1 PICK SLOAN MISSOURI BASIN PROGRAM UNITED STATES BUREAU OF RECLAMATION WESTERN DIVISION WATER AND POWER SYSTEM AS OF 06/14/06 WATER AND POWER CONTROL DIVISION TIME: 08:35:15 LOVELAND, COLORADO MAY 2006 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) 226879 1 9008.37 227464 101 0 101 0 202 585 810 405 6 411 0.00 56 26 23 309 2 9008.45 227698 13 79 92 192 568 234 823 412 8 420 0.01 59 32 21 327 3 9008.51 227874 101 0 101 252 706 176 903 452 9 461 0.01 57 25 21 369 4 9008.62 228196 101 0 101 252 706 322 1051 526 11 537 0.00 61 24 23 367 5 9008.70 228431 101 0 101 252 706 235 964 482 11 493 0.00 54 21 23 381 6 9008.79 228695 97 3 100 252 704 264 991 496 11 507 0.00 53 27 23 352 7 9008.91 229049 101 0 101 200 602 354 979 490 10 500 0.00 53 31 23 356 8 9009.03 229402 101 0 101 242 686 353 1039 520 10 530 0.27 53 29 0 377 9 9009.05 229461 101 0 101 341 884 59 965 483 9 492 0.01 50 25 22 388 10 9009.07 229520 101 0 101 352 906 59 988 494 8 502 0.00 44 14 23 304 11 9009.02 229373 101 0 101 352 906 -147 782 391 9 400 0.00 55 19 23 288 12 9008.99 229284 101 0 101 416 1034 -89 968 484 14 498 0.00 64 28 23 282 13 9009.03 229402 101 0 101 424 1050 118 1191 596 20 616 0.00 67 28 23 359 14 9009.13 229697 101 0 101 424 1050 295 1368 684 24 708 0.00 64 24 23 451 15 9009.23 229992 101 0 101 449 1100 295 1418 709 32 741 0.00 65 23 23 490 16 9009.43 230584 101 0 101 499 1200 592 1816 908 35 943 0.00 67 27 24 600 17 9009.72 231444 101 0 101 454 1110 860 1994 997 43 1040 0.00 68 29 24 682 18 9010.06 232456 101 0 101 452 1106 1012 2142 1071 71 1142 0.00 70 31 24 742 19 9010.39 233442 94 122 216 452 1336 986 2346 1173 79 1252 0.00 70 32 24 725 20 9010.66 234252 101 386 487 411 1796 810 2630 1315 84 1399 0.00 68 31 24 760 21 9011.01 235305 112 391 503 354 1714 1053 2791 1396 93 1489 0.00 70 32 24 1024 22 9011.45 236635 101 402 503 397 1800 1330 3130 1565 89 1654 0.39 69 32 0 1003 23 9011.79 237667 100 420 520 401 1842 1032 2898 1449 69 1518 0.00 58 28 24 1167 24 9012.17 238825 101 231 332 494 1652 1158 2834 1417 75 1492 0.00 69 28 24 931 25 9012.78 240695 104 7 111 476 1174 1870 3068 1534 106 1640 0.00 73 30 24 1005 26 9013.38 242548 104 0 104 465 1138 1853 3016 1508 108 1616 0.00 71 29 25 967 27 9014.01 244508 104 0 104 472 1152 1960 3137 1569 97 1666 0.00 71 31 25 920 28 9014.49 246012 104 0 104 482 1172 1504 2679 1340 74 1414 0.11 64 24 3 814 29 9014.90 247303 104 0 104 496 1200 1291 2516 1258 63 1321 0.00 56 25 25 657 30 9015.24 248380 104 0 104 487 1182 1077 2284 1142 53 1195 0.00 63 24 25 511 31 9015.60 249525 104 0 104 511 1230 1145 2400 1200 65 1265 0.00 66 24 25 484 TOTAL CFS 3063 2041 5104 11703 28466 1396 29862 18392 TOTAL AF 22646 6126 4082 10208 23406 33614 22646 56921 56921 2792 59724 0.80 62 27 661 36784 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 06/14/06 WATER AND POWER CONTROL DIVISION TIME: 08:35:15 LOVELAND, COLORADO MAY 2006 