 0 62 62 123 500 629 317 383 27 727 0.01 60 29 1990 26 7913.86 89205 0 59 59 117 430 587 296 369 27 692 0.00 63 40 1860 27 7914.20 89695 0 58 58 115 490 634 320 363 31 714 0.00 65 36 1880 28 7914.56 90216 0 58 58 115 521 662 334 401 40 775 0.00 73 36 1900 29 7915.08 90970 0 59 59 117 754 893 450 397 43 890 0.00 50 28 2230 30 7915.49 91570 0 59 59 117 600 725 366 352 29 747 0.00 47 28 2240 31 7915.80 92024 0 59 59 117 454 571 288 326 24 638 0.50 59 32 1950 TOTAL CFS 0 1945 1945 10405 10652 850 21907 59646 TOTAL AF 16183 0 3859 3859 3859 16183 20636 20637 21130 1688 43452 0.97 63 32 118307 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 06/16/04 WATER AND POWER CONTROL DIVISION TIME: 08:38:42 LOVELAND, COLORADO MAY 2004 EASTERN COLORADO PROJECTS WILLOW CREEK RESERVOIR - COMPUTATION OF DAILY INFLOWS O U T F L O W CHANGE LAKE TOTAL TO TO MC- BUNTE SEEP- CANAL TOTAL OUTFLOW IN COMPUTED INFLOW ELEV STORAGE RIVER QUEARY HIGHLINE AGE1/ PRIMING PUMPED STORAGE DAY (FEET) (AF) (CFS) (CFS) (CFS) (CFS) (CFS) (CFS) (CFS) (AF) (AF) (AF) (CFS) 7753 1 8119.97 7890 7 0 0 2 0 0 9 18 137 157 79 2 8120.55 8025 7 0 0 2 0 0 9 18 135 155 78 3 8121.00 8132 7 0 0 2 10 0 19 38 107 147 74 4 8120.49 8011 7 0 0 2 5 144 158 313 -121 194 98 5 8119.35 7747 7 0 0 3 0 239 249 494 -264 232 117 6 8119.80 7850 8 0 3 3 0 100 111 220 103 329 166 7 8120.08 7915 9 0 5 2 10 120 141 280 65 348 175 8 8119.52 7786 7 0 5 3 0 239 249 494 -129 369 186 9 8118.95 7656 7 0 5 4 0 239 250 496 -130 369 186 10 8119.64 7813 16 0 14 4 0 95 115 228 157 388 196 11 8119.76 7841 22 0 20 3 10 138 173 343 28 374 189 12 8119.03 7674 22 0 20 3 0 242 267 530 -167 366 185 13 8119.59 7802 22 0 20 4 0 89 115 228 128 358 180 14 8119.77 7843 22 0 20 3 11 92 128 254 41 296 149 15 8119.14 7699 22 0 20 3 0 189 214 424 -144 282 142 16 8119.99 7894 22 0 20 3 0 0 25 50 195 248 125 17 8120.68 8056 31 0 27 3 0 0 34 67 162 232 117 18 8121.33 8211 31 1 30 2 0 0 34 67 155 225 113 19 8120.90 8108 38 2 38 1 13 117 171 339 -103 238 120 20 8119.55 7792 45 2 45 3 0 241 291 577 -316 266 134 21 8119.14 7699 45 2 45 3 0 137 187 371 -93 282 142 22 8119.82 7855 45 2 45 2 0 0 49 97 156 257 130 23 8120.44 7999 45 2 45 2 0 0 49 97 144 245 124 24 8119.78 7846 48 2 45 2 1 149 202 401 -153 252 127 25 8119.25 7724 46 2 45 3 0 153 204 405 -122 283 143 26 8119.87 7867 45 2 45 2 0 0 49 97 143 242 122 27 8120.35 7978 45 2 45 2 0 0 49 97 111 212 107 28 8120.82 8089 45 2 45 2 0 0 49 97 111 212 107 29 8121.35 8216 45 2 45 2 0 0 49 97 127 224 113 30 8121.85 8337 45 2 45 2 0 0 49 97 121 218 110 31 8122.23 8430 45 2 45 1 0 0 48 95 93 191 96 TOTAL CFS 858 27 787 78 60 2723 3746 4130 TOTAL AF 677 1701 54 1561 156 120 5401 7429 7429 677 8191 8191 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 06/16/04 WATER AND POWER CONTROL DIVISION TIME: 08:38:42 LOVELAND, COLORADO MAY 2004 EASTERN COLORADO PROJECTS WINDY GAP PROJECT DAILY FLOWS COLO R. FRASER R. PUMPED FROM COLO R. PRECIP ABOVE AT CONFLU. WINDY GAP BELOW AT W.GAP FRASER RESERVOIR W.GAP RESER. RESERVOIR DAY (CFS) (CFS) (CFS) (AF) (CFS) (IN) 1 0 0 0 0 0 0.00 2 0 0 0 0 0 0.00 3 0 0 0 0 0 0.00 4 0 0 58 115 142 0.00 5 0 0 107 212 109 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 0 165 251 TOTAL AF 0 0 327 327 498 0.00 1 PICK SLOAN MISSOURI BASIN PROGRAM UNITED STATES BUREAU OF RECLAMATION WESTERN DIVISION WATER AND POWER SYSTEM AS OF 06/16/04 WATER AND POWER CONTROL DIVISION TIME: 08:38:42 LOVELAND, COLORADO MAY 2004 EASTERN COLORADO PROJECTS GRAND LAKE - SHADOW MOUNTAIN RESERVOIRS - COMPUTATION OF DAILY INFLOWS O U T F L O W C O M P U T E D I N F L O W ELEVATION ADAMS CHANGE PUMPED TO G R A N D L A K E GRAND SHADOW TOTAL TUNNEL BY TOTAL OUTFLOW IN TOTAL FROM GL. - SM. P R E C TEMP DAY LAKE MTN STORAGE E.P.1 PASS STORAGE GRANBY 6SSW 1NW 6SSW (FEET) (FEET) (AF) (CFS) (CFS) (CFS) (AF) (AF) (AF) (AF) (AF) (CFS) (IN) (IN) MAX MIN 17761 1 8366.59 8366.67 17721 367 20 387 768 -40 749 500 249 126 0.00 0.00 52 16 2 8366.60 8366.68 17740 368 20 388 770 19 810 581 229 115 0.00 0.00 61 21 3 8366.48 8366.56 17519 411 20 431 855 -221 655 357 298 150 0.00 0.00 68 26 4 8366.40 8366.47 17358 432 20 452 897 -161 757 284 473 238 0.00 0.00 70 29 5 8366.65 8366.58 17632 342 20 362 718 274 1013 420 593 299 0.00 0.00 76 28 6 8366.66 8366.74 17850 342 37 379 752 218 1021 0 1021 515 0.00 0.00 75 29 7 8366.55 8366.61 17621 284 555 839 1664 -229 1464 0 1464 738 0.00 0.00 74 26 8 8366.47 8366.54 17487 246 577 823 1632 -134 1533 0 1533 773 0.00 0.00 74 27 9 8366.44 8366.51 17432 319 312 631 1252 -55 1227 0 1227 619 0.00 0.00 73 27 10 8366.45 8366.57 17517 394 227 621 1232 85 1341 0 1341 676 0.00 0.00 70 26 11 8366.60 8366.65 17700 307 329 636 1261 183 1475 0 1475 744 0.00 0.00 67 34 12 8366.48 8366.55 17505 453 227 680 1349 -195 1184 0 1184 597 0.03 0.05 60 25 13 8366.41 8366.46 17351 469 57 526 1043 -154 910 141 769 388 0.16 0.22 48 29 14 8366.44 8366.55 17485 538 20 558 1107 134 1249 559 690 348 0.03 0.01 52 26 15 8366.45 8366.56 17504 522 20 542 1075 19 1116 559 557 281 0.00 0.02 59 29 16 8366.46 8366.56 17509 498 20 518 1027 5 1060 635 425 214 0.00 0.00 67 28 17 8366.55 8366.65 17674 428 20 448 889 165 1077 645 432 218 0.00 0.00 65 32 18 8366.37 8366.44 17303 408 20 428 849 -371 503 107 396 200 0.00 0.00 73 35 19 8366.51 8366.58 17561 316 20 336 666 258 946 317 629 317 0.00 0.00 75 35 20 8366.52 8366.60 17593 251 299 550 1091 32 1167 0 1167 588 0.00 0.00 76 39 21 8366.56 8366.65 17679 248 282 530 1051 86 1175 0 1175 592 0.00 0.00 71 29 22 8366.65 8366.73 17831 373 72 445 883 152 1074 0 1074 541 0.00 0.00 71 34 23 8366.62 8366.70 17777 337 20 357 708 -54 685 0 685 345 0.00 0.00 67 27 24 8366.55 8366.61 17621 340 89 429 851 -156 730 0 730 368 0.00 0.00 66 26 25 8366.43 8366.50 17414 481 29 510 1012 -207 805 240 565 285 0.07 0.41 56 35 26 8366.44 8366.52 17446 393 20 413 819 32 871 347 524 264 0.20 0.01 66 29 27 8366.49 8366.42 17338 391 20 411 815 -108 743 309 434 219 0.00 0.00 66 43 28 8366.53 8366.58 17571 392 34 426 845 233 1111 323 788 397 0.00 0.00 74 36 29 8366.63 8366.70 17782 396 50 446 885 211 1096 133 963 486 0.18 0.20 75 38 30 8366.49 8366.55 17510 389 50 439 871 -272 599 0 599 302 0.08 0.01 46 26 31 8366.41 8366.49 17391 391 50 441 875 -119 784 351 433 218 0.01 0.01 60 34 TOTAL CFS 11826 3556 15382 12161 66 30 TOTAL AF -370 23456.5 7057 30512 30512 -370 30930 6808 24122 24119 0.76 0.94 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 06/16/04 WATER AND POWER CONTROL DIVISION TIME: 08:38:42 LOVELAND, COLORADO MAY 2004 EASTERN COLORADO PROJECTS GRANBY RESERVOIR - COMPUTATION OF DAILY INFLOWS O U T F L O W C O M P U T E D I N F L O W CHANGE NATURAL LAKE TOTAL PUMPED SPILL SEEP TOTAL OUTFLOW IN TOTAL INFLOW FROM FROM FROM TO INFLOW YMCA ELEV STORAGE TO SM VALVES WAY AGE STORAGE SM W.CR W.GAP GRANBY GR-GL-SM GAGE DAY (FEET) (AF) (CFS) (CFS) (CFS) (CFS) (CFS) (AF) (AF) (AF) (CFS) (CFS) (CFS) (CFS) (CFS) (CFS) (CFS) 237651 1 8230.14 237217 252 74 0 1.0 327 649 -434 271 137 20 0 0 117 243 59 2 8230.04 236735 293 73 0 1.0 367 728 -482 302 152 