1 PICK SLOAN MISSOURI BASIN PROGRAM UNITED STATES BUREAU OF RECLAMATION WESTERN DIVISION WATER AND POWER SYSTEM AS OF 08/10/04 WATER AND POWER CONTROL DIVISION TIME: 12:52:58 LOVELAND, COLORADO JULY 2004 EASTERN COLORADO PROJECTS DILLON RESERVOIR - COMPUTATION OF DAILY INFLOWS O U T F L O W GAIN LAKE TOTAL VALVES SPILL TOTAL ROBERTS TOTAL CHANGE COMPUTED COLO. UNDE- D I L L O N DILLON- TO IN SPGS. PLETED PREC TEMP EVAP GREEN DAY ELEV STORAGE RIVER TUNNEL OUTFLOW STORAGE INFLOW DEP INFLOW MTN (FEET) (AF) (CFS) (CFS) (CFS) (CFS) (AF) (AF) (AF) (CFS) (CFS) (CFS) (IN) MAX MIN (AF) (CFS) 230495 1 9009.54 230910 0 50 50 51 202 415 657 329 69 398 0.00 67 32 40 404 2 9009.65 231236 50 0 50 51 202 326 568 284 64 348 0.00 73 30 40 397 3 9009.75 231533 50 0 50 51 202 297 539 270 53 323 0.00 72 31 40 339 4 9009.84 231801 50 0 50 51 202 268 510 255 46 301 0.00 71 35 40 317 5 9009.92 232039 50 0 50 51 202 238 480 240 44 284 0.00 67 29 40 313 6 9009.98 232218 50 0 50 126 352 179 571 286 47 333 0.00 70 34 40 275 7 9009.99 232247 50 0 50 141 382 29 451 226 47 273 0.00 74 34 40 281 8 9009.97 232188 50 0 50 183 466 -59 447 224 48 272 0.00 76 36 40 282 9 9009.94 232098 50 0 50 202 504 -90 454 227 44 271 0.00 77 40 40 293 10 9009.90 231979 50 0 50 202 504 -119 425 213 43 256 0.00 73 37 40 269 11 9009.89 231950 50 0 50 158 416 -29 427 214 42 256 0.00 80 39 40 265 12 9009.89 231950 50 0 50 151 402 0 442 221 41 262 0.00 84 39 40 264 13 9009.88 231920 50 0 50 151 402 -30 412 206 44 250 0.00 83 42 40 265 14 9009.82 231741 50 0 50 199 498 -179 352 176 56 232 0.03 83 41 33 273 15 9009.79 231652 64 0 64 202 532 -89 457 229 67 296 0.11 77 45 14 264 16 9009.82 231741 75 0 75 193 536 89 625 313 16 329 0.23 76 44 0 371 17 9009.88 231920 104 0 104 87 382 179 597 299 4 303 0.02 69 41 36 310 18 9009.99 232247 110 0 110 5 230 327 597 299 3 302 0.00 71 42 40 366 19 9010.08 232516 110 0 110 41 302 269 604 302 3 305 0.03 75 40 33 343 20 9010.18 232814 86 0 86 49 270 298 601 301 3 304 0.03 75 38 33 348 21 9010.19 232844 75 0 75 168 486 30 556 278 3 281 0.00 77 37 40 355 22 9010.16 232755 75 0 75 233 616 -89 550 275 3 278 0.07 74 40 23 269 23 9010.09 232546 107 0 107 270 754 -209 545 273 3 276 0.34 69 35 0 260 24 9010.02 232337 110 0 110 275 770 -209 599 300 3 303 0.01 67 33 38 318 25 9009.95 232128 92 18 110 228 676 -209 507 254 3 257 0.00 72 34 40 266 26 9009.97 232188 110 0 110 87 394 60 489 245 3 248 0.02 71 37 35 218 27 9010.05 232426 110 0 110 8 236 238 514 257 3 260 0.00 65 38 40 211 28 9010.10 232575 110 0 110 0 220 149 398 199 3 202 0.05 71 34 29 195 29 9010.14 232695 110 0 110 0 220 120 378 189 3 192 0.01 72 32 38 176 30 9010.18 232814 110 0 110 0 220 119 344 172 3 175 0.15 68 34 5 126 31 9010.22 232934 110 0 110 0 220 120 380 190 3 193 0.00 76 34 40 181 TOTAL CFS 2318 68 2386 3614 7746 817 8563 8814 TOTAL AF 2439 4636 136 4772 7228 12000 2439 15476 15476 1634 17126 1.10 73 37 1037 17628 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 