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) 70394 1 7900.15 70978 109 0 109 216 584 814 410 304 6 720 0.00 56 26 2970 2 7900.64 71580 109 0 109 216 602 832 419 320 8 747 0.10 59 29 3040 3 7901.21 72283 109 0 109 216 703 933 470 351 9 830 0.00 55 31 3340 4 7901.77 72981 109 0 109 216 698 928 468 425 11 904 0.00 59 26 3580 5 7902.35 73708 109 0 109 216 727 957 482 381 11 874 0.00 51 25 3890 6 7902.88 74375 109 0 109 216 667 897 452 396 11 859 0.00 54 30 3840 7 7903.41 75049 110 0 110 218 674 906 457 389 10 856 0.07 52 38 3720 8 7903.97 75764 110 0 110 218 715 948 478 419 10 907 0.32 52 27 3580 9 7904.54 76499 111 0 111 220 735 970 489 382 9 880 0.00 48 23 3620 10 7904.98 77067 111 0 111 220 568 803 405 393 8 806 0.00 45 19 3590 11 7905.39 77602 112 0 112 222 535 772 389 290 9 688 0.00 57 19 3310 12 7905.79 78125 112 0 112 222 523 760 383 383 14 780 0.00 65 30 3230 13 7906.30 78795 113 0 113 224 670 913 460 495 20 975 0.00 67 32 3390 14 7906.94 79641 113 0 113 224 846 1095 552 583 24 1159 0.00 63 28 3840 15 7907.64 80576 113 0 113 224 935 1172 591 608 32 1231 0.00 67 28 4250 16 7908.49 81719 115 0 115 228 1143 1390 701 807 35 1543 0.00 69 31 4690 17 7909.45 83025 115 0 115 228 1306 1553 783 896 43 1722 0.00 68 32 5030 18 7910.49 84455 115 0 115 228 1430 1673 843 970 71 1884 0.00 70 38 5110 19 7911.56 85943 182 0 182 361 1488 1867 941 957 79 1977 0.00 69 39 5360 20 7912.36 87068 622 52 674 1337 1125 2474 1247 828 84 2159 0.00 67 33 5700 21 7913.09 88103 741 250 991 1966 1035 3029 1527 893 93 2513 0.00 70 34 6700 22 7913.96 89348 754 125 879 1743 1245 2988 1506 1062 89 2657 0.38 66 34 7620 23 7915.26 91234 728 0 728 1444 1886 3347 1687 929 69 2685 0.00 59 31 8840 24 7916.23 92658 534 0 534 1059 1424 2505 1263 1085 75 2423 0.00 70 32 7940 25 7917.51 94564 101 33 134 266 1906 2213 1116 1423 106 2645 0.00 72 33 7580 26 7918.82 96544 0 60 60 119 1980 2124 1071 1404 108 2583 0.00 72 39 7610 27 7920.05 98432 0 60 60 119 1888 2031 1024 1465 97 2586 0.00 70 37 7370 28 7921.13 100116 0 60 60 119 1684 1820 918 1236 74 2228 0.00 59 24 6680 29 7922.00 101488 0 60 60 119 1372 1510 761 1154 63 1978 0.04 54 26 5790 30 7922.68 102574 0 60 60 119 1086 1220 615 1038 53 1706 0.00 54 27 4780 31 7923.32 103603 0 61 61 121 1029 1166 588 1096 65 1749 0.00 67 29 4270 TOTAL CFS 5666 821 6487 23496 23362 1396 48254 154260 TOTAL AF 33209 11236 1628 12864 12864 33209 46610 46601 46339 2771 95710 0.91 61 30 305973 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 06/14/06 WATER AND POWER CONTROL DIVISION TIME: 08:35:15 LOVELAND, COLORADO MAY 2006 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) 8393 1 8122.26 8438 7 0 0 1 15 125 148 294 45 341 172 2 8121.88 8344 7 0 0 2 0 242 251 498 -94 406 205 3 8121.73 8308 7 0 0 3 0 236 246 488 -36 454 229 4 8121.75 8313 7 0 0 3 0 237 247 490 5 497 251 5 8121.82 8330 7 0 0 3 0 239 249 494 17 513 259 6 8121.85 8337 7 0 0 3 0 