1 PICK SLOAN MISSOURI BASIN PROGRAM UNITED STATES BUREAU OF RECLAMATION WESTERN DIVISION WATER AND POWER SYSTEM AS OF 07/08/02 WATER AND POWER CONTROL DIVISION TIME: 07:50:17 LOVELAND, COLORADO JUNE 2002 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) 183983 1 8992.28 184229 52 0 52 299 702 246 973 487 52 539 0.00 78 39 25 503 2 8992.47 184697 52 0 52 218 540 468 1033 517 60 577 0.00 74 36 25 436 3 8992.60 185019 52 0 52 198 500 322 847 424 53 477 0.00 62 35 25 410 4 8992.74 185365 52 0 52 200 504 346 850 425 39 464 0.23 55 27 0 357 5 8992.84 185612 52 0 52 200 504 247 776 388 30 418 0.00 67 29 25 307 6 8992.94 185860 52 0 52 200 504 248 777 389 38 427 0.00 73 33 25 296 7 8993.04 186109 52 0 52 200 504 249 778 389 50 439 0.00 77 37 25 342 8 8993.14 186258 52 0 52 247 598 149 772 386 52 438 0.00 79 39 25 383 9 8993.14 186357 52 0 52 252 608 99 732 366 58 424 0.00 80 31 25 425 10 8993.16 186407 52 0 52 254 612 50 687 344 55 399 0.00 74 29 25 381 11 8993.17 186432 50 3 53 254 614 25 664 332 50 382 0.00 71 27 25 358 12 8993.13 186332 52 0 52 294 692 -100 617 309 43 352 0.00 72 29 25 296 13 8993.07 186183 52 0 52 294 692 -149 568 284 43 327 0.00 71 30 25 294 14 8992.99 185984 52 0 52 294 692 -199 518 259 34 293 0.00 73 35 25 269 15 8992.93 185836 52 0 52 294 692 -148 557 279 38 317 0.08 73 31 13 266 16 8992.85 185637 52 0 52 301 706 -199 531 266 35 301 0.01 73 31 24 200 17 8992.75 185390 52 0 52 301 706 -247 484 242 36 278 0.00 79 33 25 243 18 8992.65 185142 52 0 52 301 706 -248 483 242 38 280 0.00 80 36 25 241 19 8992.58 184969 52 0 52 269 642 -173 494 247 34 281 0.00 78 39 25 231 20 8992.49 184747 52 0 52 254 612 -222 415 208 35 243 0.00 74 41 25 254 21 8992.42 184574 52 0 52 254 612 -173 464 232 41 273 0.00 76 45 25 251 22 8992.33 184352 52 0 52 254 612 -222 415 208 35 243 0.00 75 31 25 218 23 8992.23 184106 52 0 52 254 612 -246 391 196 33 229 0.00 81 36 25 238 24 8992.08 183737 50 2 52 316 736 -369 392 196 31 227 0.00 79 38 25 197 25 8991.92 183345 52 0 52 324 752 -392 385 193 27 220 0.00 82 38 25 221 26 8991.72 182855 52 0 52 346 796 -490 326 163 27 190 0.03 80 36 20 190 27 8991.47 182245 52 0 52 427 958 -610 373 187 35 222 0.00 78 36 25 192 28 8991.13 181417 52 0 52 527 1158 -828 349 175 4 179 0.04 80 35 19 321 29 8990.72 180424 52 0 52 584 1272 -993 304 152 0 152 0.00 81 36 25 50 30 8990.31 179437 52 0 52 583 1270 -987 308 154 0 154 0.00 82 41 25 189 TOTAL CFS 1556 5 1561 8993 8639 1106 9745 8559 TOTAL AF -4546 3112 10 3122 17986 21108 -4546 17263 17263 2212 19490 0.39 75 35 701 17118 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 07/08/02 WATER AND POWER CONTROL DIVISION TIME: 07:50:17 LOVELAND, COLORADO JUNE 2002 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) 74539 1 7903.76 75496 0 64 64 127 957 1100 555 435 52 1042 0.00 78 39 1910 2 7904.38 76293 0 64 64 127 797 967 488 465 60 1013 0.00 75 38 1880 3 7904.99 77080 0 64 64 127 787 917 462 372 53 887 0.09 67 38 1780 4 7905.50 77746 0 64 64 127 666 812 409 373 39 821 0.01 58 32 1560 5 7905.94 78321 0 64 64 127 575 713 359 336 30 725 0.00 70 38 1409 6 7906.35 78861 0 64 64 127 540 690 348 337 38 723 0.00 77 40 1310 7 7906.82 79482 0 64 64 127 621 781 394 337 50 781 0.00 82 42 1360 8 7907.35 80188 0 64 64 127 706 862 435 334 52 821 0.00 83 45 1360 9 7907.94 80977 0 64 64 127 789 946 477 314 58 849 0.00 85 33 1360 10 7908.45 81665 0 65 65 129 688 858 433 292 55 780 0.00 72 32 1350 11 7908.94 82328 0 65 65 129 663 815 411 279 50 740 0.00 73 32 1260 12 7909.33 82860 0 65 65 129 532 691 348 257 43 648 0.00 75 38 1230 13 7909.70 83367 20 57 77 153 507 686 346 232 43 621 0.00 72 33 1076 14 7909.99 83763 109 0 109 216 396 636 321 207 