1 PICK SLOAN MISSOURI BASIN PROGRAM UNITED STATES BUREAU OF RECLAMATION WESTERN DIVISION WATER AND POWER SYSTEM AS OF 08/08/01 WATER AND POWER CONTROL DIVISION TIME: 08:51:40 LOVELAND, COLORADO JULY 2001 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) 256032 1 9017.58 255934 100 194 294 299 1186 -98 1132 566 43 609 0.00 82 44 44 447 2 9017.52 255736 100 171 271 299 1140 -198 986 493 26 519 0.00 80 41 44 399 3 9017.47 255572 100 151 251 299 1100 -164 980 490 5 495 0.00 84 42 44 437 4 9017.48 255605 100 134 234 299 1066 33 1143 572 4 576 0.00 84 42 44 266 5 9017.48 255605 100 135 235 211 892 0 936 468 4 472 0.00 83 42 44 430 6 9017.49 255638 100 141 241 211 904 33 953 477 4 481 0.11 81 44 16 334 7 9017.52 255736 100 150 250 211 922 98 1020 510 4 514 0.61 81 51 0 377 8 9017.53 255769 100 164 264 294 1116 33 1149 575 5 580 0.34 76 45 0 359 9 9017.59 255966 100 176 276 172 896 197 1122 561 5 566 0.06 76 43 29 327 10 9017.69 256295 100 218 318 116 868 329 1197 599 5 604 0.49 77 41 0 264 11 9017.76 256526 100 270 370 101 942 231 1173 587 5 592 0.20 72 43 0 312 12 9017.83 256757 100 311 411 99 1020 231 1251 626 5 631 0.42 73 41 0 288 13 9017.91 257021 100 362 462 99 1122 264 1386 693 5 698 0.38 72 43 0 293 14 9017.95 257153 100 396 496 43 1078 132 1236 618 5 623 0.07 72 42 26 302 15 9017.97 257219 100 413 513 0 1026 66 1092 546 5 551 0.20 68 37 0 386 16 9017.93 257087 100 414 514 0 1028 -132 941 471 4 475 0.00 72 35 45 332 17 9017.76 256823 100 375 475 59 1068 -264 849 425 26 451 0.00 70 39 45 342 18 9017.76 256526 100 322 422 110 1064 -297 812 406 17 423 0.00 75 41 45 300 19 9017.64 256131 100 261 361 197 1116 -395 766 383 4 387 0.00 77 38 45 330 20 9017.54 255802 100 193 293 220 1026 -329 742 371 4 375 0.00 76 40 45 297 21 9017.49 255638 100 156 256 153 818 -164 698 349 1 350 0.00 70 40 44 206 22 9017.46 255540 100 135 235 148 766 -98 712 356 0 356 0.00 78 41 44 226 23 9017.43 255441 112 106 218 148 732 -99 662 331 2 333 0.06 76 43 29 244 24 9017.41 255376 100 107 207 148 710 -65 687 344 3 347 0.01 71 38 42 261 25 9017.38 255277 100 99 199 148 694 -99 637 319 3 322 0.01 75 40 42 146 26 9017.37 255245 100 94 194 148 684 -32 652 326 3 329 0.24 61 40 0 162 27 9017.33 255114 100 84 184 198 764 -131 677 339 3 342 0.00 73 36 44 348 28 9017.27 254917 100 66 166 198 728 -197 575 288 3 291 0.00 79 37 44 216 29 9017.22 254754 100 49 149 206 710 -163 591 296 3 299 0.00 81 39 44 205 30 9017.16 254558 100 33 133 206 678 -196 524 262 3 265 0.01 79 41 42 177 31 9017.13 254460 100 22 122 206 656 -98 563 282 3 285 0.15 72 42 5 118 TOTAL CFS 3112 5902 9014 5246 13929 212 14141 9131 TOTAL AF -1572 6224 11804 18028 10492 28520 -1572 27844 27844 424 28282 3.36 76 41 896 18262 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 08/08/01 WATER AND POWER CONTROL DIVISION TIME: 08:51:40 LOVELAND, COLORADO JULY 2001 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) 121125 1 7934.21 122422 0 72 72 143 1297 1470 741 272 43 1056 0.00 83 46 1430 2 7934.84 123582 0 62 62 123 1160 1328 670 222 26 918 0.00 82 43 1440 3 7935.48 124767 0 62 62 123 1185 1364 688 239 5 932 0.00 84 46 1370 4 7935.93 125603 0 62 62 123 836 992 500 338 4 842 0.00 86 49 1330 5 7936.54 126745 0 71 71 141 1142 1319 665 233 4 902 0.00 84 48 1330 6 7937.03 127665 0 95 95 188 920 1140 575 236 4 815 0.00 81 48 1380 7 7937.57 128687 0 95 95 188 1022 1243 627 260 4 891 0.00 81 49 1380 8 7938.11 129711 0 95 95 188 1024 1236 623 311 5 939 0.04 80 48 1440 9 7938.64 130724 0 76 76 151 1013 1196 603 285 5 893 0.00 80 50 1530 10 7939.16 131720 0 64 64 127 996 1155 582 281 5 868 0.08 78 48 1500 11 7939.79 132935 0 64 64 127 1215 1352 682 217 5 904 0.03 78 51 1310 