241 251 498 7 507 256 7 8121.83 8332 7 0 0 3 0 241 251 498 -5 495 250 8 8121.06 8146 7 0 0 3 0 354 364 722 -186 538 271 9 8120.36 7980 7 0 0 4 0 348 359 712 -166 548 276 10 8120.47 8006 7 0 0 3 0 234 244 484 26 512 258 11 8120.30 7966 7 0 0 3 0 241 251 498 -40 460 232 12 8119.65 7816 7 0 0 3 0 286 296 587 -150 439 221 13 8119.54 7790 7 0 0 3 0 241 251 498 -26 475 239 14 8119.84 7860 7 0 0 3 0 241 251 498 70 572 288 15 8120.36 7980 7 0 0 3 0 241 251 498 120 620 313 16 8121.05 8144 7 0 0 3 0 241 251 498 164 665 335 17 8120.63 8044 7 0 0 3 0 375 385 764 -100 667 336 18 8120.02 7901 7 0 0 4 0 398 409 811 -143 670 338 19 8120.05 7908 7 0 0 4 0 342 353 700 7 709 357 20 8121.13 8163 7 0 0 3 0 230 240 476 255 733 370 21 8122.22 8428 7 0 0 3 0 236 246 488 265 757 382 22 8122.10 8398 7 0 0 3 0 377 387 768 -30 741 374 23 8122.03 8381 7 0 0 4 0 452 463 918 -17 903 455 24 8121.32 8208 7 0 0 4 0 451 462 916 -173 746 376 25 8120.35 7978 7 0 0 4 0 447 458 908 -230 684 345 26 8120.14 7929 7 0 0 4 0 356 367 728 -49 682 344 27 8120.88 8103 7 0 0 3 0 229 239 474 174 651 328 28 8121.40 8228 7 0 0 3 0 231 241 478 125 605 305 29 8121.63 8283 7 0 0 3 0 237 247 490 55 548 276 30 8121.57 8269 7 0 0 3 0 242 252 500 -14 488 246 31 8121.28 8199 7 0 0 3 0 244 254 504 -70 436 220 TOTAL CFS 217 0 0 97 15 8835 9164 9107 TOTAL AF -194 434 0 0 194 30 17523 18178 18178 -194 18062 18062 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 06/14/06 WATER AND POWER CONTROL DIVISION TIME: 08:35:15 LOVELAND, COLORADO MAY 2006 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 0 117 232 309 0.00 3 0 0 184 365 307 0.00 4 0 0 175 347 405 0.00 5 0 0 184 365 385 0.00 6 0 0 184 365 367 0.00 7 0 0 184 365 359 0.00 8 0 0 184 365 415 0.00 9 0 0 184 365 533 0.00 10 0 0 184 365 418 0.00 11 0 0 184 365 357 0.00 12 0 0 184 365 344 0.00 13 0 0 184 365 353 0.00 14 0 0 184 365 383 0.00 15 0 0 184 365 398 0.00 16 0 0 184 365 393 0.00 17 0 0 184 365 379 0.00 18 0 0 184 365 344 0.00 19 0 0 234 464 329 0.00 20 0 0 357 708 201 0.00 21 0 0 357 708 223 0.00 22 0 0 357 708 235 0.00 23 0 0 357 708 380 0.00 24 0 0 357 708 299 0.00 25 0 0 357 708 200 0.00 26 0 0 350 694 182 0.00 27 0 0 357 708 159 0.00 28 0 0 357 708 117 0.00 29 0 0 357 708 94 0.00 30 0 0 357 708 91 0.00 31 0 0 285 565 93 0.00 TOTAL CFS 0 0 7491 9052 TOTAL AF 0 0 14858 14858 17954 0.00 1 PICK SLOAN MISSOURI BASIN PROGRAM UNITED STATES BUREAU OF RECLAMATION WESTERN DIVISION WATER AND POWER SYSTEM AS OF 06/14/06 WATER AND POWER CONTROL DIVISION TIME: 08:35:15 LOVELAND, COLORADO MAY 2006 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 17601 1 8366.65 8366.65 17725 217 20 237 470 124 615 143 472 238 0.00 0.05 61 31 2 8366.66 8366.68 17770 217 20 237 470 45 536 0 536 270 0.00 0.02 62 28 3 8366.65 8366.67 17752 410 236 646 1281 -18 1284 0 1284 647 0.00 0.04 59 33 4 8366.54 8366.57 17563 294 166 460 912 -189 744 0 744 375 0.17 0.20 56 31 5 