34 562 0.00 76 39 1010 15 7910.26 84137 113 0 113 224 374 630 318 227 38 583 0.00 75 39 997 16 7910.45 84399 111 0 111 220 262 500 252 214 35 501 0.00 77 39 1060 17 7910.60 84607 178 0 178 353 208 585 295 190 36 521 0.00 82 44 1016 18 7910.68 84717 219 0 219 434 110 581 293 190 38 521 0.00 84 39 995 19 7910.70 84745 250 0 250 496 28 562 283 195 34 512 0.01 82 44 1000 20 7910.65 84676 330 0 330 655 -69 607 306 156 35 497 0.00 81 52 938 21 7910.53 84510 375 0 375 744 -166 601 303 180 41 524 0.00 80 48 990 22 7910.36 84275 373 0 373 740 -235 536 270 156 35 461 0.00 79 38 1070 23 7910.19 84040 392 0 392 778 -235 576 290 144 33 467 0.00 84 41 1040 24 7909.94 83695 408 0 408 809 -345 494 249 144 31 424 0.00 84 44 1040 25 7909.72 83394 412 0 412 817 -301 541 273 141 27 441 0.00 86 44 1019 26 7909.31 82833 512 0 512 1016 -561 480 242 111 27 380 0.00 85 42 988 27 7908.84 82193 552 0 552 1095 -640 483 244 135 35 414 0.00 82 41 1019 28 7908.63 81909 505 0 505 1002 -284 739 373 123 4 500 0.00 82 43 1110 29 7908.06 81138 477 0 477 946 -771 203 102 100 0 202 0.00 86 44 1090 30 7907.72 80683 453 0 453 899 -455 479 241 102 0 343 0.00 88 46 1220 TOTAL CFS 5789 828 6617 10120 7078 1106 18304 36447 TOTAL AF 6144 11484 1643 13127 13127 6144 20071 20071 14037 2188 36304 0.11 79 40 72293 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 07/08/02 WATER AND POWER CONTROL DIVISION TIME: 07:50:17 LOVELAND, COLORADO JUNE 2002 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) 9028 1 8124.73 9068 45 4 45 0 0 0 49 97 40 140 71 2 8124.86 9102 45 4 45 1 0 0 50 99 34 141 71 3 8125.03 9147 45 4 45 0 0 0 49 97 45 144 73 4 8125.18 9187 45 4 45 0 0 0 49 97 40 140 71 5 8125.29 9216 45 4 45 0 0 0 49 97 29 128 65 6 8125.33 9227 45 4 45 0 0 0 49 97 11 112 56 7 8125.37 9238 45 4 45 1 0 0 50 99 11 116 58 8 8125.40 9246 45 4 45 0 0 0 49 97 8 110 55 9 8125.40 9246 45 4 45 0 0 0 49 97 0 103 52 10 8125.25 9206 45 4 45 0 0 24 73 145 -40 113 57 11 8125.19 9190 45 4 45 2 0 0 51 101 -16 89 45 12 8125.12 9171 41 4 41 2 0 8 55 109 -19 95 48 13 8125.10 9166 35 4 35 1 0 0 40 79 -5 79 40 14 8125.08 9161 35 2 35 1 0 0 38 75 -5 74 37 15 8125.05 9153 33 2 33 1 0 0 36 71 -8 69 35 16 8125.03 9147 28 2 28 2 0 0 32 63 -6 60 30 17 8124.94 9123 27 2 27 1 0 19 49 97 -24 77 39 18 8124.93 9120 22 2 22 2 0 0 26 52 -3 56 28 19 8124.93 9120 22 2 22 1 0 0 25 50 0 57 29 20 8124.93 9120 22 2 22 0 0 0 24 48 0 48 24 21 8124.92 9118 21 2 21 0 0 0 23 46 -2 48 24 22 8124.92 9118 20 2 20 1 0 0 23 46 0 51 26 23 8124.90 9113 20 2 20 0 0 0 22 44 -5 45 23 24 8124.87 9105 18 2 18 0 0 0 20 40 -8 37 19 25 8124.84 9097 15 2 15 0 0 0 17 34 -8 30 15 26 8124.84 9097 12 2 12 0 0 0 14 28 0 32 16 27 8124.85 9099 9 2 9 1 0 0 12 24 2 31 16 28 8124.86 9102 11 2 11 0 0 0 13 26 3 33 17 29 8124.86 9102 12 2 12 0 0 0 14 28 0 33 17 30 8124.85 9099 12 2 12 0 0 0 14 28 -3 32 16 TOTAL CFS 910 86 910 17 0 51 1064 1173 TOTAL AF 71 1805 172 1805 34 0 102 2111 2111 71 2323 2323 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 07/08/02 WATER AND POWER CONTROL DIVISION TIME: 07:50:17 LOVELAND, COLORADO JUNE 2002 EASTERN COLORADO PROJECTS WINDY GAP PROJECT DAILY FLOWS COLO R. FRASER R. PUMPED FROM COLO R. PRECIP ABOVE AT CONFLU. WINDY GAP BELOW AT W.GAP FRASER RESERVOIR W.GAP RESER. RESERVOIR DAY (CFS) (CFS) (CFS) (AF) (CFS) (IN) 1 0 0 0 0 0 0.00 2 0 0 0 0 0 0.00 3 0 0 0 0 0 0.00 4 0 0 0 0 0 0.00 5 0 0 0 0 0 0.00 6 0 0 0 0 0 0.00 7 0 0 0 0 0 0.00 8 0 0 0 0 0 0.00 9 0 0 0 0 0 0.00 10 0 0 0 0 0 0.00 11 0 0 0 0 0 0.00 12 0 0 0 0 0 0.00 13 0 0 0 0 0 0.00 14 0 0 0 0 0 0.00 15 0 0 0 0 0 0.00 16 0 0 0 0 0 0.00 17 0 0 0 0 0 0.00 18 0 0 0 0 0 0.00 19 0 0 0 0 0 0.00 20 0 0 0 0 0 0.00 21 0 0 0 0 0 0.00 22 