20 0 0 132 247 57 3 8229.96 236350 180 73 0 1.0 254 504 -385 175 88 20 0 0 68 218 57 4 8229.98 236447 143 73 0 1.0 217 430 97 583 294 20 144 58 72 310 56 5 8230.12 237121 212 73 0 1.0 286 567 674 1297 654 20 239 107 288 587 56 6 8230.27 237844 0 71 0 1.0 72 143 723 1000 504 37 100 0 367 882 55 7 8230.60 239440 0 70 0 1.0 71 141 1596 1813 914 555 120 0 239 977 53 8 8231.02 241478 0 70 0 1.0 71 141 2038 2273 1146 577 239 0 330 1103 53 9 8231.33 242989 0 70 0 1.0 71 141 1511 1731 873 312 239 0 322 941 53 10 8231.57 244161 0 70 0 1.0 71 141 1172 1378 695 227 95 0 373 1049 54 11 8231.87 245631 0 71 0 1.0 72 143 1470 1696 855 329 138 0 388 1132 56 12 8232.18 247115 0 68 0 1.0 69 137 1484 1701 858 227 242 0 389 986 57 13 8232.34 247904 71 62 0 1.0 134 266 789 1112 561 57 89 0 415 803 56 14 8232.31 247756 282 61 0 1.0 344 682 -148 557 281 20 92 0 169 517 54 15 8232.33 247854 282 61 0 1.0 344 682 98 839 423 20 189 0 214 495 53 16 8232.25 247460 320 61 0 1.0 382 758 -394 438 221 20 0 0 201 415 52 17 8232.16 247017 325 64 0 1.0 390 774 -443 393 198 20 0 0 178 396 52 18 8232.17 247066 54 71 0 1.0 126 250 49 367 185 20 0 0 165 365 54 19 8232.21 247263 160 73 0 1.0 234 464 197 720 363 20 117 0 226 543 54 20 8232.47 248546 0 72 0 1.0 73 145 1283 1547 780 299 241 0 240 828 54 21 8232.73 249832 0 72 0 1.0 73 145 1286 1533 773 282 137 0 354 946 52 22 8232.88 250576 0 75 0 1.0 76 151 744 1000 504 72 0 0 432 973 56 23 8232.98 251072 0 73 0 1.0 74 147 496 727 367 20 0 0 347 692 52 24 8233.16 251968 0 74 0 1.0 75 149 896 1141 575 89 149 0 337 705 53 25 8233.30 252665 121 73 0 1.0 195 387 697 1084 547 29 153 0 365 650 54 26 8233.31 252715 175 74 0 1.0 250 496 50 602 304 20 0 0 284 548 54 27 8233.32 252765 156 74 0 1.0 231 458 50 607 306 20 0 0 286 505 54 28 8233.35 252914 163 72 0 1.0 236 468 149 707 356 34 0 0 322 719 54 29 8233.49 253613 67 69 0 1.0 137 272 699 972 490 50 0 0 440 926 55 30 8233.60 254163 0 71 0 1.0 72 143 550 693 349 50 0 0 299 601 54 31 8233.62 254263 177 72 0 1.0 250 496 100 673 339 50 0 0 289 507 53 TOTAL CFS 3433 2180 0 31.0 5644 15092 3556 2723 165 8648 20809 1686 TOTAL AF 16612 6808 4329 0 61.5 11198 11198 16612 29932 29932 7057 5401 327 17153 41273 3341 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 06/16/04 WATER AND POWER CONTROL DIVISION TIME: 08:38:42 LOVELAND, COLORADO MAY 2004 EASTERN COLORADO PROJECTS MARYS AND ESTES WATER REGULATION BIG THOMPSON RIVER S T O R A G E LAKE E S T E S ELVATION TOTAL ESTES B Y P A S S CHANGE WIND O L Y M P U S COM- P A R K IN ADAMS RIVER PUTED MARYS ESTES MARYS LAKE MARYS LAKE STOR- TUNNEL DIVER- T U N N E L NATIVE BELOW SKIM POWER POWER PREC TEMP LAKE ESTES LAKE ESTES AGE 1 SION INFLOW PLANT PLANT DAY (FT) (FT) (AF) (AF) (AF) (AF) (CFS) (CFS) (AF) (CFS) (CFS) (CFS) (CFS) (AF) (AF) (IN) (MAX) (MIN) +8000. +7400. 544 2680 1 29.02 72.46 510 2621 -93 727.9 367.0 2.00 797.4 402.0 87.0 101.0 0 0 0 0.00 52 21 2 28.23 72.15 483 2569 -79 729.9 368.0 2.00 797.4 402.0 83.0 91.0 0 0 0 0.00 63 28 3 27.98 72.46 475 2621 44 815.2 411.0 2.00 797.4 402.0 100.0 89.0 0 0 0 0.00 68 49 4 27.47 73.56 459 2810 173 856.9 432.0 2.00 809.3 408.0 147.0 87.0 47 0 0 0.00 70 38 5 32.28 72.16 625 2571 -73 678.3 342.0 2.00 952.1 480.0 199.0 100.0 98 0 0 0.00 74 38 6 35.22 72.17 737 2572 113 678.3 342.0 1.00 944.1 476.0 290.0 101.0 189 0 0 0.00 74 44 7 36.65 71.70 794 2494 -21 563.3 284.0 0.00 991.7 500.0 306.0 101.0 205 0 0 0.00 72 49 8 33.95 71.50 688 2462 -138 487.9 246.0 0.00 1090.9 550.0 336.0 101.0 236 0 0 0.00 71 42 9 31.13 