8366.36 8366.43 17285 506 20 526 1043 -278 786 159 627 316 0.00 0.01 56 31 6 8366.38 8366.42 17282 406 20 426 845 -3 863 290 573 289 0.00 0.00 56 28 7 8366.43 8366.45 17348 394 20 414 821 66 908 347 561 283 0.00 0.02 59 28 8 8366.49 8366.55 17510 422 20 442 877 162 1060 305 755 381 0.35 0.15 55 34 9 8366.41 8366.45 17338 511 20 531 1053 -172 902 284 618 312 0.18 0.07 53 29 10 8366.44 8366.50 17419 513 20 533 1057 81 1159 645 514 259 0.00 0.00 51 22 11 8366.34 8366.40 17235 522 20 542 1075 -184 912 464 448 226 0.00 0.00 61 18 12 8366.42 8366.48 17382 535 20 555 1101 147 1269 783 486 245 0.00 0.00 68 24 13 8366.50 8366.57 17543 539 20 559 1109 161 1296 615 681 343 0.00 0.00 71 28 14 8366.45 8366.48 17397 535 20 555 1101 -146 990 60 930 469 0.00 0.00 64 32 15 8366.58 8366.61 17636 413 20 433 859 239 1117 0 1117 563 0.00 0.00 66 25 16 8366.65 8366.66 17738 292 546 838 1662 102 1790 0 1790 902 0.00 0.00 69 27 17 8366.60 8366.63 17674 329 705 1034 2051 -64 2012 0 2012 1014 0.00 0.00 67 29 18 8366.57 8366.60 17618 398 611 1009 2001 -56 1965 0 1965 991 0.00 0.00 71 30 19 8366.57 8366.56 17565 392 875 1267 2513 -53 2481 0 2481 1251 0.02 0.00 68 33 20 8366.68 8366.58 17647 184 1250 1434 2844 82 2941 0 2941 1483 0.00 0.00 71 33 21 8366.60 8366.50 17501 0 1729 1729 3429 -146 3319 0 3319 1673 0.00 0.00 76 33 22 8366.49 8366.48 17417 145 1551 1696 3364 -84 3307 0 3307 1667 0.00 0.00 71 37 23 8366.54 8366.43 17377 177 1789 1966 3900 -40 3881 0 3881 1957 0.59 0.68 60 35 24 8366.50 8366.45 17384 14 1368 1382 2741 7 2775 0 2775 1399 0.00 0.00 70 31 25 8366.54 8366.51 17483 239 1132 1371 2719 99 2868 0 2868 1446 0.00 0.00 76 32 26 8366.71 8366.57 17650 189 1483 1672 3316 167 3513 0 3513 1771 0.00 0.00 73 35 27 8366.51 8366.52 17482 116 1596 1712 3396 -168 3257 0 3257 1642 0.00 0.00 76 33 28 8366.53 8366.51 17478 371 1073 1444 2864 -4 2880 0 2880 1452 0.00 0.00 74 44 29 8366.52 8366.52 17487 246 1073 1319 2616 9 2652 0 2652 1337 0.01 0.01 56 25 30 8366.35 8366.37 17200 243 870 1113 2208 -287 1938 0 1938 977 0.00 0.00 67 28 31 8366.49 8366.53 17484 384 91 475 942 284 1245 0 1245 628 0.00 0.00 71 27 TOTAL CFS 10153 18404 28557 26806 65 30 TOTAL AF -117 20138.2 36505 56640 56640 -117 57265 4095 53170 53169 1.32 1.25 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 06/14/06 WATER AND POWER CONTROL DIVISION TIME: 08:35:15 LOVELAND, COLORADO MAY 2006 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) 316315 1 8245.38 316708 72 48 0 6.0 126 250 393 708 357 20 125 0 212 450 55 2 8245.57 317777 0 66 0 6.0 72 143 1069 1277 644 20 242 117 265 535 77 3 8245.84 319298 0 65 0 6.0 71 141 1521 1727 871 236 236 184 215 862 76 4 8246.10 320767 0 67 0 6.0 73 145 1469 1680 847 166 237 175 269 644 78 5 8246.32 322013 80 65 0 6.0 151 300 1246 1612 813 20 239 184 370 686 75 6 8246.49 322977 146 65 0 6.0 217 430 964 1460 736 20 241 184 291 580 74 7 8246.65 323886 175 67 0 6.0 248 