0 0 0 0 0 0.00 23 0 0 0 0 0 0.00 24 0 0 0 0 0 0.00 25 0 0 0 0 0 0.00 26 0 0 0 0 0 0.00 27 0 0 0 0 0 0.00 28 0 0 0 0 0 0.00 29 0 0 0 0 0 0.00 30 0 0 0 0 0 0.00 TOTAL CFS 0 0 0 0 TOTAL AF 0 0 0 0 0 0.00 1 PICK SLOAN MISSOURI BASIN PROGRAM UNITED STATES BUREAU OF RECLAMATION WESTERN DIVISION WATER AND POWER SYSTEM AS OF 07/08/02 WATER AND POWER CONTROL DIVISION TIME: 07:50:17 LOVELAND, COLORADO JUNE 2002 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 17892 1 8366.59 8366.66 17707 432 348 780 1547 -185 1385 0 1385 698 0.00 0.00 78 40 2 8366.56 8366.62 17639 547 50 597 1184 -68 1177 0 1177 593 0.00 0.00 79 37 3 8366.49 8366.55 17510 546 50 596 1182 -129 1072 0 1072 540 0.00 0.00 77 40 4 8366.51 8366.57 17548 547 50 597 1184 38 1249 250 999 504 0.35 0.33 58 40 5 8366.52 8366.57 17553 306 50 356 706 5 725 0 725 366 0.01 0.04 71 30 6 8366.54 8366.58 17576 296 50 346 686 23 741 0 741 374 0.00 0.00 71 30 7 8366.49 8366.52 17471 449 50 499 990 -105 930 208 722 364 0.00 0.00 83 35 8 8366.64 8366.68 17760 396 50 446 885 289 1214 401 813 410 0.00 0.00 85 37 9 8366.65 8366.71 17805 292 50 342 678 45 764 0 764 385 0.00 0.00 86 38 10 8366.55 8366.61 17621 455 50 505 1002 -184 875 137 738 372 0.00 0.00 86 37 11 8366.43 8366.51 17427 550 50 600 1190 -194 1027 464 563 284 0.00 0.00 75 30 12 8366.44 8366.55 17485 551 50 601 1192 58 1291 740 551 278 0.00 0.00 76 29 13 8366.56 8366.66 17692 550 50 600 1190 207 1432 948 484 244 0.00 0.00 76 34 14 8366.54 8366.60 17603 550 50 600 1190 -89 1133 684 449 226 0.00 0.00 79 34 15 8366.58 8366.67 17716 551 50 601 1192 113 1348 883 465 234 0.00 0.00 76 37 16 8366.57 8366.65 17684 547 50 597 1184 -32 1176 760 416 210 0.00 0.00 75 35 17 8366.57 8366.66 17697 549 50 599 1188 13 1233 899 334 168 0.00 0.00 84 36 18 8366.60 8366.71 17780 552 50 602 1194 83 1326 938 388 196 0.00 0.00 85 35 19 8366.51 8366.67 17681 550 50 600 1190 -99 1143 744 399 201 0.00 0.00 84 35 20 8366.58 8366.65 17689 527 50 577 1144 8 1156 700 456 230 0.15 0.30 79 44 21 8366.61 8366.70 17772 453 50 503 998 83 1112 760 352 177 0.00 0.00 83 42 22 8366.66 8366.74 17850 449 50 499 990 78 1109 758 351 177 0.00 0.00 79 43 23 8366.65 8366.72 17818 426 50 476 944 -32 956 629 327 165 0.00 0.00 83 35 24 8366.62 8366.71 17790 439 50 489 970 -28 983 680 303 153 0.00 0.00 84 39 25 8366.56 8366.64 17666 502 50 552 1095 -124 1004 742 262 132 0.00 0.00 79 40 26 8366.58 8366.66 17702 515 50 565 1121 36 1191 877 314 158 0.00 0.11 83 40 27 8366.57 8366.64 17671 465 50 515 1021 -31 1028 793 235 118 0.00 0.00 82 41 28 8366.55 8366.60 17608 427 50 477 946 -63 912 645 267 135 0.00 0.00 78 40 29 8366.55 8366.70 17741 547 50 597 1184 133 1353 1152 201 101 0.02 0.03 87 40 30 8366.60 8366.68 17740 553 50 603 1196 -1 1244 897 347 175 0.00 0.00 86 39 TOTAL CFS 14519 1798 16317 8368 80 37 TOTAL AF -152 28798.0 3561 32363 32363 -152 33289 16689 16600 16596 0.53 0.81 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 07/08/02 WATER AND POWER CONTROL DIVISION TIME: 07:50:17 LOVELAND, COLORADO JUNE 2002 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) 222887 1 8227.45 224431 0 75 0 1.0 76 151 1544 1754 884 348 0 0 536 1234 55 2 8227.63 225275 0 77 0 1.0 78 155 844 1155 582 50 0 0 532 1125 55 3 8227.82 226168 0 77 0 1.0 78 155 893 1096 553 50 0 0 503 1043 55 4 8227.91 226592 126 77 0 1.0 204 405 424 899 453 50 0 0 403 907 54 5 8228.04 227204 0 77 0 1.0 78 155 612 803 405 50 0 0 355 721 54 6 8228.16 227771 0 77 0 1.0 78 155 567 805 406 50 0 0 356 730 53 7 8228.23 228101 105 81 0 1.0 187 371 330 818 412 50 0 0 362 726 54 8 8228.27 228290 202 80 0 1.0 283 561 189 853 430 50 0 0 380 790 56 9 8228.39 228858 0 77 0 1.0 78 155 568 829 418 