71.78 584 2508 -58 632.7 319.0 0.00 1090.9 550.0 302.0 100.0 201 0 0 0.00 70 35 10 32.41 72.40 630 2611 149 781.5 394.0 0.00 1094.9 552.0 333.0 101.0 184 0 0 0.00 69 33 11 30.34 73.06 555 2723 37 608.9 307.0 0.00 1090.9 550.0 410.0 149.0 129 0 0 0.04 68 38 12 31.89 72.68 611 2658 -9 898.5 453.0 0.00 1088.9 549.0 372.0 281.0 109 0 0 0.52 45 30 13 33.53 71.41 672 2447 -150 930.2 469.0 0.00 1088.9 549.0 268.0 263.0 62 0 0 0.24 37 28 14 31.65 71.91 602 2529 12 1067.1 538.0 1.00 1079.0 544.0 217.0 206.0 85 0 0 0.00 50 27 15 34.01 71.79 690 2509 68 1035.4 522.0 2.00 1086.9 548.0 190.0 132.0 65 0 0 0.04 58 32 16 35.97 71.49 767 2460 28 987.8 498.0 2.00 1071.1 540.0 179.0 125.0 52 0 0 0.00 64 33 17 33.04 71.97 654 2539 -34 848.9 428.0 2.00 995.7 502.0 182.0 127.0 55 0 0 0.04 60 39 18 32.46 72.70 632 2662 101 809.3 408.0 0.00 845.0 426.0 195.0 127.0 68 0 0 0.00 67 31 19 31.87 72.67 610 2656 -28 626.8 316.0 0.00 969.9 489.0 286.0 127.0 161 0 0 0.00 71 42 20 38.23 70.78 858 2346 -62 497.9 251.0 0.00 1031.4 520.0 363.0 125.0 159 0 0 0.00 60 44 21 33.72 70.96 679 2374 -151 491.9 248.0 1.00 1025.5 517.0 396.0 204.0 270 0 0 0.00 68 37 22 36.13 71.38 773 2442 162 739.8 373.0 4.00 1092.9 551.0 381.0 126.0 256 0 0 0.00 62 43 23 35.15 71.30 734 2429 -52 668.4 337.0 5.00 1090.9 550.0 307.0 125.0 182 0 0 0.00 66 43 24 35.69 70.54 756 2308 -99 674.4 340.0 3.00 1081.0 545.0 277.0 125.0 151 0 0 0.00 59 38 25 29.14 73.21 514 2749 199 954.0 481.0 4.00 1096.9 553.0 293.0 126.0 168 0 0 0.60 52 32 26 29.15 72.77 514 2673 -76 779.5 393.0 4.00 1085.0 547.0 237.0 125.0 112 0 0 0.00 64 36 27 29.66 72.19 532 2576 -79 775.5 391.0 4.00 1086.9 548.0 238.0 125.0 112 0 0 0.00 67 48 28 30.24 71.96 552 2537 -19 777.5 392.0 4.00 1085.0 547.0 267.0 126.0 141 0 0 0.00 73 39 29 31.07 72.69 581 2660 152 785.5 396.0 4.00 1094.9 552.0 354.0 126.0 228 0 0 0.04 58 40 30 31.81 72.45 608 2619 -14 771.6 389.0 4.00 1088.9 549.0 275.0 126.0 150 0 0 0.00 49 37 31 32.09 71.68 618 2491 -118 775.5 391.0 4.00 1085.0 547.0 218.0 125.0 92 0 0 0.00 60 40 TOTAL CFS 11826.0 15945.0 8088.0 4093.0 3967 TOTAL AF 74 -189 -115 117.02 16042. 8118. 7868 0 0 1.52 63 37 23456.5 31626.4 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 06/16/04 WATER AND POWER CONTROL DIVISION TIME: 08:38:42 LOVELAND, COLORADO MAY 2004 EASTERN COLORADO PROJECTS MARYS LAKE & LAKE ESTES INFLOW/OUTFLOW REGULATION G A U G E D F L O W ESTES & LAKE BIG BIG MARYS ESTES THOMP- THOMP- TOTAL COM- SON SON CHANGE PUTED ADAMS WIND FISH RIVER T O T A L OLYMPUS RIVER T O T A L IN NATIVE TUNNEL RIVER CREEK ABOVE I N F L O W TUNNEL BELOW O U T F L O W STORAGE INFLOW 1 2 DAY (CFS) (CFS) (CFS) (CFS) (CFS) (AF) (CFS) (CFS) (CFS) (AF) (AF) (CFS) 1 367.0 2.0 4.0 62.0 454.0 900 402.0 101.0 503.0 998 -93 87.0 2 368.0 2.0 3.0 62.0 451.0 895 402.0 91.0 493.0 978 -79 83.0 3 411.0 2.0 3.0 72.0 511.0 1014 402.0 89.0 491.0 974 44 100.0 4 432.0 2.0 3.0 109.0 579.0 1148 408.0 87.0 495.0 982 173 147.0 5 342.0 2.0 3.0 175.0 541.0 1073 480.0 100.0 580.0 1150 -73 199.0 6 342.0 1.0 3.0 256.0 632.0 1254 476.0 101.0 577.0 1144 113 290.0 7 284.0 0.0 3.0 297.0 590.0 1170 500.0 101.0 601.0 1192 -21 306.0 8 246.0 0.0 3.0 304.0 582.0 1154 550.0 101.0 651.0 1291 -138 336.0 9 319.0 0.0 3.0 270.0 621.0 1232 550.0 100.0 650.0 1289 -58 302.0 10 394.0 0.0 3.0 296.0 727.0 1442 552.0 101.0 653.0 1295 149 333.0 11 307.0 0.0 2.0 363.0 717.0 1422 550.0 149.0 699.0 1386 37 410.0 12 453.0 0.0 3.0 334.0 825.0 1636 549.0 281.0 830.0 1646 -9 372.0 13 469.0 0.0 3.0 241.0 737.0 1462 549.0 