12 7940.43 134177 0 64 64 127 1242 1387 699 215 5 919 0.00 74 43 1300 13 7941.09 135463 0 83 83 165 1286 1498 755 231 5 991 0.00 75 45 1360 14 7941.79 136838 0 92 92 182 1375 1582 798 122 5 925 0.00 68 43 1510 15 7942.60 138440 0 92 92 182 1602 1784 899 33 5 937 0.33 70 41 1710 16 7943.33 139894 0 92 92 182 1454 1679 846 -44 4 806 0.00 77 40 1770 17 7943.97 141175 97 59 156 309 1281 1621 817 -51 26 792 0.00 75 46 1450 18 7944.38 142003 295 0 295 585 828 1432 722 -16 17 723 0.00 79 46 1250 19 7944.75 142750 293 0 293 581 747 1371 691 22 4 717 0.00 81 43 1350 20 7945.00 143255 317 0 317 629 505 1171 590 78 4 672 0.00 83 45 1300 21 7945.07 143398 371 0 371 736 143 917 462 93 1 556 0.00 83 45 1220 22 7945.14 143540 372 0 372 738 142 915 461 121 0 582 0.00 83 45 1230 23 7945.19 143642 391 0 391 776 102 917 462 113 2 577 0.00 79 48 1220 24 7945.24 143744 403 0 403 799 102 928 468 137 3 608 0.00 79 45 1210 25 7945.12 143500 457 0 457 906 -244 684 345 120 3 468 0.02 81 51 1240 26 7944.96 143174 263 241 504 1000 -326 707 356 132 3 491 0.00 68 43 1300 27 7944.97 143194 512 0 512 1016 20 1056 532 155 3 690 0.00 78 40 1410 28 7944.82 142891 510 0 510 1012 -303 757 382 122 3 507 0.00 84 47 1420 29 7944.65 142548 510 0 510 1012 -343 702 354 147 3 504 0.10 85 45 1360 30 7944.43 142104 512 0 512 1016 -444 615 310 129 3 442 0.02 83 50 1320 31 7944.12 141477 548 0 548 1087 -627 476 240 160 3 403 0.05 75 44 1330 TOTAL CFS 5851 1541 7392 18145 4913 212 23270 42700 TOTAL AF 20352 11607 3055 14662 14662 20352 35994 35989 9743 423 46158 0.67 79 46 84697 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 08/08/01 WATER AND POWER CONTROL DIVISION TIME: 08:51:40 LOVELAND, COLORADO JULY 2001 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) 9435 1 8126.03 9416 49 0 45 1 0 0 50 99 -19 84 42 2 8126.03 9416 35 0 41 1 0 0 36 71 0 77 39 3 8126.06 9424 35 0 31 1 0 0 36 71 8 87 44 4 8126.08 9430 35 0 31 1 0 0 36 71 6 79 40 5 8126.11 9438 34 0 31 1 0 0 35 69 8 81 41 6 8126.11 9438 34 0 32 1 0 0 35 69 0 73 37 7 8126.18 9457 34 0 32 1 0 0 35 69 19 92 46 8 8126.18 9457 35 0 33 1 0 0 36 71 0 74 37 9 8126.17 9454 35 0 33 1 0 0 36 71 -3 72 36 10 8126.21 9465 36 0 34 1 0 0 37 73 11 85 43 11 8126.20 9462 36 0 32 1 0 0 37 73 -3 71 36 12 8126.16 9451 36 0 28 1 0 0 37 73 -11 64 32 13 8126.12 9441 36 0 33 0 0 0 36 71 -10 61 31 14 8126.14 9446 36 0 33 0 0 0 36 71 5 79 40 15 8126.23 9471 37 0 34 0 0 0 37 73 25 100 50 16 8126.22 9468 39 0 36 0 0 0 39 77 -3 80 40 17 8126.16 9451 39 0 36 1 0 0 40 79 -17 66 33 18 8126.10 9435 37 0 34 0 0 0 37 73 -16 59 30 19 8126.04 9419 33 0 30 0 0 0 33 65 -16 54 27 20 8126.01 9411 29 0 26 0 0 0 29 58 -8 54 27 21 8125.99 9405 29 0 26 0 0 0 29 58 -6 57 29 22 8125.97 9400 25 0 22 1 0 0 26 52 -5 51 26 23 8125.94 9391 25 0 22 0 0 0 25 50 -9 46 23 24 8125.92 9386 23 0 20 0 0 0 23 46 -5 44 22 25 8125.92 9386 21 0 18 0 0 0 21 42 0 45 23 26 8125.96 9397 25 0 22 0 0 0 25 50 11 61 31 27 8125.97 9400 28 0 25 1 0 0 29 58 3 61 31 28 8125.95 9394 30 0 27 0 0 0 30 60 -6 57 29 29 8125.88 9375 30 0 27 0 0 0 30 60 -19 47 24 30 8125.81 9356 27 0 24 0 0 0 27 54 -19 41 21 31 8125.78 9348 23 0 20 0 0 0 23 46 -8 41 21 TOTAL CFS 1006 0 918 15 0 0 1021 1031 TOTAL AF -87 1993 0 1819 30 0 0 2023 2023 -87 2043 2043 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 08/08/01 WATER AND POWER CONTROL DIVISION TIME: 08:51:40 LOVELAND, COLORADO JULY 2001 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 0 252 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 0 252 TOTAL AF 0 0 0 0 500 0.00 1 PICK SLOAN MISSOURI BASIN PROGRAM UNITED STATES BUREAU OF RECLAMATION WESTERN DIVISION WATER AND POWER SYSTEM AS OF 08/08/01 WATER AND POWER