50 0 0 368 753 56 10 8228.49 229331 69 75 0 1.0 145 288 473 907 457 50 24 0 383 755 54 11 8228.48 229284 234 75 0 1.0 310 615 -47 648 327 50 0 0 277 561 55 12 8228.42 229000 373 74 0 1.0 448 889 -284 711 358 50 8 0 300 578 55 13 8228.29 228385 478 75 0 1.0 554 1099 -615 575 290 50 0 0 240 484 53 14 8228.19 227912 345 76 0 1.0 422 837 -473 447 225 50 0 0 175 401 53 15 8228.08 227393 445 76 0 1.0 522 1035 -519 627 316 50 0 0 266 500 53 16 8227.95 226780 383 77 0 1.0 461 914 -613 363 183 50 0 0 133 343 53 17 8227.81 226121 453 78 0 1.0 532 1055 -659 478 241 50 19 0 172 340 53 18 8227.69 225557 473 79 0 1.0 553 1097 -564 658 332 50 0 0 282 478 53 19 8227.55 224900 375 79 0 1.0 455 902 -657 379 191 50 0 0 141 342 52 20 8227.43 224337 353 93 0 1.0 447 887 -563 336 169 50 0 0 119 349 65 21 8227.29 223681 383 111 0 1.0 495 982 -656 405 204 50 0 0 154 331 88 22 8227.16 223074 382 108 0 1.0 491 974 -607 472 238 50 0 0 188 365 85 23 8227.04 222513 317 108 0 1.0 426 845 -561 397 200 50 0 0 150 315 85 24 8226.90 221861 343 108 0 1.0 452 897 -652 349 176 50 0 0 126 279 85 25 8226.73 221069 374 108 0 1.0 483 958 -792 250 126 50 0 0 76 208 85 26 8226.57 220326 442 108 0 1.0 551 1093 -743 437 220 50 0 0 170 328 85 27 8226.41 219584 400 108 0 1.0 509 1010 -742 363 183 50 0 0 133 251 85 28 8226.26 218889 325 108 0 1.0 434 861 -695 239 120 50 0 0 70 205 87 29 8226.00 217688 581 108 0 1.0 690 1369 -1201 258 130 50 0 0 80 181 87 30 8225.79 216720 452 82 0 1.0 535 1061 -968 216 109 50 0 0 59 234 58 TOTAL CFS 8413 2612 0 30.0 11055 9338 1798 51 0 7489 15857 1921 TOTAL AF -6167 16689 5184 0 59.5 21931 21931 -6167 18527 18527 3561 102 0 14855 31453 3812 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 07/08/02 WATER AND POWER CONTROL DIVISION TIME: 07:50:17 LOVELAND, COLORADO JUNE 2002 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. 715 2651 1 36.77 70.76 798 2342 -226 856.9 432.0 0.00 1083.0 546.0 335.0 334.0 -27 0 0 0.00 81 42 2 37.08 70.77 811 2344 15 1085.0 547.0 0.00 993.7 501.0 323.0 362.0 0 0 0 0.00 78 42 3 34.82 71.94 721 2534 100 1083.0 546.0 0.00 995.7 502.0 323.0 317.0 0 0 0 0.44 64 43 4 35.01 72.41 729 2613 87 1085.0 547.0 0.00 964.0 486.0 315.0 333.0 0 0 0 0.12 52 43 5 28.66 73.05 498 2721 -123 606.9 306.0 0.00 944.1 476.0 279.0 171.0 175 0 0 0.00 69 34 6 28.10 72.65 479 2653 -87 587.1 296.0 0.00 991.7 500.0 264.0 104.0 139 0 0 0.00 76 40 7 35.03 72.34 730 2601 199 890.6 449.0 0.00 993.7 501.0 276.0 125.0 151 0 0 0.00 81 40 8 35.01 72.72 729 2665 63 785.5 396.0 0.00 1061.2 535.0 295.0 125.0 157 0 0 0.00 82 41 9 33.67 73.11 677 2732 15 579.2 292.0 0.00 890.6 449.0 302.0 138.0 -2 0 0 0.00 80 45 10 27.96 73.10 475 2730 -204 902.5 455.0 0.00 1055.2 532.0 279.0 304.0 0 0 0 0.00 69 50 11 30.59 72.05 564 2552 -89 1090.9 550.0 0.00 1088.9 549.0 247.0 293.0 0 0 0 0.00 70 37 12 32.04 72.26 617 2587 88 1092.9 551.0 0.00 914.4 461.0 218.0 264.0 0 0 0 0.00 74 37 13 36.42 71.76 784 2504 84 1090.9 550.0 0.00 960.0 484.0 203.0 227.0 0 0 0 0.00 62 40 14 30.55 73.10 563 2730 5 1090.9 550.0 0.00 1090.9 550.0 209.0 207.0 0 0 0 0.16 67 40 15 33.68 72.25 678 2586 -29 1092.9 551.0 0.00 1088.9 549.0 193.0 210.0 0 0 0 0.00 72 42 16 36.05 71.48 770 2458 -36 1085.0 547.0 0.00 1088.9 549.0 179.0 195.0 0 0 0 0.00 74 40 17 35.29 71.51 740 2463 -25 1088.9 549.0 0.00 1090.9 550.0 174.0 186.0 0 0 0 0.00 82 41 18 34.00 71.77 690 2506 -7 1094.9 552.0 0.00 1090.9 550.0 177.0 183.0 0 0 0 0.00 84 52 19 36.34 71.68 781 2491 76 1090.9 550.0 0.00 1088.9 549.0 166.0 129.0 40 0 0 0.16 73 42 20 36.05 72.19 770 2576 74 1045.3 527.0 1.00 1094.9 552.0 187.0 126.0 62 0 0 0.00 71 50 21 34.92 72.38 725 2607 -14 898.5 453.0 1.00 1043.3 526.0 190.0 