263.0 812.0 1611 -150 268.0 14 538.0 1.0 4.0 190.0 755.0 1498 544.0 206.0 750.0 1488 12 217.0 15 522.0 2.0 4.0 164.0 712.0 1412 548.0 132.0 680.0 1349 68 190.0 16 498.0 2.0 4.0 153.0 677.0 1343 540.0 125.0 665.0 1319 28 179.0 17 428.0 2.0 3.0 156.0 610.0 1210 502.0 127.0 629.0 1248 -34 182.0 18 408.0 0.0 3.0 172.0 603.0 1196 426.0 127.0 553.0 1097 101 195.0 19 316.0 0.0 3.0 256.0 602.0 1194 489.0 127.0 616.0 1222 -28 286.0 20 251.0 0.0 3.0 344.0 614.0 1218 520.0 125.0 645.0 1279 -62 363.0 21 248.0 1.0 3.0 359.0 644.0 1277 517.0 204.0 721.0 1430 -151 396.0 22 373.0 4.0 3.0 358.0 754.0 1496 551.0 126.0 677.0 1343 162 381.0 23 337.0 5.0 3.0 275.0 644.0 1277 550.0 125.0 675.0 1339 -52 307.0 24 340.0 3.0 3.0 258.0 617.0 1224 545.0 125.0 670.0 1329 -99 277.0 25 481.0 4.0 4.0 243.0 774.0 1535 553.0 126.0 679.0 1347 199 293.0 26 393.0 4.0 3.0 214.0 630.0 1250 547.0 125.0 672.0 1333 -76 237.0 27 391.0 4.0 3.0 207.0 629.0 1248 548.0 125.0 673.0 1335 -79 238.0 28 392.0 4.0 3.0 238.0 659.0 1307 547.0 126.0 673.0 1335 -19 267.0 29 396.0 4.0 3.0 320.0 750.0 1488 552.0 126.0 678.0 1345 152 354.0 30 389.0 4.0 3.0 247.0 664.0 1317 549.0 126.0 675.0 1339 -14 275.0 31 391.0 4.0 3.0 195.0 609.0 1208 547.0 125.0 672.0 1333 -118 218.0 TOTAL CFS 11826.0 97.0 7190.0 19914.0 15945.0 4093.0 20038.0 8088.0 AF 23456.5 117.0 192.4 14261.1 39498.8 39500 31626.4 8118.3 39744.8 39746 -115 16042.3 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 06/16/04 WATER AND POWER CONTROL DIVISION TIME: 08:38:42 LOVELAND, COLORADO MAY 2004 EASTERN COLORADO PROJECTS FOOTHILLS WATER REGULATION PINEWOOD F L A T I R O N CARTER LAKE HORSETOOTH BY- AVG PASS ELEV STORAGE ELEV STORAGE FLATIRON PUMP FLATIRON # 3 GEN. ELEV ELEV STORAGE ELEV STORAGE POLE (FT) (AF) (FT) (FT) HILL +6500. +5400. (AF) MWH KWH/AF (AF) AVG. MWH KWH/AF (AF) AVG. +5400. (FT) (AF) (FT) (AF) (AF) DAY CFS CFS 1601 494 69070 155676 1 73.5 1601 66.5 486 218.0 311.1 700.7 353.3 0.0 202.7 0.0 0.0 67.0 5718.81 69606 5429.46 155636 0 2 73.9 1634 66.1 470 218.0 311.8 699.2 352.5 0.0 203.1 0.0 0.0 66.8 5719.36 70144 5429.41 155534 0 3 74.1 1650 66.7 494 218.0 312.2 698.2 352.0 0.0 203.3 0.0 0.0 66.6 5719.71 70486 5429.34 155392 0 4 73.8 1625 68.2 555 217.0 312.8 693.6 349.7 0.0 203.7 0.0 0.0 67.6 5720.22 70974 5429.26 155230 0 5 75.1 1734 68.1 551 219.0 313.3 699.0 352.4 0.0 204.0 0.0 0.0 67.2 5720.60 71348 5429.19 155088 0 6 75.0 1725 68.3 559 216.0 313.8 688.2 347.0 0.0 204.3 0.0 0.0 66.3 5721.02 71762 5429.10 154905 0 7 73.8 1625 69.7 619 219.0 314.5 696.4 351.1 0.0 204.7 0.0 0.0 69.0 5721.53 72265 5429.00 154702 0 8 72.6 1531 69.5 610 217.0 315.1 688.6 347.2 0.0 205.0 0.0 0.0 68.6 5722.03 72760 5428.88 154460 0 9 71.0 1412 68.8 580 218.0 315.7 690.6 348.2 0.0 205.3 0.0 0.0 67.8 5722.48 73206 5428.73 154156 0 10 70.2 1356 67.6 530 216.0 316.4 682.6 344.1 0.0 205.8 0.0 0.0 66.5 5723.08 73802 5428.57 153833 0 11 68.4 1237 69.2 597 217.0 317.1 684.4 345.0 0.0 206.1 0.0 0.0 67.8 5723.59 74310 5428.32 153329 0 12 70.3 1363 67.9 542 216.0 317.7 679.9 342.8 0.0 206.5 0.0 0.0 66.6 5724.09 74809 5428.08 152845 0 13 70.5 1377 70.6 658 216.0 318.5 678.2 341.9 0.0 206.9 0.0 0.0 68.0 5724.69 75410 5427.89 152463 0 14 72.0 1485 69.3 601 217.0 319.0 680.3 343.0 0.0 207.2 0.0 0.0 69.0 5725.08 75801 5427.63 151941 0 15 73.0 1562 68.9 584 217.0 319.3 679.6 342.6 0.0 207.3 0.0 0.0 68.7 5725.33 76052 5427.39 151460 0 16 74.2 1658 69.2 597 216.0 319.6 675.9 340.8 0.0 207.5 0.0 0.0 67.4 5725.55 76273 5427.19 151060 0 17 75.0 1725 69.9 627 216.0 