CONTROL DIVISION TIME: 08:51:40 LOVELAND, COLORADO JULY 2001 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 17687 1 8366.54 8366.65 17669 508 50 558 1107 -18 1119 708 411 207 0.00 0.00 78 39 2 8366.54 8366.69 17722 504 50 554 1099 53 1197 819 378 191 0.00 0.00 78 45 3 8366.55 8366.70 17741 504 50 554 1099 19 1174 817 357 180 0.00 0.00 80 42 4 8366.50 8366.64 17636 504 50 554 1099 -105 1010 696 314 158 0.11 0.20 81 44 5 8366.49 8366.63 17617 513 50 563 1117 -19 1130 821 309 156 0.02 0.15 82 49 6 8366.51 8366.65 17654 547 50 597 1184 37 1252 962 290 146 0.00 0.00 83 44 7 8366.46 8366.61 17575 544 50 594 1178 -79 1131 863 268 135 0.00 0.01 80 46 8 8366.48 8366.62 17598 544 50 594 1178 23 1225 897 328 165 0.16 0.31 76 51 9 8366.47 8366.61 17580 546 50 596 1182 -18 1193 904 289 146 0.01 0.00 76 46 10 8366.52 8366.66 17672 549 50 599 1188 92 1286 1014 272 137 0.24 0.00 77 49 11 8366.49 8366.63 17617 520 50 570 1131 -55 1087 879 208 105 0.02 0.02 76 44 12 8366.50 8366.60 17583 490 50 540 1071 -34 1051 829 222 112 0.02 0.00 76 49 13 8366.55 8366.66 17687 455 50 505 1002 104 1112 873 239 120 0.25 0.08 76 45 14 8366.53 8366.67 17691 498 50 548 1087 4 1115 871 244 123 0.12 0.35 64 49 15 8366.51 8366.65 17654 544 50 594 1178 -37 1155 948 207 104 0.02 0.03 68 47 16 8366.52 8366.66 17672 548 50 598 1186 18 1244 1029 215 108 0.00 0.05 76 41 17 8366.50 8366.63 17623 502 50 552 1095 -49 1075 853 222 112 0.00 0.00 78 37 18 8366.52 8366.66 17672 479 50 529 1049 49 1115 944 171 86 0.00 0.00 79 40 19 8366.53 8366.66 17677 480 50 530 1051 5 1095 918 177 89 0.00 0.00 81 41 20 8366.48 8366.64 17625 499 50 549 1089 -52 1070 962 108 54 0.00 0.00 80 41 21 8366.51 8366.66 17667 549 50 599 1188 42 1264 1144 120 61 0.00 0.00 83 49 22 8366.51 8366.66 17667 546 50 596 1182 0 1214 1115 99 50 0.00 0.00 75 48 23 8366.50 8366.67 17676 537 50 587 1164 9 1208 1043 165 83 0.00 0.00 83 45 24 8366.51 8366.56 17535 522 50 572 1135 -141 1018 1018 0 0 0.00 0.00 74 44 25 8366.52 8366.66 17672 466 50 516 1023 137 1183 970 213 107 0.00 0.04 81 44 26 8366.56 8366.65 17679 404 50 454 900 7 907 662 245 124 0.22 0.28 67 49 27 8366.51 8366.63 17628 356 50 406 805 -51 756 581 175 88 0.11 0.00 76 46 28 8366.57 8366.65 17684 222 50 272 540 56 621 426 195 98 0.12 0.10 81 39 29 8366.54 8366.62 17629 225 50 275 545 -55 535 389 146 74 0.00 0.00 83 40 30 8366.45 8366.61 17570 417 50 467 926 -59 909 787 122 62 0.00 0.00 85 40 31 8366.52 8366.66 17672 558 50 608 1206 102 1330 1144 186 94 0.00 0.00 79 53 TOTAL CFS 15080 1550 16630 3475 78 45 TOTAL AF -15 29910.7 3069 32984 32984 -15 33781 26886 6895 6893 1.42 1.62 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 08/08/01 WATER AND POWER CONTROL DIVISION TIME: 08:51:40 LOVELAND, COLORADO JULY 2001 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) 429433 1 8263.97 429108 357 78 0 6.0 441 875 -325 656 331 50 0 0 281 488 59 2 8263.89 428589 413 78 0 6.0 497 986 -519 628 317 50 0 0 267 458 60 3 8263.81 428070 412 78 0 6.0 496 984 -519 662 334 50 0 0 284 464 60 4 8263.75 427682 351 78 0 6.0 435 863 -388 533 269 50 0 0 219 377 57 5 8263.66 427099 414 78 0 6.0 498 988 -583 520 262 50 0 0 212 368 56 6 8263.56 426451 485 78 0 6.0 569 1129 -648 591 298 50 0 0 248 394 56 7 8263.48 425934 435 78 0 6.0 519 1029 -517 626 316 50 0 0 266 401 58 8 8263.40 425417 452 78 0 6.0 536 1063 -517 630 318 50 0 0 268 433 57 9 8263.31 424835 456 78 0 6.0 540 1071 -582 593 299 50 0 0 249 395 56 10 8263.22 424254 511 78 0 6.0 595 1180 -581 623 314 50 0 0 264 401 56 11 8263.11 423544 443 78 0 6.0 527 1045 -710 375 189 50 0 0 139 244 55 12 8263.03 423029 418 78 0 6.0 502 996 -515 532 268 50 0 0 218 330 55 13 8262.98 422706 440 