492 909 1467 740 20 241 184 295 578 75 8 8246.94 325537 154 64 0 6.0 224 444 1651 2161 1090 20 354 184 532 913 79 9 8247.15 326740 143 61 0 6.0 210 417 1203 1686 850 20 348 184 298 610 75 10 8247.22 327137 325 66 0 6.0 397 787 397 1250 630 20 234 184 192 451 75 11 8247.34 327820 234 69 0 6.0 309 613 683 1362 687 20 241 184 242 468 75 12 8247.41 328218 395 70 0 3.0 468 928 398 1392 702 20 286 184 212 457 75 13 8247.50 328731 310 70 0 3.0 383 760 513 1356 684 20 241 184 239 582 76 14 8247.72 329986 30 70 0 3.0 103 204 1255 1570 792 20 241 184 347 816 74 15 8247.97 331415 0 73 0 3.0 76 151 1429 1639 826 20 241 184 381 944 78 16 8248.35 333593 0 69 0 3.0 72 143 2178 2404 1212 546 241 184 241 1143 76 17 8248.85 336468 0 65 0 3.0 68 135 2875 3090 1558 705 375 184 294 1308 75 18 8249.35 339356 0 63 0 3.0 66 131 2888 3082 1554 611 398 184 361 1352 76 19 8249.95 342838 0 56 0 3.0 59 117 3482 3667 1849 875 342 234 398 1649 78 20 8250.63 346804 0 52 0 3.0 55 109 3966 4124 2079 1250 230 357 242 1725 76 21 8251.46 351675 0 63 0 3.0 66 131 4871 5120 2581 1729 236 357 259 1932 74 22 8252.35 356936 0 67 0 3.0 70 139 5261 5490 2768 1551 377 357 483 2150 79 23 8253.31 362652 0 65 0 3.0 68 135 5716 5921 2985 1789 452 357 387 2344 76 24 8254.08 367270 0 69 0 3.0 72 143 4618 4852 2446 1368 451 357 270 1669 73 25 8254.79 371553 0 73 0 3.0 76 151 4283 4599 2319 1132 447 357 383 1829 76 26 8255.52 375981 0 74 0 3.0 77 153 4428 4680 2360 1483 356 350 171 1942 76 27 8256.30 380742 0 72 0 3.0 75 149 4761 5006 2524 1596 229 357 342 1984 76 28 8256.92 384546 0 73 0 3.0 76 151 3804 4022 2028 1073 231 357 367 1819 76 29 8257.45 387813 0 72 0 3.0 75 149 3267 3508 1769 1073 237 357 102 1439 75 30 8257.93 390784 0 73 0 3.0 76 151 2971 3182 1604 870 242 357 135 1112 74 31 8258.23 392646 0 72 0 3.0 75 149 1862 2075 1046 91 244 285 426 1054 74 TOTAL CFS 2064 2064 0 126.0 4254 43951 18404 8835 7491 9221 36027 2327 TOTAL AF 76331 4095 4097 0 249.9 8441 8441 76331 87169 87169 36505 17523 14858 18289 71457 4623 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 06/14/06 WATER AND POWER CONTROL DIVISION TIME: 08:35:15 LOVELAND, COLORADO MAY 2006 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. 516 2604 1 29.74 72.08 534 2557 -29 430.4 217.0 1.00 450.2 227.0 80.0 86.0 0 448 0 0.00 63 30 2 28.49 72.29 492 2592 -7 430.4 217.0 1.00 571.2 288.0 153.0 87.0 0 450 0 0.00 62 36 3 29.44 72.24 524 2584 24 813.2 410.0 1.00 452.2 228.0 -77.0 94.0 0 443 0 0.56 45 33 4 29.99 72.83 543 2684 119 583.1 294.0 1.00 476.0 240.0 115.0 111.0 0 614 0 0.16 42 35 5 30.64 72.44 566 2618 -43 1003.6 506.0 1.00 1077.0 543.0 116.0 102.0 13 1029 0 0.12 42 33 6 28.51 72.47 493 2623 -68 805.3 406.0 1.00 890.6 449.0 111.0 103.0 8 824 0 0.00 60 29 7 28.21 72.63 483 2650 17 781.5 394.0 1.00 799.3 403.0 119.0 103.0 -5 805 0 0.00 58 37 8 26.92 72.66 441 2655 -37 837.0 422.0 1.00 882.6 445.0 127.0 124.0 23 878 0 0.04 