319.9 675.2 340.4 0.0 207.7 0.0 0.0 67.5 5725.80 76524 5426.93 150541 0 18 74.7 1700 69.8 623 216.0 320.2 674.7 340.1 0.0 207.8 0.0 0.0 68.1 5726.00 76726 5426.69 150063 0 19 76.1 1820 68.7 576 216.0 320.4 674.3 339.9 0.0 207.9 0.0 0.0 69.5 5726.15 76877 5426.38 149446 0 20 78.4 2028 67.9 542 166.0 320.2 518.4 261.4 0.0 207.8 0.0 0.0 66.4 5726.05 76776 5426.08 148850 0 21 77.1 1909 69.4 606 215.0 320.5 670.9 338.2 0.0 208.0 0.0 0.0 68.6 5726.25 76977 5425.75 148197 0 22 76.2 1829 68.3 559 216.0 321.0 672.9 339.2 0.0 208.2 0.0 0.0 69.1 5726.66 77391 5425.50 147703 0 23 74.8 1708 66.3 478 215.0 321.4 669.0 337.3 0.0 208.4 0.0 0.0 67.4 5726.94 77674 5425.20 147111 0 24 73.5 1601 65.9 463 216.0 321.7 671.4 338.5 0.0 208.6 0.0 0.0 65.6 5727.21 77947 5424.86 146441 38 25 72.5 1523 67.7 534 215.0 322.2 667.4 336.5 0.0 208.8 0.0 0.0 66.0 5727.54 78282 5424.66 146049 0 26 72.3 1508 68.2 555 212.0 322.5 657.4 331.4 0.0 209.0 0.0 0.0 66.5 5727.81 78556 5424.27 145285 0 27 71.8 1470 69.7 619 215.0 322.9 665.9 335.7 0.0 209.2 0.0 0.0 67.9 5728.10 78850 5423.96 144680 0 28 72.7 1538 69.8 623 215.0 323.3 664.9 335.2 0.0 209.4 0.0 0.0 69.1 5728.45 79206 5423.67 144115 0 29 74.6 1691 68.1 551 214.0 323.9 660.7 333.1 0.0 209.7 0.0 0.0 68.7 5728.87 79634 5423.58 143939 0 30 75.4 1759 65.0 429 214.0 324.3 659.8 332.6 0.0 209.9 0.0 0.0 66.3 5729.22 79991 5423.26 143318 0 31 73.3 1585 68.6 572 214.0 324.7 659.0 332.2 0.0 210.1 0.0 0.0 66.4 5729.52 80297 5423.12 143046 0 TOTAL CFS 10525.5 TOTAL AF -16 78 6650.0 20877.020877.0 0.0 0.0 0.0 11227 -12630 38 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 06/16/04 WATER AND POWER CONTROL DIVISION TIME: 08:38:42 LOVELAND, COLORADO MAY 2004 EASTERN COLORADO PROJECTS LOVELAND WASTE- WINDY SURPLUS DECREE SKIM TOTAL WAY INFLOW WIND WINDY GAP WATER WATER WATER DILLE TO B. T. TO GAP OPEN THRU THRU THRU B. T. POWER HORSE- DAY RIVER METERS FLOW DILLE DILLE DILLE TUNNEL RIVER PLANT TOOTH 1 0.00 0.00 1.40 0.00 0.00 0.00 0.00 14.00 0.00 15.00 2 0.00 0.00 1.60 0.00 0.00 0.00 0.00 0.00 0.00 15.00 3 0.00 0.00 1.60 0.00 0.00 0.00 0.00 0.00 0.00 15.00 4 0.00 0.00 1.60 0.00 7.30 0.00 7.30 0.00 0.00 29.00 5 0.00 0.00 1.60 0.00 10.00 0.00 10.00 22.00 0.00 29.00 6 0.00 0.00 1.60 0.00 10.00 47.00 57.00 9.00 116.00 33.00 7 0.00 0.00 1.60 0.00 10.00 69.00 79.00 0.00 194.00 31.00 8 0.00 0.00 1.60 0.00 10.00 74.00 84.00 0.00 270.00 36.00 9 0.00 0.00 1.60 0.00 10.00 71.00 81.00 0.00 300.00 39.00 10 0.00 0.00 1.60 0.00 10.00 70.00 80.00 0.00 281.00 36.00 11 0.00 0.00 1.60 0.00 10.00 106.00 116.00 0.00 283.00 36.45 12 0.00 0.00 1.20 0.00 10.00 215.00 225.00 0.00 332.00 45.00 13 0.00 0.00 1.00 0.00 10.00 237.00 247.00 0.00 337.00 40.00 14 0.00 0.00 1.00 0.00 10.00 188.00 198.00 23.00 290.00 39.00 15 0.00 0.00 1.00 0.00 10.00 117.00 127.00 32.00 209.00 38.00 16 0.00 0.00 1.00 0.00 10.00 79.00 89.00 9.30 158.00 38.00 17 0.00 0.00 1.00 0.00 10.00 71.00 81.00 0.00 135.00 39.00 18 0.00 0.00 1.00 0.00 10.00 70.00 80.00 0.00 124.00 38.55 19 0.00 0.00 1.00 0.00 10.00 70.00 80.00 0.00 129.00 31.00 20 0.00 0.00 1.00 0.00 10.00 85.00 95.00 0.00 130.00 40.00 21 0.00 0.00 1.00 0.00 10.00 90.00 100.00 0.00 236.00 40.00 22 0.00 0.00 1.00 0.00 10.00 75.00 85.00 0.00 290.00 40.00 23 0.00 0.00 1.00 0.00 10.00 70.00 80.00 0.00 329.00 40.00 24 0.00 0.00 1.00 0.00 10.00 70.00 80.00 0.00 289.00 39.00 25 0.00 0.00 1.00 0.00 10.00 70.00 80.00 0.00 242.00 40.00 26 0.00 0.00 1.00 0.00 10.00 85.00 95.00 0.00 236.00 39.00 27 0.00 0.00 1.00 0.00 10.00 90.00 100.00 0.00 239.00 