78 0 6.0 524 1039 -323 738 372 50 0 0 322 442 59 14 8262.91 422256 439 78 0 6.0 523 1037 -450 671 338 50 0 0 288 411 56 15 8262.81 421612 478 78 0 6.0 562 1115 -644 522 263 50 0 0 213 317 56 16 8262.69 420840 519 78 0 6.0 603 1196 -772 564 284 50 0 0 234 342 56 17 8262.58 420133 430 78 0 5.0 513 1018 -707 412 208 50 0 0 158 270 57 18 8262.44 419234 476 78 0 5.0 559 1109 -899 272 137 50 0 0 87 173 58 19 8262.31 418401 463 78 0 5.0 546 1083 -833 386 195 50 0 0 145 234 56 20 8262.17 417504 485 78 0 5.0 568 1127 -897 346 174 50 0 0 124 178 57 21 8262.02 416544 577 78 0 5.0 660 1309 -960 469 236 50 0 0 186 247 57 22 8261.85 415457 562 78 0 5.0 645 1279 -1087 304 153 50 0 0 103 153 56 23 8261.69 414435 526 77 0 5.0 608 1206 -1022 308 155 50 0 0 105 188 57 24 8261.54 413479 513 77 0 5.0 595 1180 -956 309 156 50 0 0 106 106 54 25 8261.46 412969 489 79 0 5.0 573 1137 -510 708 357 50 0 0 307 414 56 26 8261.39 412523 334 81 0 5.0 420 833 -446 387 195 50 0 0 145 269 59 27 8261.31 412014 293 69 0 5.0 367 728 -509 226 114 50 0 0 64 152 60 28 8261.25 411633 215 58 0 5.0 278 551 -381 257 130 50 0 0 80 178 56 29 8261.19 411251 196 58 0 5.0 259 514 -382 290 146 50 0 0 96 170 56 30 8261.07 410489 397 58 0 5.0 460 912 -762 296 149 50 0 0 99 161 57 31 8260.89 409346 577 58 0 5.0 640 1269 -1143 203 102 50 0 0 52 146 58 TOTAL CFS 13556 2331 0 171.0 16058 7379 1550 0 0 5829 9304 1766 TOTAL AF -20087 26886 4631 0 339.2 31851 31851 -20087 14637 14637 3069 0 0 11561 18452 3501 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 08/08/01 WATER AND POWER CONTROL DIVISION TIME: 08:51:40 LOVELAND, COLORADO JULY 2001 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. 644 2633 1 35.63 71.83 753 2516 -8 1007.6 508.0 0.00 1088.9 549.0 251.0 214.0 49 0 0 0.00 86 49 2 35.15 71.94 734 2534 -1 999.7 504.0 2.00 1096.9 553.0 248.0 202.0 45 0 0 0.08 82 49 3 35.99 71.70 767 2494 -7 999.7 504.0 2.00 1085.0 547.0 240.0 203.0 49 0 0 0.00 81 47 4 35.31 71.87 741 2522 2 999.7 504.0 2.00 1092.9 551.0 237.0 191.0 47 0 0 0.00 88 43 5 35.69 71.90 756 2527 20 1017.5 513.0 2.00 1094.9 552.0 237.0 190.0 2 0 0 0.40 84 53 6 33.39 72.34 667 2601 -15 1085.0 547.0 2.00 1090.9 550.0 228.0 235.0 0 0 0 0.00 82 53 7 33.91 72.15 686 2569 -13 1079.0 544.0 2.00 1086.9 548.0 224.0 229.0 0 0 0 0.04 79 54 8 37.32 71.80 821 2511 77 1079.0 544.0 2.00 1081.0 545.0 262.0 225.0 0 0 0 0.47 81 54 9 32.66 72.87 639 2691 -2 1083.0 546.0 1.00 1035.4 522.0 237.0 263.0 0 0 0 0.00 83 53 10 37.65 71.86 834 2521 25 1088.9 549.0 1.00 991.7 500.0 200.0 238.0 0 0 0 0.00 76 54 11 39.27 71.90 900 2527 72 1031.4 520.0 1.00 938.2 473.0 190.0 202.0 60 0 0 0.00 77 52 12 37.67 72.41 835 2613 21 971.9 490.0 1.00 1088.9 549.0 198.0 130.0 73 33 0 0.20 76 51 13 35.87 72.67 763 2656 -29 902.5 455.0 2.00 1092.9 551.0 204.0 125.0 0 0 0 0.04 72 49 14 36.00 72.15 768 2569 -82 987.8 498.0 1.00 1086.9 548.0 217.0 209.0 0 0 0 0.04 70 47 15 37.23 71.67 817 2490 -30 1079.0 544.0 1.00 1085.0 547.0 203.0 216.0 0 0 0 0.00 73 53 16 37.16 71.78 814 2508 15 1086.9 548.0 1.00 1029.4 519.0 177.0 200.0 47 0 0 0.00 78 51 17 35.40 72.78 744 2675 97 995.7 502.0 1.00 977.9 493.0 168.0 130.0 43 0 0 0.00 78 46 18 33.92 73.05 687 2721 -11 950.1 479.0 1.00 999.7 504.0 143.0 125.0 17 21 0 0.00 80 59 19 34.52 72.42 710 2614 -84 952.1 480.0 1.00 1055.2 532.0 135.0 126.0 10 0 0 0.00 80 47 20 36.24 71.59 777 2476 -71 989.8 499.0 1.00 1086.9 548.0 137.0 125.0 0 0 0 0.00 80 47 21 37.70 71.29 836 2428 11 1088.9 549.0 1.00 1090.9 550.0 129.0 124.0 3 0 0 0.00 80 50 22 35.57 71.85 751 2519 6 1083.0 546.0 1.00 1083.0 546.0 128.0 126.0 3 0 0 0.00 85 53 23 36.61 71.88 792 2524 46 1065.1 537.0 1.00 1029.4 519.0 129.0 125.0 4 0 0 