55 40 9 26.87 72.44 440 2618 -38 1013.6 511.0 1.00 1088.9 549.0 122.0 104.0 19 1041 0 0.00 53 35 10 25.86 72.25 409 2586 -63 1017.5 513.0 1.00 1088.9 549.0 106.0 103.0 5 1044 0 0.04 49 27 11 30.06 71.06 546 2390 -59 1035.4 522.0 1.00 1083.0 546.0 94.0 101.0 0 1065 0 0.00 60 24 12 31.53 70.84 598 2355 17 1061.2 535.0 1.00 1019.5 514.0 90.0 104.0 0 1070 0 0.00 68 32 13 31.61 71.41 601 2447 95 1069.1 539.0 1.00 1031.4 520.0 131.0 104.0 24 1084 0 0.00 69 44 14 30.86 72.50 574 2628 154 1061.2 535.0 1.00 1088.9 549.0 197.0 107.0 71 1093 0 0.00 60 39 15 33.94 71.47 688 2457 -57 819.2 413.0 1.00 1088.9 549.0 232.0 126.0 106 836 0 0.00 63 30 16 32.68 70.50 640 2301 -204 579.2 292.0 1.00 1045.3 527.0 258.0 126.0 132 601 0 0.00 70 31 17 28.99 71.04 509 2387 -45 652.6 329.0 1.00 1049.3 529.0 302.0 126.0 174 683 0 0.00 67 35 18 28.84 71.88 504 2524 132 789.4 398.0 1.00 1090.9 550.0 345.0 128.0 162 817 0 0.00 72 36 19 37.98 71.35 847 2437 256 777.5 392.0 1.00 1021.5 515.0 433.0 183.0 0 804 0 0.00 76 42 20 38.90 70.27 885 2265 -134 365.0 184.0 1.00 599.0 302.0 518.0 468.0 352 364 0 0.00 73 52 21 34.19 71.03 697 2386 -67 0.0 0.0 1.00 797.4 402.0 533.0 166.0 407 0 0 0.00 76 43 22 33.09 72.11 655 2562 134 287.6 145.0 1.00 858.8 433.0 480.0 126.0 353 309 0 0.16 70 39 23 38.11 73.01 853 2714 350 351.1 177.0 1.00 977.9 493.0 617.0 127.0 491 364 0 0.00 60 47 24 34.66 71.70 715 2494 -358 27.8 14.0 1.00 1009.6 509.0 441.0 126.0 316 37 0 0.00 74 43 25 32.48 72.53 633 2633 57 474.0 239.0 1.00 1102.8 556.0 469.0 125.0 344 512 0 0.00 73 37 26 36.72 71.87 796 2522 52 374.9 189.0 1.00 1088.9 549.0 510.0 125.0 385 377 0 0.00 75 39 27 32.14 72.02 620 2547 -151 230.1 116.0 1.00 1057.2 533.0 465.0 125.0 339 257 0 0.00 76 42 28 36.52 72.49 788 2626 247 735.9 371.0 1.00 1094.9 552.0 429.0 126.0 303 757 0 0.00 67 46 29 35.12 71.92 733 2531 -150 487.9 246.0 2.00 1077.0 543.0 346.0 126.0 222 511 0 0.00 59 41 30 34.20 70.62 698 2320 -246 482.0 243.0 2.00 1035.4 522.0 278.0 124.0 152 504 0 0.00 58 38 31 27.27 72.42 452 2614 48 761.7 384.0 2.00 1053.2 531.0 295.0 126.0 169 798 0 0.00 64 39 TOTAL CFS 10153.0 14645.0 8435.0 4012.0 4565 TOTAL AF -64 10 -54 67.44 16731. 7958. 9055 20419 0 1.08 63 37 20138.2 29047.9 NOTE: USE FACTOR OF 1.98347 TO CONVERT CFS TO AF/DAY, 0.50417 TO CONVERT AF/DAY TO CFS FACTORS=2.066116 AND.483988 FOR 25 HR/DAY; 1.900825 AND .526087 FOR 23 HR/DAY 1 EAST PORTAL ADAMS TUNNEL MINUS WIND RIVER 1 PICK SLOAN MISSOURI BASIN PROGRAM UNITED STATES BUREAU OF RECLAMATION WESTERN DIVISION WATER AND POWER SYSTEM AS OF 06/14/06 WATER AND POWER CONTROL DIVISION TIME: 08:35:15 LOVELAND, COLORADO MAY 2006 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) 1 217.0 1.0 1.0 72.0 297.0 589 227.0 86.0 313.0 621 -29 80.0 2 217.0 1.0 1.0 81.0 370.0 734 288.0 87.0 375.0 744 -7 153.0 3 410.0 1.0 1.0 102.0 333.0 660 228.0 94.0 322.0 639 24 -77.0 4 294.0 1.0 1.0 102.0 409.0 811 240.0 