125.0 64 0 0 0.00 80 46 22 35.13 72.45 734 2619 21 890.6 449.0 1.00 991.7 500.0 186.0 126.0 61 0 0 0.00 80 50 23 34.51 72.34 709 2601 -43 845.0 426.0 0.00 987.8 498.0 175.0 125.0 49 0 0 0.00 81 42 24 32.97 72.38 651 2607 -52 870.7 439.0 1.00 999.7 504.0 164.0 126.0 38 0 0 0.00 82 44 25 34.33 72.47 703 2623 68 995.7 502.0 1.00 989.8 499.0 156.0 126.0 0 0 0 0.00 80 47 26 35.79 72.57 759 2640 73 1021.5 515.0 0.00 993.7 501.0 147.0 125.0 23 0 0 0.00 78 46 27 37.40 72.25 824 2586 11 922.3 465.0 0.00 944.1 476.0 140.0 124.0 14 0 0 0.00 78 44 28 36.46 71.95 786 2536 -88 846.9 427.0 0.00 960.0 484.0 139.0 126.0 13 0 0 0.12 77 44 29 36.54 71.96 789 2537 4 1085.0 547.0 1.00 1088.9 549.0 129.0 126.0 4 0 0 0.00 86 44 30 33.94 72.64 688 2651 13 1096.9 553.0 0.00 1088.9 549.0 127.0 125.0 2 0 0 0.00 82 57 TOTAL CFS 14519.0 15457.0 6497.0 5587.0 963 TOTAL AF -27 0 -27 11.90 12887. 11082. 1910 0 0 1.00 76 44 28798.0 30658.5 NOTE: USE FACTOR OF 1.98347 TO CONVERT CFS TO AF/DAY, 0.50417 TO CONVERT AF/DAY TO CFS FACTORS=2.066116 AND.483988 FOR 25 HR/DAY; 1.900825 AND .526087 FOR 23 HR/DAY 1 EAST PORTAL ADAMS TUNNEL MINUS WIND RIVER 1 PICK SLOAN MISSOURI BASIN PROGRAM UNITED STATES BUREAU OF RECLAMATION WESTERN DIVISION WATER AND POWER SYSTEM AS OF 07/08/02 WATER AND POWER CONTROL DIVISION TIME: 07:50:17 LOVELAND, COLORADO JUNE 2002 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) 1 432.0 0.0 0.0 319.0 767.0 1521 546.0 334.0 880.0 1745 -226 335.0 2 547.0 0.0 0.0 304.0 870.0 1726 501.0 362.0 863.0 1712 15 323.0 3 546.0 0.0 0.0 295.0 869.0 1724 502.0 317.0 819.0 1624 100 323.0 4 547.0 0.0 0.0 291.0 862.0 1710 486.0 333.0 819.0 1624 87 315.0 5 306.0 0.0 0.0 243.0 585.0 1160 476.0 171.0 647.0 1283 -123 279.0 6 296.0 0.0 0.0 238.0 560.0 1111 500.0 104.0 604.0 1198 -87 264.0 7 449.0 0.0 0.0 253.0 725.0 1438 501.0 125.0 626.0 1242 199 276.0 8 396.0 0.0 0.0 262.0 691.0 1371 535.0 125.0 660.0 1309 63 295.0 9 292.0 0.0 0.0 273.0 594.0 1178 449.0 138.0 587.0 1164 15 302.0 10 455.0 0.0 0.0 268.0 734.0 1456 532.0 304.0 836.0 1658 -204 279.0 11 550.0 0.0 0.0 235.0 797.0 1581 549.0 293.0 842.0 1670 -89 247.0 12 551.0 0.0 0.0 203.0 769.0 1525 461.0 264.0 725.0 1438 88 218.0 13 550.0 0.0 0.0 188.0 753.0 1494 484.0 227.0 711.0 1410 84 203.0 14 550.0 0.0 0.0 186.0 759.0 1505 550.0 207.0 757.0 1501 5 209.0 15 551.0 0.0 0.0 179.0 744.0 1476 549.0 210.0 759.0 1505 -29 193.0 16 547.0 0.0 0.0 162.0 726.0 1440 549.0 195.0 744.0 1476 -36 179.0 17 549.0 0.0 0.0 158.0 723.0 1434 550.0 186.0 736.0 1460 -25 174.0 18 552.0 0.0 0.0 157.0 729.0 1446 550.0 183.0 733.0 1454 -7 177.0 19 550.0 0.0 0.0 148.0 716.0 1420 549.0 129.0 678.0 1345 76 166.0 20 527.0 1.0 0.0 162.0 714.0 1416 552.0 126.0 678.0 1345 74 187.0 21 453.0 1.0 0.0 167.0 643.0 1275 526.0 125.0 651.0 1291 -14 190.0 22 449.0 1.0 0.0 163.0 635.0 1260 500.0 126.0 626.0 1242 21 186.0 23 426.0 0.0 0.0 156.0 601.0 1192 498.0 125.0 623.0 1236 -43 175.0 24 439.0 1.0 0.0 144.0 603.0 1196 504.0 126.0 630.0 1250 -52 164.0 25 502.0 1.0 0.0 136.0 658.0 1305 499.0 126.0 625.0 1240 68 156.0 26 515.0 0.0 0.0 128.0 662.0 1313 501.0 125.0 626.0 1242 73 147.0 27 465.0 0.0 0.0 122.0 605.0 1200 476.0 124.0 600.0 1190 11 140.0 28 427.0 0.0 0.0 118.0 566.0 1123 484.0 126.0 610.0 1210 -88 139.0 29 547.0 1.0 0.0 109.0 676.0 1341 549.0 126.0 675.0 1339 4 129.0 30 553.0 0.0 0.0 105.0 680.0 1349 549.0 125.0 674.0 1337 13 127.0 TOTAL CFS 14519.0 0.0 5872.0 21016.0 15457.0 5587.0 21044.0 6497.0 AF 28798.0 11.9 0.0 11646.9 41684.6 41686 30658.5 11081.6 41740.1 41740 -27 12886.6 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 07/08/02 WATER AND POWER CONTROL DIVISION TIME: 07:50:17 LOVELAND, COLORADO JUNE 2002 