39.00 28 0.00 0.00 1.00 0.00 10.00 90.00 100.00 0.00 208.00 40.00 29 0.00 0.00 1.00 0.00 10.00 90.00 100.00 0.00 208.00 40.00 30 0.00 0.00 1.00 0.00 10.00 75.00 85.00 0.00 258.00 41.00 31 0.00 0.00 1.30 0.00 10.00 70.00 80.00 0.00 257.00 40.00 TOTAL CFS 0.00 0.00 37.90 0.00 277.30 2444.00 2721.30 109.30 6080.00 1101.00 TOTAL AF 0.00 0.00 75.17 0.00 550.02 4847.60 5397.62 216.79 12059.50 2183.80 ADJUSTMENT AF 185.80 TOTAL FLOW OR DELIVERY AF 1998.00 METERED DELIVERY AF 493.20 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 06/16/04 WATER AND POWER CONTROL DIVISION TIME: 08:38:42 LOVELAND, COLORADO MAY 2004 EASTERN COLORADO PROJECTS WATER ORDERS - NORTHERN COLORADO WATER CONSERVANCY DISTRICT & MUNICIPAL SUBDISTRICT ST. HANSEN CUMULATIVE VRAIN BIG FEEDER HANSEN DIXON DAILY SEASON ABOVE SUPPLY THOMPSON CANAL SUPPLY FEEDER TOTAL TOTAL DAY FLATIRON CANAL RIVER TURNOUTS CANAL CANAL ORDERS (AF) 24060.60 1 0.00 76.00 0.00 0.00 14.50 0.00 90.50 24241.60 2 0.00 76.00 0.00 0.00 14.50 0.00 90.50 24422.60 3 0.00 76.00 0.00 0.00 14.50 0.00 90.50 24603.60 4 0.00 73.65 0.00 0.00 14.50 0.00 88.15 24779.90 5 0.00 72.00 0.00 0.00 15.45 1.00 88.45 24956.80 6 0.00 72.00 0.00 0.00 16.00 0.50 88.50 25133.80 7 0.00 45.35 0.00 0.00 33.70 0.00 79.05 25291.90 8 0.00 13.30 0.00 0.00 41.00 0.00 54.30 25400.50 9 0.00 4.00 0.00 0.00 59.75 0.00 63.75 25528.00 10 0.00 7.35 0.00 0.00 94.10 0.00 101.45 25730.90 11 0.00 9.00 0.00 0.55 165.85 0.00 175.40 26081.70 12 0.00 9.00 0.00 1.00 216.90 0.00 226.90 26535.50 13 0.00 12.00 0.00 1.00 210.70 0.00 223.70 26982.90 14 0.00 78.65 22.65 1.00 193.70 0.00 296.00 27574.90 15 0.00 140.70 32.00 1.00 175.75 0.00 349.45 28273.80 16 0.00 168.30 9.35 1.00 188.20 0.00 366.85 29007.50 17 0.00 175.00 0.00 1.00 189.70 0.00 365.70 29738.90 18 0.00 194.35 0.00 0.45 207.00 0.00 401.80 30542.50 19 0.00 204.00 0.00 0.00 217.00 0.00 421.00 31384.50 20 0.00 204.00 0.00 0.00 240.90 0.00 444.90 32274.30 21 0.00 170.65 0.00 0.00 234.25 0.00 404.90 33084.10 22 0.00 120.70 0.00 0.00 193.00 0.00 313.70 33711.50 23 0.00 104.00 0.00 0.00 208.85 0.00 312.85 34337.20 24 0.00 104.00 0.00 0.00 255.50 0.00 359.50 35056.20 25 0.00 104.00 0.70 0.00 262.15 0.00 366.85 35789.90 26 0.00 104.00 3.15 0.00 281.35 0.00 388.50 36566.90 27 0.00 104.00 4.00 0.00 286.35 6.65 401.00 37368.90 28 0.00 104.00 4.00 0.00 214.40 10.00 332.40 38033.70 29 0.00 81.30 4.00 0.00 157.35 10.00 252.65 38539.00 30 0.00 70.00 4.00 0.00 149.00 10.00 233.00 39005.00 31 0.00 70.00 4.00 0.00 149.00 10.00 233.00 39471.00 TOTAL CFS 0.00 2847.30 87.85 7.00 4714.90 48.15 7705.20 TOTAL AF 0.00 5694.60 175.70 14.00 9429.80 96.30 15410.40 39471.00 METERED DELIVERY AF 75.50 3374.30 185.80 27.90 2761.80 6425.30 45896.30 TOTAL FLOW OR DELIVERY AF * 75.50 9068.90 175.70 199.80 9457.70 2858.10 21835.70 45896.30 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 MAY 2004 PREC. AND EVAP. SUMMARY SHADOW MTN. ESTES POLE CARTER DILLON GREEN MOUNTAIN WILLOW CR. GL6SSW GL1NW GRANBY GRAND LAKE PARK HILL FLATIRON LAKE HORSETOOTH PREC. PREC. EVAP. EVAP. PREC. PREC. EVAP. EVAP. PREC. PREC. PREC. EVAP. PREC. EVAP. (IN) (IN) (AF) (AF) (IN) (IN) (AF) (AF) (IN) (IN) (IN) (AF) (IN) (AF) 1 0.00 0.00 15. 3. 0.00 0.00 56. 21. 0.00 0.00 0.00 7. 0.00 15. 2 0.00 0.06 15. 3. 0.00 0.00 56. 21. 0.00 0.00 0.20 -3. 0.00 27. 3 0.00 0.00 15. 3. 0.00 0.00 56. 21. 0.00 0.10 0.00 18. 0.00 37. 4 0.00 0.00 15. 3. 0.00 0.00 56. 21. 0.00 0.00 0.00 11. 0.00 23. 5 0.00 0.00 15. 3. 0.00 0.00 56. 21. 0.00 0.00 0.00 19. 0.00 38. 6 0.00 0.00 37. 