111.0 351.0 696 119 115.0 5 506.0 1.0 1.0 101.0 622.0 1234 543.0 102.0 645.0 1279 -43 116.0 6 406.0 1.0 1.0 94.0 517.0 1025 449.0 103.0 552.0 1095 -68 111.0 7 394.0 1.0 1.0 102.0 513.0 1018 403.0 103.0 506.0 1004 17 119.0 8 422.0 1.0 1.0 110.0 549.0 1089 445.0 124.0 569.0 1129 -37 127.0 9 511.0 1.0 1.0 110.0 633.0 1256 549.0 104.0 653.0 1295 -38 122.0 10 513.0 1.0 1.0 94.0 619.0 1228 549.0 103.0 652.0 1293 -63 106.0 11 522.0 1.0 1.0 82.0 616.0 1222 546.0 101.0 647.0 1283 -59 94.0 12 535.0 1.0 1.0 81.0 625.0 1240 514.0 104.0 618.0 1226 17 90.0 13 539.0 1.0 1.0 119.0 670.0 1329 520.0 104.0 624.0 1238 95 131.0 14 535.0 1.0 1.0 181.0 732.0 1452 549.0 107.0 656.0 1301 154 197.0 15 413.0 1.0 1.0 221.0 645.0 1279 549.0 126.0 675.0 1339 -57 232.0 16 292.0 1.0 1.0 250.0 550.0 1091 527.0 126.0 653.0 1295 -204 258.0 17 329.0 1.0 1.0 288.0 631.0 1252 529.0 126.0 655.0 1299 -45 302.0 18 398.0 1.0 1.0 335.0 743.0 1474 550.0 128.0 678.0 1345 132 345.0 19 392.0 1.0 1.0 443.0 825.0 1636 515.0 183.0 698.0 1384 256 433.0 20 184.0 1.0 1.0 525.0 702.0 1392 302.0 468.0 770.0 1527 -134 518.0 21 0.0 1.0 1.0 533.0 533.0 1057 402.0 166.0 568.0 1127 -67 533.0 22 145.0 1.0 1.0 489.0 625.0 1240 433.0 126.0 559.0 1109 134 480.0 23 177.0 1.0 1.0 643.0 794.0 1575 493.0 127.0 620.0 1230 350 617.0 24 14.0 1.0 1.0 452.0 455.0 902 509.0 126.0 635.0 1260 -358 441.0 25 239.0 1.0 1.0 484.0 708.0 1404 556.0 125.0 681.0 1351 57 469.0 26 189.0 1.0 0.0 525.0 699.0 1386 549.0 125.0 674.0 1337 52 510.0 27 116.0 1.0 0.0 479.0 581.0 1152 533.0 125.0 658.0 1305 -151 465.0 28 371.0 1.0 0.0 440.0 800.0 1587 552.0 126.0 678.0 1345 247 429.0 29 246.0 2.0 0.0 356.0 592.0 1174 543.0 126.0 669.0 1327 -150 346.0 30 243.0 2.0 0.0 285.0 521.0 1033 522.0 124.0 646.0 1281 -246 278.0 31 384.0 2.0 0.0 293.0 679.0 1347 531.0 126.0 657.0 1303 48 295.0 TOTAL CFS 10153.0 25.0 8472.0 18588.0 14645.0 4012.0 18657.0 8435.0 AF 20138.2 67.4 49.6 16804.0 36868.7 36868 29047.9 7957.7 37005.6 37007 -54 16730.6 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 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 06/14/06 WATER AND POWER CONTROL DIVISION TIME: 08:35:15 LOVELAND, COLORADO MAY 2006 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 908 588 87450 126323 1 65.6 1068 68.9 584 64.0 333.7 191.8 96.7 0.0 214.0 0.0 0.0 69.2 5736.24 87261 5414.21 126342 0 2 72.1 1493 69.4 606 0.0 333.5 0.0 0.0 0.0 213.9 0.0 0.0 69.2 5736.06 87072 5414.05 126052 0 3 74.4 1675 69.5 610 88.0 333.4 263.9 133.1 0.0 213.9 0.0 0.0 69.5 5736.01 87019 5414.11 126160 0 4 69.8 1329 68.7 576 210.0 333.9 628.9 317.1 0.0 214.1 0.0 0.0 69.0 5736.37 87397 5414.05 126052 0 5 74.2 1658 67.1 510 211.0 334.5 630.9 318.1 0.0 214.3 0.0 0.0 67.7 5736.77 87818 5414.07 126088 0 6 72.1 1493 70.1 636 211.0 334.8 630.2 317.7 0.0 214.5 0.0 0.0 69.3 5737.02 88081 5414.07 126088 0 7 70.0 1343 70.5 654 211.0 335.3 629.2 317.2 0.0 214.7 0.0 0.0 70.3 