0.28 74 50 24 35.52 72.58 749 2641 74 1035.4 522.0 1.00 964.0 486.0 125.0 125.0 0 0 0 0.08 74 51 25 33.06 73.21 654 2749 13 924.3 466.0 1.00 892.6 450.0 114.0 125.0 0 0 0 0.00 77 48 26 35.75 72.48 758 2624 -21 801.3 404.0 1.00 807.3 407.0 103.0 112.0 0 0 0 0.16 72 52 27 37.22 72.09 817 2559 -6 706.1 356.0 1.00 698.2 352.0 97.0 105.0 0 0 0 0.00 75 50 28 35.69 72.49 756 2626 6 440.3 222.0 0.00 452.2 228.0 105.0 96.0 0 0 0 0.00 80 44 29 32.49 72.13 633 2566 -183 446.3 225.0 0.00 440.3 222.0 12.0 107.0 0 0 0 0.00 86 46 30 37.66 71.71 834 2496 131 827.1 417.0 0.00 856.9 432.0 177.0 97.0 83 0 0 0.00 84 50 31 38.51 71.58 869 2475 14 1106.8 558.0 0.00 1092.9 551.0 94.0 94.0 0 0 0 0.00 78 62 TOTAL CFS 15080.0 15424.0 5349.0 5014.0 535 TOTAL AF 225 -158 67 67.44 10610. 9945. 1061 54 0 1.79 79 51 29910.7 30593.0 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 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 08/08/01 WATER AND POWER CONTROL DIVISION TIME: 08:51:40 LOVELAND, COLORADO JULY 2001 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) 1 508.0 0.0 0.0 243.0 759.0 1505 549.0 214.0 763.0 1513 -8 251.0 2 504.0 2.0 0.0 232.0 752.0 1492 553.0 202.0 755.0 1498 -1 248.0 3 504.0 2.0 0.0 226.0 744.0 1476 547.0 203.0 750.0 1488 -7 240.0 4 504.0 2.0 0.0 219.0 741.0 1470 551.0 191.0 742.0 1472 2 237.0 5 513.0 2.0 0.0 206.0 750.0 1488 552.0 190.0 742.0 1472 20 237.0 6 547.0 2.0 0.0 199.0 775.0 1537 550.0 235.0 785.0 1557 -15 228.0 7 544.0 2.0 0.0 207.0 768.0 1523 548.0 229.0 777.0 1541 -13 224.0 8 544.0 2.0 0.0 241.0 806.0 1599 545.0 225.0 770.0 1527 77 262.0 9 546.0 1.0 0.0 211.0 783.0 1553 522.0 263.0 785.0 1557 -2 237.0 10 549.0 1.0 0.0 189.0 749.0 1486 500.0 238.0 738.0 1464 25 200.0 11 520.0 1.0 0.0 172.0 710.0 1408 473.0 202.0 675.0 1339 72 190.0 12 490.0 1.0 0.0 168.0 688.0 1365 549.0 130.0 679.0 1347 21 198.0 13 455.0 2.0 0.0 182.0 659.0 1307 551.0 125.0 676.0 1341 -29 204.0 14 498.0 1.0 0.0 190.0 715.0 1418 548.0 209.0 757.0 1501 -82 217.0 15 544.0 1.0 0.0 180.0 747.0 1482 547.0 216.0 763.0 1513 -30 203.0 16 548.0 1.0 0.0 155.0 725.0 1438 519.0 200.0 719.0 1426 15 177.0 17 502.0 1.0 0.0 137.0 670.0 1329 493.0 130.0 623.0 1236 97 168.0 18 479.0 1.0 0.0 120.0 622.0 1234 504.0 125.0 629.0 1248 -11 143.0 19 480.0 1.0 0.0 113.0 615.0 1220 532.0 126.0 658.0 1305 -84 135.0 20 499.0 1.0 0.0 110.0 636.0 1261 548.0 125.0 673.0 1335 -71 137.0 21 549.0 1.0 0.0 109.0 678.0 1345 550.0 124.0 674.0 1337 11 129.0 22 546.0 1.0 0.0 105.0 674.0 1337 546.0 126.0 672.0 1333 6 128.0 23 537.0 1.0 0.0 107.0 666.0 1321 519.0 125.0 644.0 1277 46 129.0 24 522.0 1.0 0.0 104.0 647.0 1283 486.0 125.0 611.0 1212 74 125.0 25 466.0 1.0 0.0 97.0 580.0 1150 450.0 125.0 575.0 1140 13 114.0 26 404.0 1.0 0.0 102.0 507.0 1006 407.0 112.0 519.0 1029 -21 103.0 27 356.0 1.0 0.0 106.0 453.0 899 352.0 105.0 457.0 906 -6 97.0 28 222.0 0.0 0.0 96.0 327.0 649 228.0 96.0 324.0 643 6 105.0 29 225.0 0.0 0.0 87.0 237.0 470 222.0 107.0 329.0 653 -183 12.0 30 417.0 0.0 0.0 81.0 594.0 1178 432.0 97.0 529.0 1049 131 177.0 31 558.0 0.0 0.0 79.0 652.0 1293 551.0 94.0 645.0 1279 14 94.0 TOTAL CFS 15080.0 0.0 4773.0 20429.0 15424.0 5014.0 20438.0 5349.0 AF 29910.7 67.4 0.0 9467.1 40520.3 40522 30593.0 9945.1 40538.2 40538 67 10609.6 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 08/08/01 WATER AND POWER CONTROL DIVISION TIME: 08:51:40 LOVELAND, COLORADO JULY 2001 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 1900 632 105731 42445 1 78.2 2009 67.5 526 0.0 357.5 0.0 0.0 0.0 221.0 0.0 0.0 68.2 5752.82 105239 5355.27 42070 0 2 78.0 1991 68.3 559 0.0 356.4 0.0 0.0 0.0 220.8 0.0 0.0 67.6 5752.13 104468 5354.82 41604 0 3 78.1 2000 67.3 518 0.0 355.4 