6. 0.00 0.00 135. 52. 0.00 0.00 0.00 18. 0.00 37. 7 0.00 0.00 21. 4. 0.00 0.00 76. 29. 0.00 0.00 0.00 20. 0.00 41. 8 0.00 0.00 26. 4. 0.00 0.00 95. 36. 0.00 0.00 0.00 15. 0.00 31. 9 0.00 0.00 22. 4. 0.00 0.00 80. 30. 0.00 0.00 0.00 17. 0.00 34. 10 0.00 0.00 18. 3. 0.00 0.00 65. 25. 0.00 0.00 0.00 11. 0.00 23. 11 0.03 0.12 9. 4. 0.00 0.00 83. 31. 0.04 0.00 0.00 21. 0.00 42. 12 0.24 0.00 26. 4. 0.03 0.05 80. 30. 0.52 0.01 0.70 -33. 0.36 -10. 13 0.00 0.00 16. 3. 0.16 0.22 58. 21. 0.24 0.00 0.14 0. 0.31 0. 14 0.00 0.00 10. 1. 0.03 0.01 24. 9. 0.00 0.89 0.00 11. 0.00 22. 15 0.00 0.00 17. 3. 0.00 0.02 60. 22. 0.04 0.00 0.00 12. 0.00 23. 16 0.00 0.27 0. 4. 0.00 0.00 75. 28. 0.00 0.00 0.07 9. 0.00 30. 17 0.00 0.00 18. 3. 0.00 0.00 63. 24. 0.04 0.04 0.08 6. 0.00 25. 18 0.00 0.00 19. 3. 0.00 0.00 69. 26. 0.00 0.00 0.02 9. 0.06 11. 19 0.00 0.00 17. 3. 0.00 0.00 60. 22. 0.00 0.00 0.00 17. 0.00 33. 20 0.00 0.00 34. 6. 0.00 0.00 120. 45. 0.00 0.00 0.00 15. 0.00 29. 21 0.00 0.00 29. 5. 0.00 0.00 102. 38. 0.00 0.00 0.00 18. 0.00 36. 22 0.00 0.00 30. 5. 0.00 0.00 105. 39. 0.00 0.00 0.00 10. 0.03 15. 23 0.00 0.00 24. 4. 0.00 0.00 84. 31. 0.00 0.00 0.05 15. 0.00 38. 24 0.00 0.01 27. 4. 0.00 0.00 97. 36. 0.00 0.04 0.15 0. 0.00 25. 25 0.00 0.01 7. 0. 0.07 0.41 0. 0. 0.60 0.00 0.19 12. 0.39 -10. 26 0.00 0.00 40. 3. 0.20 0.01 56. 21. 0.00 0.38 0.00 23. 0.09 29. 27 0.00 0.00 29. 5. 0.00 0.00 100. 37. 0.00 0.00 0.00 15. 0.00 28. 28 0.00 0.00 27. 4. 0.00 0.00 91. 34. 0.00 0.00 0.00 13. 0.00 25. 29 0.15 0.00 22. 0. 0.18 0.20 1. 0. 0.04 0.00 0.00 30. 0.27 14. 30 0.02 0.00 9. 0. 0.08 0.01 0. 0. 0.00 0.00 0.00 21. 0.00 40. 31 0.00 0.50 0. 4. 0.01 0.01 78. 29. 0.00 0.00 0.00 20. 0.00 38. TOTALS 0.44 0.97 608. 101. 0.76 0.94 2138. 801. 1.52 1.46 1.60 377. 1.51 792. 1 UPPER COLORADO RIVER DAILY DATA COLLECTION FOR MAY 2004 NATIONAL WEATHER SERVICE - SALT LAKE CITY U.S. BUREAU OF RECLAMATION LOVELAND, COLORADO DAY L A K E G R A N B Y WILLOW CREEK RES. G R E E N M O U N T A I N R E S. INFLOW OUTFLOW GL6SSW GL6SSW GL6SSW INFLOW OUTFLOW INFLOW OUTFLOW MAX MIN MAX MIN PREC TEMP TEMP PREC (CFS) (CFS) TEMP TEMP (CFS) (CFS) 1 243 75 52 16 0.00 79 9 184 66 50 20 0.00 2 247 74 61 21 0.00 78 9 185 66 60 25 0.06 3 218 74 68 26 0.00 74 9 181 63 66 34 0.00 4 310 74 70 29 0.00 98 9 232 62 69 35 0.00 5 587 74 76 28 0.00 117 10 285 62 72 32 0.00 6 882 72 75 29 0.00 166 8 383 62 71 35 0.00 7 977 71 74 26 0.00 175 6 409 62 70 37 0.00 8 1103 71 74 27 0.00 186 5 468 63 70 32 0.00 9 941 71 73 27 0.00 186 6 449 63 69 30 0.00 10 1049 71 70 26 0.00 196 6 449 63 74 38 0.00 11 1132 72 67 34 0.00 189 5 475 63 66 26 0.12 12 986 69 60 25 0.03 185 5 438 64 46 28 0.00 13 803 63 48 29 0.16 180 6 354 64 44 23 0.00 14 517 62 52 26 0.03 149 5 276 64 49 30 0.00 15 495 62 59 29 0.00 142 5 251 64 63 32 0.00 16 415 62 67 28 0.00 125 5 224 64 64 33 0.27 17 396 65 65 32 0.00 117 7 233 64 62 38 0.00 18 365 72 73 35 0.00 113 3 227 64 72 37 0.00 19 543 74 75 35 0.00 120 1 281 64 73 37 0.00 20 828 73 76 39 0.00 134 3 427 65 71 34 0.00 21 946 73 71 29 0.00 142 3 452 64 66 38 0.00 22 973 76 71 34 0.00 130 2 472 65 59 31 0.00 23 692 74 67 27 0.00 124 2 362 65 64 30 0.00 24 705 75 66 26 0.00 127 5 337 65 62 33 0.01 25 650 74 56 35 0.07 143 4 317 62 60 29 0.01 26 548 75 66 29 0.20 122 2 296 59 63 40 0.00 27 505 75 66 43 0.00 107 2 320 58 65 36 0.00 28 719 73 74 36 0.00 107 2 334 58 73 36 0.00 29 926 70 75 38 0.18 113 2 450 59 50 28 0.00 30 601 72 46 26 0.08 110 2 366 59 47 28 0.00 31 507 73 60 34 0.01 96 1 288 59 59 32 0.50