5737.40 88482 5413.97 125907 0 8 73.6 1609 66.1 470 210.0 335.8 625.4 315.3 0.0 214.8 0.0 0.0 66.8 5737.72 88820 5413.69 125400 0 9 73.8 1625 69.6 614 211.0 336.3 627.5 316.4 0.0 215.0 0.0 0.0 68.6 5738.08 89201 5413.42 124913 0 10 74.1 1650 70.0 632 210.0 336.6 623.9 314.5 0.0 215.1 0.0 0.0 70.0 5738.33 89465 5413.18 124481 0 11 74.3 1666 70.4 649 211.0 336.9 626.3 315.8 0.0 215.2 0.0 0.0 70.1 5738.53 89677 5412.99 124139 0 12 74.2 1658 69.5 610 210.0 337.5 622.2 313.7 0.0 215.5 0.0 0.0 70.1 5738.98 90155 5412.81 123816 0 13 74.4 1675 68.5 567 210.0 337.7 621.9 313.6 0.0 215.5 0.0 0.0 68.9 5739.08 90261 5412.64 123511 0 14 75.2 1742 67.6 530 210.0 337.9 621.4 313.3 0.0 215.6 0.0 0.0 68.0 5739.28 90473 5412.38 123046 0 15 75.8 1794 67.6 530 209.0 338.2 618.0 311.6 0.0 215.7 0.0 0.0 67.4 5739.48 90686 5412.11 122563 0 16 75.8 1794 68.7 576 210.0 338.5 620.5 312.8 0.0 215.8 0.0 0.0 68.2 5739.66 90878 5411.76 121939 0 17 75.6 1776 68.9 584 209.0 338.5 617.5 311.3 0.0 215.8 0.0 0.0 69.0 5739.66 90878 5411.31 121139 0 18 75.8 1794 67.6 530 210.0 338.5 620.3 312.7 0.0 215.8 0.0 0.0 68.4 5739.72 90942 5410.93 120465 0 19 76.6 1864 70.5 654 209.0 338.8 616.8 311.0 0.0 215.9 0.0 0.0 68.6 5739.94 91176 5410.58 119847 0 20 75.7 1785 71.0 676 211.0 338.6 623.1 314.1 0.0 215.9 0.0 0.0 70.8 5739.79 91016 5410.32 119388 0 21 72.8 1546 64.5 410 208.0 338.7 614.1 309.6 0.0 215.9 0.0 0.0 68.8 5739.84 91069 5410.15 119089 0 22 70.6 1384 68.1 551 0.0 337.8 0.0 0.0 0.0 215.6 0.0 0.0 66.8 5739.21 90399 5409.99 118807 0 23 70.0 1343 71.8 712 0.0 337.2 0.0 0.0 0.0 215.3 0.0 0.0 70.0 5738.73 89889 5409.77 118421 0 24 71.8 1470 70.3 645 0.0 336.3 0.0 0.0 0.0 215.0 0.0 0.0 70.8 5738.11 89232 5409.56 118053 0 25 74.2 1658 70.8 667 0.0 335.4 0.0 0.0 0.0 214.7 0.0 0.0 71.2 5737.47 88556 5409.35 117685 0 26 75.9 1802 69.5 610 0.0 334.4 0.0 0.0 0.0 214.3 0.0 0.0 69.6 5736.70 87744 5409.26 117528 0 27 76.2 1829 69.1 593 0.0 333.5 0.0 0.0 0.0 213.9 0.0 0.0 69.4 5736.06 87072 5409.18 117388 0 28 76.6 1864 69.3 601 0.0 332.5 0.0 0.0 0.0 213.5 0.0 0.0 69.3 5735.31 86286 5409.13 117301 0 29 76.9 1891 69.3 601 0.0 331.6 0.0 0.0 0.0 213.2 0.0 0.0 69.3 5734.66 85606 5409.10 117248 0 30 76.8 1882 69.6 614 0.0 330.6 0.0 0.0 0.0 212.8 0.0 0.0 69.4 5733.95 84866 5409.12 117283 0 31 76.7 1873 69.9 627 0.0 329.8 0.0 0.0 0.0 212.4 0.0 0.0 69.8 5733.35 84243 5409.19 117406 0 TOTAL CFS 5885.5 TOTAL AF 965 39 3933.0 11673.711673.7 0.0 0.0 0.0 -3207 -8917 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 06/14/06 WATER AND POWER CONTROL DIVISION TIME: 08:35:15 LOVELAND, COLORADO MAY 2006 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 49.00 2 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1.00 3 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1.00 4 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 70.00 5 0.00 0.00 0.00 0.00 0.00 0.00 0.00 12.30 0.00 53.35 6 0.00 0.00 0.