0.0 0.0 0.0 220.6 0.0 0.0 66.9 5751.44 103699 5354.37 41140 0 4 78.1 2000 66.9 502 0.0 354.6 0.0 0.0 0.0 220.4 0.0 0.0 66.3 5750.90 103099 5353.90 40660 0 5 76.7 1873 69.0 588 0.0 353.6 0.0 0.0 0.0 220.2 0.0 0.0 66.7 5750.20 102322 5353.57 40324 0 6 76.5 1855 69.6 614 0.0 352.1 0.0 0.0 0.0 219.8 0.0 0.0 67.3 5749.18 101194 5353.39 40142 0 7 76.3 1838 70.6 658 0.0 351.0 0.0 0.0 0.0 219.6 0.0 0.0 68.3 5748.47 100412 5353.37 40122 0 8 76.1 1820 71.6 703 0.0 350.1 0.0 0.0 0.0 219.3 0.0 0.0 68.0 5747.86 99741 5353.40 40152 0 9 76.1 1820 71.6 703 0.0 348.9 0.0 0.0 0.0 219.0 0.0 0.0 68.6 5747.04 98842 5353.37 40122 0 10 77.8 1972 66.9 502 0.0 348.0 0.0 0.0 0.0 218.8 0.0 0.0 66.4 5746.42 98164 5353.39 40142 0 11 76.3 1838 67.9 542 0.0 347.1 0.0 0.0 0.0 218.5 0.0 0.0 65.8 5745.77 97455 5353.51 40263 0 12 76.4 1846 68.0 546 4.0 346.5 11.5 5.8 0.0 218.4 0.0 0.0 66.7 5745.32 96965 5353.78 40538 0 13 76.8 1882 68.0 546 0.0 345.3 0.0 0.0 0.0 218.0 0.0 0.0 66.3 5744.54 96118 5354.06 40823 0 14 77.6 1954 67.4 522 0.0 344.5 0.0 0.0 0.0 217.8 0.0 0.0 67.3 5743.96 95489 5354.34 41110 0 15 78.4 2028 68.0 546 0.0 343.9 0.0 0.0 0.0 217.6 0.0 0.0 67.9 5743.51 95003 5354.57 41346 0 16 78.7 2056 68.0 546 0.0 342.9 0.0 0.0 0.0 217.3 0.0 0.0 67.5 5742.86 94301 5354.74 41521 0 17 77.3 1927 68.5 567 0.0 342.0 0.0 0.0 0.0 217.0 0.0 0.0 68.2 5742.21 93602 5354.91 41697 0 18 76.4 1846 67.5 526 0.0 341.1 0.0 0.0 0.0 216.7 0.0 0.0 66.6 5741.52 92861 5355.01 41800 0 19 74.5 1683 69.9 627 0.0 340.0 0.0 0.0 0.0 216.3 0.0 0.0 68.7 5740.76 92047 5355.03 41821 0 20 75.8 1794 68.5 567 0.0 338.7 0.0 0.0 0.0 215.9 0.0 0.0 66.9 5739.82 91048 5355.01 41800 0 21 76.7 1873 68.3 559 0.0 337.7 0.0 0.0 0.0 215.5 0.0 0.0 68.9 5739.12 90303 5354.98 41769 0 22 77.2 1918 68.5 567 0.0 336.9 0.0 0.0 0.0 215.2 0.0 0.0 67.9 5738.55 89698 5354.90 41686 0 23 77.8 1972 68.4 563 0.0 335.8 0.0 0.0 0.0 214.8 0.0 0.0 67.8 5737.75 88852 5354.70 41480 0 24 77.1 1909 69.2 597 0.0 334.8 0.0 0.0 0.0 214.4 0.0 0.0 67.8 5737.01 88071 5354.56 41336 0 25 75.8 1794 70.0 632 0.0 333.8 0.0 0.0 0.0 214.1 0.0 0.0 68.9 5736.30 87324 5354.31 41079 0 26 76.2 1829 68.4 563 0.0 332.8 0.0 0.0 0.0 213.7 0.0 0.0 67.6 5735.57 86558 5354.00 40762 0 27 77.4 1936 67.0 506 0.0 331.7 0.0 0.0 0.0 213.2 0.0 0.0 67.4 5734.71 85658 5353.54 40294 0 28 77.2 1918 66.4 482 0.0 330.7 0.0 0.0 0.0 212.8 0.0 0.0 65.4 5733.99 84908 5352.99 39739 0 29 75.8 1794 69.2 597 0.0 329.9 0.0 0.0 0.0 212.5 0.0 0.0 67.3 5733.43 84326 5352.54 39288 0 30 75.4 1759 69.1 593 117.0 329.7 354.9 178.9 0.0 212.3 0.0 0.0 67.9 5733.24 84128 5351.34 38101 0 31 76.1 1820 66.9 502 195.0 329.5 591.8 298.4 0.0 212.3 0.0 0.0 66.6 5733.10 83983 5350.33 37120 0 TOTAL CFS 483.1 TOTAL AF -80 -130 316.0 958.3 958.3 0.0 0.0 0.0 -21748 -5325 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 08/08/01 WATER AND POWER CONTROL DIVISION TIME: 08:51:40 LOVELAND, COLORADO JULY 2001 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 2.00 0.00 15.00 170.00 185.00 0.00 229.00 458.50 2 0.00 0.00 2.00 0.00 15.00 165.00 180.00 0.00 223.00 470.50 3 0.00 0.00 2.00 0.00 15.00 165.00 180.00 0.00 221.00 485.50 4 0.00 0.00 2.00 0.00 15.00 158.00 173.00 0.00 214.00 464.70 5 0.00 0.00 2.00 0.00 15.00 155.00 170.00 38.00 185.00 485.40 6 0.00 0.00 2.00 0.00 15.00 177.00 192.00 0.00 220.00 495.40 7 0.00 0.00 2.00 0.00 15.00 178.00 193.00 0.00 211.00 493.40 8 0.00 0.00 2.00 0.00 15.00 175.00 190.00 0.00 212.00 482.40 9 0.00 0.00 2.00 0.00 15.00 190.00 205.00 0.00 224.00 488.60 10 0.00 0.00 2.00 0.00 15.00 173.00 188.00 0.00 205.00 489.40 11 0.00 0.00 2.00 0.00 15.00 143.00 158.00 0.00 175.00 487.80 12 0.00 0.00 2.00 0.00 15.00 84.00 99.00 0.00 160.00 