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 1972 463 102699 43561 1 78.1 2000 65.5 447 0.0 353.3 0.0 0.0 0.0 220.1 0.0 0.0 65.6 5750.02 102123 5357.04 43932 0 2 77.0 1900 68.0 546 0.0 352.8 0.0 0.0 0.0 220.0 0.0 0.0 66.2 5749.69 101758 5357.41 44327 0 3 77.0 1900 68.6 572 0.0 352.2 0.0 0.0 0.0 219.9 0.0 0.0 67.6 5749.29 101316 5357.63 44562 0 4 77.0 1900 68.4 563 0.0 351.7 0.0 0.0 0.0 219.7 0.0 0.0 66.0 5748.91 100897 5358.01 44971 0 5 75.0 1725 70.1 636 0.0 351.1 0.0 0.0 0.0 219.6 0.0 0.0 67.6 5748.50 100445 5358.21 45187 0 6 74.4 1675 69.9 627 0.0 350.5 0.0 0.0 0.0 219.4 0.0 0.0 67.1 5748.09 99994 5358.23 45208 0 7 75.3 1751 68.9 584 0.0 351.0 0.0 0.0 0.0 219.6 0.0 0.0 68.4 5748.47 100412 5358.17 45143 0 8 76.5 1855 69.3 601 0.0 348.9 0.0 0.0 0.0 219.0 0.0 0.0 68.0 5746.98 98776 5358.13 45100 0 9 77.5 1945 66.2 474 0.0 348.3 0.0 0.0 0.0 218.9 0.0 0.0 65.9 5746.58 98339 5358.13 45100 0 10 77.5 1945 62.6 344 117.0 348.3 335.9 169.4 0.0 218.9 0.0 0.0 65.1 5746.58 98339 5358.18 45154 0 11 72.6 1531 71.3 690 202.0 348.5 579.6 292.2 0.0 218.9 0.0 0.0 67.0 5746.73 98503 5358.07 45036 0 12 72.4 1515 69.9 627 215.0 348.7 616.6 310.9 0.0 219.0 0.0 0.0 68.1 5746.87 98656 5357.83 44777 0 13 72.8 1546 69.4 606 205.0 348.9 587.5 296.2 0.0 219.0 0.0 0.0 67.9 5747.02 98820 5357.39 44305 0 14 73.1 1570 69.1 593 203.0 349.3 581.1 293.0 0.0 219.1 0.0 0.0 69.4 5747.32 99149 5357.01 43900 0 15 72.5 1523 69.5 610 200.0 349.7 571.9 288.3 0.0 219.2 0.0 0.0 67.3 5747.56 99412 5356.88 43762 0 16 73.4 1593 67.2 514 200.0 350.0 571.4 288.1 0.0 219.3 0.0 0.0 67.1 5747.78 99653 5356.68 43550 0 17 73.2 1578 68.2 555 213.0 350.4 607.8 306.4 0.0 219.4 0.0 0.0 67.3 5748.07 99972 5356.39 43243 0 18 73.9 1634 69.2 597 205.0 351.0 584.1 294.5 0.0 219.6 0.0 0.0 67.7 5748.44 100379 5355.92 42749 0 19 76.0 1811 66.2 474 213.0 351.2 606.5 305.8 0.0 219.6 0.0 0.0 67.5 5748.60 100555 5355.51 42320 0 20 75.6 1776 69.5 610 204.0 351.7 580.0 292.4 0.0 219.7 0.0 0.0 66.7 5748.93 100919 5355.03 41821 0 21 76.2 1829 69.6 614 202.0 352.2 573.5 289.1 0.0 219.9 0.0 0.0 68.6 5749.29 101316 5354.52 41294 0 22 75.7 1785 69.8 623 204.0 352.5 578.6 291.7 0.0 219.9 0.0 0.0 67.3 5749.51 101559 5353.99 40751 0 23 75.7 1785 69.3 601 203.0 352.8 575.5 290.1 0.0 220.0 0.0 0.0 67.6 5749.66 101725 5353.41 40162 0 24 75.3 1751 70.0 632 207.0 353.1 586.3 295.6 0.0 220.0 0.0 0.0 68.3 5749.87 101957 5352.64 39388 0 25 75.1 1734 71.1 681 205.0 353.4 580.0 292.4 0.0 220.1 0.0 0.0 68.2 5750.12 102234 5351.87 38623 0 26 76.5 1855 69.2 597 203.0 353.7 573.9 289.3 0.0 220.2 0.0 0.0 69.0 5750.31 102444 5351.19 37955 0 27 77.3 1927 67.7 534 204.0 354.0 576.3 290.5 0.0 220.3 0.0 0.0 67.8 5750.49 102644 5350.62 37400 0 28 75.5 1768 68.2 555 201.0 354.3 567.3 286.0 0.0 220.3 0.0 0.0 66.4 5750.69 102866 5350.04 36841 0 29 74.5 1683 68.5 567 204.0 354.3 575.8 290.3 0.0 220.3 0.0 0.0 66.9 5750.70 102877 5349.49 36316 0 30 73.1 1570 69.7 619 204.0 354.4 575.6 290.2 0.0 220.4 0.0 0.0 67.5 5750.79 102977 5348.76 35627 0 TOTAL CFS 6042.6 TOTAL AF -402 156 4214.0 11985.311985.3 0.0 0.0 0.0 278 -7934 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 07/08/02 WATER AND POWER CONTROL DIVISION TIME: 07:50:17 LOVELAND, COLORADO JUNE 2002 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 4.40 0.00 15.00 238.00 253.00 0.00 272.00 506.00 2 0.00 0.00 4.00 0.00 15.00 268.00 293.00 0.00 292.00 484.00 3 0.00 0.00 4.00 0.00 15.00 263.00 278.00 0.00 260.00 510.00 4 0.00 0.00 4.00 0.00 8.80 268.20 277.00 0.00 269.00 508.00 5 0.00 0.00 4.00 0.00 5.00 164.00 169.00 5.00 265.00 393.00 6 0.00 0.00 4.00 0.00 5.00 66.00 71.00 0.00 252.00 324.45 7 0.00 0.00 4.00 0.00 5.00 78.00 83.00 0.00 234.00 299.50 8 0.00 0.00 4.00 0.00 5.00 86.00 91.00 0.00 233.00 297.50 9 0.00 0.00 4.00 0.00 5.00 85.00 90.00 0.00 237.00 300.50 10 0.00 0.00 4.00 0.00 5.00 215.00 220.00 0.00 256.00 361.50 11 0.00 0.00 4.00 0.00 5.00 255.00 260.00 0.00 255.00 280.50 12 0.00 0.00 4.00 0.00 5.00 229.00 234.00 0.00 229.00 196.05 13 0.00 0.00 4.00 0.00 8.20 183.80 192.00 0.00 220.00 107.00 14 0.00 0.00 4.00 0.00 10.00 155.00 165.00 0.00 206.00 165.00 15 0.00 0.00 4.00 0.00 10.00 150.00 160.00 0.00 200.00 242.00 16 0.00 0.00 4.00 0.00 10.00 143.00 153.00 0.00 140.00 198.00 17 0.00 0.00 4.00 0.00 10.00 133.00 143.00 0.00 185.00 177.00 18 0.00 0.00 4.00 0.00 10.00 130.00 140.00 0.00 180.00 137.00 19 0.00 0.00 4.00 0.00 13.00 87.00 100.00 0.00 175.00 119.00 20 0.00 0.00 7.60 0.00 15.00 69.00 84.00 0.00 173.00 98.00 21 0.00 0.00 9.00 0.00 15.00 82.00 97.00 0.00 186.00 76.00 22 0.00 0.00 9.00 0.00 15.00 73.00 88.00 0.00 209.00 74.00 23 0.00 0.00 9.00 0.00 15.00 72.00 87.00 0.00 205.00 69.00 24 0.00 0.00 9.00 0.00 15.00 71.00 86.00 0.00 200.00 69.00 25 0.00 0.00 5.40 0.00 15.00 71.00 86.00 0.00 183.00 67.00 26 0.00 0.00 4.00 0.00 15.00 67.00 82.00 0.00 167.00 67.35 27 0.00 0.00 4.00 0.00 11.90 68.10 80.00 0.00 167.00 63.60 28 0.00 0.00 4.00 0.00 6.90 70.20 77.00 0.00 241.00 64.00 29 0.00 0.00 4.00 0.00 5.00 71.00 76.00 0.00 265.00 66.75 30 0.00 0.00 5.20 0.00 5.00 71.00 76.00 0.00 262.00 70.00 TOTAL CFS 0.00 0.00 146.60 0.00 298.80 3982.30 4291.00 5.00 6618.00 6390.70 TOTAL AF 0.00 0.00 290.78 0.00 592.66 7898.77 8511.07 9.92 13126.60 12675.76 ADJUSTMENT AF 322.20 TOTAL FLOW OR DELIVERY AF 12353.56 METERED DELIVERY AF 1047.50 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 07/08/02 WATER AND POWER CONTROL DIVISION TIME: 07:50:17 LOVELAND, COLORADO JUNE 2002 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) 56828.60 1 0.00 213.70 0.00 0.00 204.10 0.00 417.80 57664.20 2 0.00 190.65 0.00 0.00 204.50 0.00 395.15 58454.50 3 0.00 180.00 0.00 0.00 245.35 0.00 425.35 59305.20 4 0.00 161.35 0.00 0.00 233.10 0.00 394.45 60094.10 5 0.00 162.30 0.00 0.00 221.00 0.00 383.30 60860.70 6 0.00 169.00 0.00 1.55 233.50 0.00 404.05 61668.80 7 0.00 183.70 0.00 2.50 233.50 0.00 419.70 62508.20 8 0.00 191.00 0.00 2.50 217.90 0.00 411.40 63331.00 9 0.00 195.00 0.00 2.50 208.50 0.00 406.00 64143.00 10 0.00 197.00 0.00 2.50 208.50 1.25 409.25 64961.50 11 0.00 172.30 0.00 2.50 208.50 2.00 385.30 65732.10 12 0.00 160.00 0.00 0.95 208.50 2.00 371.45 66475.00 13 0.00 143.35 35.40 0.00 208.50 0.75 388.00 67251.00 14 0.00 101.65 50.00 0.00 191.00 0.00 342.65 67936.30 15 0.00 78.35 50.00 0.00 179.50 0.00 307.85 68552.00 16 0.00 68.35 50.00 0.00 180.00 0.00 298.35 69148.70 17 0.00 61.65 50.00 0.00 180.00 0.00 291.65 69732.00 18 0.00 60.00 50.00 0.00 194.60 0.95 305.55 70343.10 19 0.00 60.00 51.40 0.00 208.00 1.50 320.90 70984.90 20 0.00 60.00 56.25 0.00 209.00 1.50 326.75 71638.40 21 0.00 70.00 62.25 0.00 209.00 1.50 342.75 72323.90 22 0.00 80.65 65.40 0.00 209.00 0.55 355.60 73035.10 23 0.00 90.00 66.00 0.00 232.00 0.00 388.00 73811.10 24 0.00 90.00 66.00 0.00 287.00 0.00 443.00 74697.10 25 0.00 86.65 65.30 0.00 269.50 0.00 421.45 75540.00 26 0.00 95.00 68.55 0.65 257.90 0.00 422.10 76384.20 27 0.00 100.00 70.00 0.40 210.65 0.00 381.05 77146.30 28 0.00 103.35 148.65 0.00 182.50 0.00 434.50 78015.30 29 0.00 170.35 180.30 6.25 181.05 0.00 537.95 79091.20 30 0.00 156.30 180.70 10.00 243.10 0.00 590.10 80271.40 TOTAL CFS 0.00 3851.65 1366.20 32.30 6459.25 12.00 11721.40 TOTAL AF 0.00 7703.30 2732.40 64.60 12918.50 24.00 23442.80 80271.40 METERED DELIVERY AF 134.60 3623.80 322.20 64.50 4406.90 8552.00 88823.40 TOTAL FLOW OR DELIVERY AF * 134.60 11327.10 2732.40 386.80 12983.00 4430.90 31994.80 88823.40 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 JUNE 2002 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 16. 