455.00 13 0.00 0.00 2.00 0.00 15.00 65.00 80.00 0.00 172.00 415.40 14 0.00 0.00 2.00 0.00 15.00 109.00 124.00 0.00 160.00 459.20 15 0.00 0.00 2.00 0.00 15.00 132.00 147.00 0.00 153.00 473.00 16 0.00 0.00 2.00 0.00 15.00 135.00 150.00 0.00 151.00 493.00 17 0.00 0.00 2.00 0.00 15.00 62.00 77.00 0.00 115.00 490.00 18 0.00 0.00 2.00 0.00 15.00 35.00 50.00 0.00 114.00 490.00 19 0.00 0.00 2.00 0.00 15.00 42.00 57.00 32.00 72.00 498.90 20 0.00 0.00 2.00 0.00 15.00 12.00 27.00 56.00 0.00 475.10 21 0.00 0.00 2.00 0.00 0.00 4.00 4.00 31.00 0.00 471.00 22 0.00 0.00 2.00 0.00 8.00 0.00 8.00 31.00 0.00 478.00 23 0.00 0.00 2.00 0.00 11.00 0.00 11.00 25.00 0.00 479.00 24 0.00 0.00 2.00 0.00 11.00 0.00 11.00 22.00 0.00 480.00 25 0.00 0.00 2.00 0.00 11.00 0.00 11.00 19.00 0.00 458.20 26 0.00 0.00 2.00 0.00 11.00 0.00 11.00 28.00 0.00 397.00 27 0.00 0.00 2.20 0.00 11.00 0.00 11.00 36.00 0.00 282.00 28 0.00 0.00 2.20 0.00 11.00 0.00 11.00 42.00 0.00 192.00 29 0.00 0.00 2.30 0.00 5.00 1.60 6.60 59.00 0.00 139.80 30 0.00 0.00 52.30 0.00 5.00 0.00 5.00 72.00 0.00 121.90 31 0.00 0.00 52.30 0.00 5.00 15.00 20.00 72.00 30.00 100.40 TOTAL CFS 0.00 0.00 163.30 0.00 389.00 2545.60 2934.60 563.00 3446.00 13150.50 TOTAL AF 0.00 0.00 323.90 0.00 771.57 5049.12 5820.69 1116.69 6835.04 26083.62 ADJUSTMENT AF 654.50 TOTAL FLOW OR DELIVERY AF 25429.12 METERED DELIVERY AF 1718.00 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 08/08/01 WATER AND POWER CONTROL DIVISION TIME: 08:51:40 LOVELAND, COLORADO JULY 2001 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) 62907.80 1 0.00 257.00 8.40 27.50 446.60 0.00 739.50 64386.80 2 0.00 299.00 7.60 27.50 510.00 0.00 844.10 66075.00 3 0.00 306.70 6.30 27.50 539.60 0.00 880.10 67835.20 4 0.00 306.70 6.00 21.30 550.00 0.00 884.00 69603.20 5 0.00 310.00 18.00 17.60 487.50 0.00 833.10 71269.40 6 0.00 343.00 28.60 17.60 420.80 0.00 810.00 72889.40 7 0.00 349.30 33.10 17.60 331.20 0.00 731.20 74351.80 8 0.00 359.40 36.90 17.60 339.70 0.00 753.60 75859.00 9 0.00 355.30 35.20 11.40 336.80 0.00 738.70 77336.40 10 0.00 310.00 31.20 7.60 323.10 0.90 672.80 78682.00 11 0.00 273.30 31.40 7.20 276.80 1.50 590.20 79862.40 12 0.00 265.00 28.40 7.00 203.80 1.50 505.70 80873.80 13 0.00 274.30 36.20 8.60 153.80 1.50 474.40 81822.60 14 0.00 263.70 31.50 9.80 179.80 0.60 485.40 82793.40 15 0.00 247.30 20.90 10.00 223.60 0.00 501.80 83797.00 16 0.00 256.30 15.90 10.00 233.00 0.00 515.20 84827.40 17 0.00 267.70 13.60 10.00 221.40 0.00 512.70 85852.80 18 0.00 270.00 32.10 10.00 246.30 0.00 558.40 86969.60 19 0.00 318.00 36.50 8.10 299.30 0.00 661.90 88293.40 20 0.00 318.00 30.00 8.90 325.40 0.00 682.30 89658.00 21 0.00 318.00 28.00 10.00 315.70 0.00 671.70 91001.40 22 0.00 318.00 28.70 10.00 329.30 0.00 686.00 92373.40 23 0.00 318.00 20.50 10.00 394.80 0.00 743.30 93860.00 24 0.00 318.00 17.00 10.00 401.00 1.20 747.20 95354.40 25 0.00 311.30 17.00 18.80 408.50 2.00 757.60 96869.60 26 0.00 308.00 27.60 24.00 408.40 2.00 770.00 98409.60 27 0.00 297.30 36.00 24.00 383.20 0.80 741.30 99892.20 28 0.00 292.00 41.50 24.00 332.00 0.00 689.50 101271.20 29 0.00 298.70 59.20 28.20 324.20 0.00 710.30 102691.80 30 0.00 310.00 72.10 28.10 369.70 0.00 779.90 104251.60 31 0.00 314.00 92.10 27.60 378.80 0.00 812.50 105876.60 TOTAL CFS 0.00 9353.30 927.50 497.50 10694.10 12.00 21484.40 TOTAL AF 0.00 18706.60 1855.00 995.00 21388.20 24.00 42968.80 105876.60 METERED DELIVERY AF 61.40 3652.60 654.50 78.80 5163.40 9610.70 115487.30 TOTAL FLOW OR DELIVERY AF * 61.40 22359.20 1855.00 1649.50 21467.00 5187.40 52579.50 115487.30 NON-CHARGE DELIVERY AF 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1719.70 METERED DELIVERY AF 1 CBT PROJECT JULY 2001 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 30. 