3. 0.00 0.00 60. 24. 0.00 0.00 0.00 11. 0.00 10. 2 0.00 0.00 43. 9. 0.00 0.00 157. 62. 0.00 0.00 0.00 12. 0.00 12. 3 0.00 0.09 4. 3. 0.00 0.00 49. 19. 0.44 0.00 0.92 0. 0.03 0. 4 0.23 0.01 19. 4. 0.35 0.33 70. 28. 0.12 0.00 0.09 34. 0.40 5. 5 0.00 0.00 11. 2. 0.01 0.04 36. 14. 0.00 0.86 0.00 17. 0.00 17. 6 0.00 0.00 23. 5. 0.00 0.00 83. 33. 0.00 0.00 0.00 18. 0.00 18. 7 0.00 0.00 33. 7. 0.00 0.00 118. 46. 0.00 0.01 0.00 19. 0.00 18. 8 0.00 0.00 29. 6. 0.00 0.00 103. 40. 0.00 0.00 0.00 15. 0.00 15. 9 0.00 0.00 30. 6. 0.00 0.00 106. 42. 0.00 0.00 0.00 24. 0.00 24. 10 0.00 0.00 42. 8. 0.00 0.00 147. 57. 0.00 0.00 0.00 27. 0.00 27. 11 0.00 0.00 23. 5. 0.00 0.00 81. 31. 0.00 0.00 0.00 26. 0.00 26. 12 0.00 0.00 31. 6. 0.00 0.00 106. 41. 0.00 0.00 0.00 27. 0.00 26. 13 0.00 0.00 27. 5. 0.00 0.00 92. 36. 0.00 0.00 0.00 13. 0.00 13. 14 0.00 0.00 24. 5. 0.00 0.00 83. 33. 0.16 0.00 0.00 17. 0.00 17. 15 0.08 0.00 33. 6. 0.00 0.00 112. 44. 0.00 0.00 0.00 17. 0.05 12. 16 0.01 0.00 19. 4. 0.00 0.00 63. 25. 0.00 0.00 0.05 7. 0.00 11. 17 0.00 0.00 24. 5. 0.00 0.00 83. 33. 0.00 0.07 0.00 19. 0.00 19. 18 0.00 0.00 37. 7. 0.00 0.00 126. 49. 0.00 0.00 0.00 17. 0.00 16. 19 0.00 0.01 39. 8. 0.00 0.00 134. 53. 0.16 0.00 0.10 0. 0.16 0. 20 0.00 0.00 21. 1. 0.15 0.30 13. 5. 0.00 0.00 0.00 21. 0.10 12. 21 0.00 0.00 24. 5. 0.00 0.00 80. 31. 0.00 0.15 0.00 15. 0.00 14. 22 0.00 0.00 31. 6. 0.00 0.00 105. 42. 0.00 0.00 0.00 19. 0.02 16. 23 0.00 0.00 34. 6. 0.00 0.00 113. 45. 0.00 0.00 0.00 22. 0.00 20. 24 0.00 0.00 31. 6. 0.00 0.00 105. 42. 0.00 0.06 0.00 28. 0.00 26. 25 0.00 0.00 25. 5. 0.00 0.00 85. 34. 0.00 0.00 0.00 20. 0.00 18. 26 0.03 0.00 26. 5. 0.00 0.11 88. 35. 0.00 0.00 0.00 17. 0.00 15. 27 0.00 0.00 28. 5. 0.00 0.00 96. 38. 0.00 0.00 0.00 22. 0.00 19. 28 0.04 0.00 21. 4. 0.00 0.00 73. 29. 0.12 0.00 0.00 25. 0.00 22. 29 0.00 0.00 29. 5. 0.02 0.03 91. 36. 0.00 0.00 0.00 20. 0.00 17. 30 0.00 0.00 36. 7. 0.00 0.00 123. 49. 0.00 0.00 0.00 26. 0.00 22. TOTALS 0.39 0.11 813. 157. 0.53 0.81 2780. 1093. 1.00 1.15 1.16 556. 0.76 485. 1 UPPER COLORADO RIVER DAILY DATA COLLECTION FOR JUNE 2002 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 1234 76 78 40 0.00 71 0 555 64 78 39 0.00 2 1125 78 79 37 0.00 71 1 488 64 75 38 0.00 3 1043 78 77 40 0.00 73 0 462 64 67 38 0.09 4 907 78 58 40 0.35 71 0 409 64 58 32 0.01 5 721 78 71 30 0.01 65 0 359 64 70 38 0.00 6 730 78 71 30 0.00 56 0 348 64 77 40 0.00 7 726 82 83 35 0.00 58 1 394 64 82 42 0.00 8 790 81 85 37 0.00 55 0 435 64 83 45 0.00 9 753 78 86 38 0.00 52 0 477 64 85 33 0.00 10 755 76 86 37 0.00 57 0 433 65 72 32 0.00 11 561 76 75 30 0.00 45 2 411 65 73 32 0.00 12 578 75 76 29 0.00 48 2 348 65 75 38 0.00 13 484 76 76 34 0.00 40 1 346 77 72 33 0.00 14 401 77 79 34 0.00 37 1 321 109 76 39 0.00 15 500 77 76 37 0.00 35 1 318 113 75 39 0.00 16 343 78 75 35 0.00 30 2 252 111 77 39 0.00 17 340 79 84 36 0.00 39 1 295 178 82 44 0.00 18 478 80 85 35 0.00 28 2 293 219 84 39 0.00 19 342 80 84 35 0.00 29 1 283 250 82 44 0.01 20 349 94 79 44 0.15 24 0 306 330 81 52 0.00 21 331 112 83 42 0.00 24 0 303 375 80 48 0.00 22 365 109 79 43 0.00 26 1 270 373 79 38 0.00 23 315 109 83 35 0.00 23 0 290 392 84 41 0.00 24 279 109 84 39 0.00 19 0 249 408 84 44 0.00 25 208 109 79 40 0.00 15 0 273 412 86 44 0.00 26 328 109 83 40 0.00 16 0 242 512 85 42 0.00 27 251 109 82 41 0.00 16 1 244 552 82 41 0.00 28 205 109 78 40 0.00 17 0 373 505 82 43 0.00 29 181 109 87 40 0.02 17 0 102 477 86 44 0.00 30 234 83 86 39 0.00 16 0 241 453 88 46 0.00