4. 0.00 0.00 107. 30. 0.00 0.00 0.00 23. 0.00 22. 2 0.00 0.00 46. 7. 0.00 0.00 162. 46. 0.08 0.00 0.00 17. 0.00 16. 3 0.00 0.00 56. 8. 0.00 0.00 197. 56. 0.00 0.00 0.00 16. 0.00 15. 4 0.00 0.00 34. 2. 0.11 0.20 59. 17. 0.00 0.00 0.01 18. 0.02 16. 5 0.00 0.00 36. 5. 0.02 0.15 115. 33. 0.40 0.00 0.00 15. 0.00 14. 6 0.11 0.00 32. 5. 0.00 0.00 110. 31. 0.00 0.02 0.00 21. 0.00 20. 7 0.61 0.00 33. 5. 0.00 0.01 114. 32. 0.04 0.00 0.00 21. 0.08 12. 8 0.34 0.04 25. 4. 0.16 0.31 84. 24. 0.47 0.00 0.36 -9. 0.10 14. 9 0.06 0.00 33. 4. 0.01 0.00 105. 30. 0.00 0.37 0.02 17. 0.00 18. 10 0.49 0.08 33. 1. 0.24 0.00 24. 7. 0.00 0.00 0.00 14. 0.00 13. 11 0.20 0.03 10. 2. 0.02 0.02 40. 11. 0.00 0.00 0.00 19. 0.11 9. 12 0.42 0.00 19. 2. 0.02 0.00 52. 15. 0.20 0.00 1.20 0. 0.24 0. 13 0.38 0.00 48. 1. 0.25 0.08 23. 6. 0.04 0.97 0.00 14. 0.01 12. 14 0.07 0.00 26. 4. 0.12 0.35 84. 24. 0.04 0.00 0.00 13. 0.00 12. 15 0.20 0.33 0. 2. 0.02 0.03 52. 15. 0.00 0.00 0.01 15. 0.00 15. 16 0.00 0.00 44. 6. 0.00 0.05 141. 40. 0.00 0.18 0.00 23. 0.00 22. 17 0.00 0.00 32. 4. 0.00 0.00 102. 29. 0.00 0.00 0.00 17. 0.00 16. 18 0.00 0.00 20. 3. 0.00 0.00 62. 18. 0.00 0.02 0.00 25. 0.00 24. 19 0.00 0.00 43. 6. 0.00 0.00 136. 39. 0.00 0.00 0.00 21. 0.00 21. 20 0.00 0.00 37. 5. 0.00 0.00 117. 34. 0.00 0.00 0.00 19. 0.00 19. 21 0.00 0.00 38. 5. 0.00 0.00 121. 35. 0.00 0.00 0.00 19. 0.00 19. 22 0.00 0.00 36. 5. 0.00 0.00 113. 33. 0.00 0.00 0.00 19. 0.00 19. 23 0.06 0.00 40. 5. 0.00 0.00 124. 36. 0.28 0.00 0.01 10. 0.00 11. 24 0.01 0.00 27. 4. 0.00 0.00 85. 25. 0.08 0.00 0.00 13. 0.00 13. 25 0.01 0.02 23. 3. 0.00 0.04 81. 24. 0.00 0.00 0.00 17. 0.00 17. 26 0.24 0.00 33. 0. 0.22 0.28 0. 0. 0.16 0.00 0.03 7. 0.04 6. 27 0.00 0.00 21. 0. 0.11 0.00 7. 2. 0.00 0.19 0.00 23. 0.06 17. 28 0.00 0.00 48. 4. 0.12 0.10 87. 25. 0.00 0.00 0.00 19. 0.00 18. 29 0.00 0.10 34. 7. 0.00 0.00 158. 46. 0.00 0.00 0.00 19. 0.00 18. 30 0.01 0.02 43. 6. 0.00 0.00 147. 43. 0.00 0.00 0.00 23. 0.00 21. 31 0.15 0.05 16. 3. 0.00 0.00 77. 22. 0.00 0.00 0.15 21. 0.23 13. TOTALS 3.36 0.67 996. 123. 1.42 1.62 2888. 828. 1.79 1.75 1.79 512. 0.89 481. 1 UPPER COLORADO RIVER DAILY DATA COLLECTION FOR JULY 2001 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) 1 488 84 78 39 0.00 42 5 741 72 83 46 0.00 2 458 84 78 45 0.00 39 -5 670 62 82 43 0.00 3 464 84 80 42 0.00 44 5 688 62 84 46 0.00 4 377 84 81 44 0.11 40 5 500 62 86 49 0.00 5 368 84 82 49 0.02 41 4 665 71 84 48 0.00 6 394 84 83 44 0.00 37 3 575 95 81 48 0.00 7 401 84 80 46 0.00 46 3 627 95 81 49 0.00 8 433 84 76 51 0.16 37 3 623 95 80 48 0.04 9 395 84 76 46 0.01 36 3 603 76 80 50 0.00 10 401 84 77 49 0.24 43 3 582 64 78 48 0.08 11 244 84 76 44 0.02 36 5 682 64 78 51 0.03 12 330 84 76 49 0.02 32 9 699 64 74 43 0.00 13 442 84 76 45 0.25 31 3 755 83 75 45 0.00 14 411 84 64 49 0.12 40 3 798 92 68 43 0.00 15 317 84 68 47 0.02 50 3 899 92 70 41 0.33 16 342 84 76 41 0.00 40 3 846 92 77 40 0.00 17 270 83 78 37 0.00 33 4 817 156 75 46 0.00 18 173 83 79 40 0.00 30 3 722 295 79 46 0.00 19 234 83 81 41 0.00 27 3 691 293 81 43 0.00 20 178 83 80 41 0.00 27 3 590 317 83 45 0.00 21 247 83 83 49 0.00 29 3 462 371 83 45 0.00 22 153 83 75 48 0.00 26 4 461 372 83 45 0.00 23 188 82 83 45 0.00 23 3 462 391 79 48 0.00 24 106 82 74 44 0.00 22 3 468 403 79 45 0.00 25 414 84 81 44 0.00 23 3 345 457 81 51 0.02 26 269 86 67 49 0.22 31 3 356 504 68 43 0.00 27 152 74 76 46 0.11 31 4 532 512 78 40 0.00 28 178 63 81 39 0.12 29 3 382 510 84 47 0.00 29 170 63 83 40 0.00 24 3 354 510 85 45 0.10 30 161 63 85 40 0.00 21 3 310 512 83 50 0.02 31 146 63 79 53 0.00 21 3 240 548 75 44 0.05