08/10/04 WATER AND POWER CONTROL DIVISION TIME: 12:52:58 LOVELAND, COLORADO JULY 2004 EASTERN COLORADO PROJECTS GREEN MOUNTAIN RESERVOIR - COMPUTATION OF DAILY INFLOWS O U T F L O W DEPLETIONS GREEN MOUNTAIN DOTSERO LAKE TOTAL TUR- BY- CHANGE COMPUTED COLO. UNDE- T O T A L IN DENVER PLETED PREC TEMP DAY ELEV STORAGE BINES PASS STORAGE INFLOW SPGS. INFLOW (FEET) (AF) (CFS) (CFS) (CFS) (AF) (AF) (AF) (CFS) (CFS) (CFS) (CFS) (IN) MAX MIN (CFS) 115868 1 7931.00 116627 0 62 62 123 759 900 454 279 69 802 0.00 71 38 1719 2 7931.41 117358 0 62 62 123 731 886 447 234 64 745 0.00 76 37 1429 3 7931.76 117983 0 62 62 123 625 771 389 220 53 662 0.00 77 38 1340 4 7932.08 118555 0 62 62 123 572 728 367 205 46 618 0.00 72 38 1260 5 7932.41 119150 0 62 62 123 595 720 363 190 44 597 0.16 67 36 1120 6 7932.68 119637 0 62 62 123 487 645 325 236 47 608 0.00 74 40 1080 7 7932.96 120142 0 62 62 123 505 657 331 176 47 554 0.01 77 40 1019 8 7933.23 120633 0 62 62 123 491 659 332 174 48 554 0.00 81 40 1019 9 7933.52 121161 0 62 62 123 528 681 343 177 44 564 0.00 83 45 953 10 7933.78 121635 0 62 62 123 474 633 319 163 43 525 0.00 75 40 909 11 7934.04 122110 0 62 62 123 475 625 315 164 42 521 0.00 82 43 908 12 7934.30 122588 0 59 59 117 478 622 314 171 41 526 0.00 82 43 935 13 7934.51 122974 55 44 99 196 386 625 315 156 44 515 0.00 80 47 894 14 7934.56 123066 258 0 258 512 92 640 323 126 56 505 0.02 87 48 849 15 7934.50 122956 372 0 372 738 -110 650 328 165 67 560 0.00 80 51 915 16 7934.68 123287 267 0 267 530 331 885 446 238 16 700 0.00 71 46 1180 17 7934.79 123490 300 0 300 595 203 821 414 195 4 613 0.00 71 45 1260 18 7935.05 123969 235 0 235 466 479 945 476 189 3 668 0.10 73 50 1330 19 7935.35 124526 163 0 163 323 557 899 453 192 3 648 0.00 78 48 1510 20 7935.53 124860 262 0 262 520 334 860 434 215 3 652 0.06 76 42 1429 21 7935.56 124916 386 0 386 766 56 853 430 203 3 636 0.00 77 42 1440 22 7935.52 124842 375 0 375 744 -74 683 344 200 3 547 0.00 78 43 1390 23 7935.49 124786 381 0 381 756 -56 727 367 166 3 536 0.00 70 38 1290 24 7935.52 124842 387 0 387 768 56 848 428 190 3 621 0.00 70 38 1380 25 7935.51 124823 383 0 383 760 -19 746 376 144 3 523 0.16 76 40 1510 26 7935.44 124693 380 0 380 754 -130 651 328 135 3 466 0.00 73 42 1330 27 7935.37 124563 380 0 380 754 -130 636 321 147 3 471 0.06 70 45 1330 28 7935.28 124396 377 0 377 748 -167 605 305 89 3 397 0.00 73 40 1340 29 7935.13 124117 416 0 416 825 -279 567 286 79 3 368 0.00 75 43 1260 30 7934.92 123729 416 0 416 825 -388 468 236 62 3 301 0.00 79 39 1230 31 7934.68 123287 504 0 504 1000 -442 577 291 80 3 374 0.00 79 43 1260 TOTAL CFS 6297 785 7082 11200 5360 817 17377 37818 TOTAL AF 7419 12493 1557 14050 14050 7419 22213 22219 10632 1619 34465 0.57 76 42 75009 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 08/10/04 WATER AND POWER CONTROL DIVISION TIME: 12:52:58 LOVELAND, COLORADO JULY 2004 EASTERN COLORADO PROJECTS WILLOW CREEK RESERVOIR - COMPUTATION OF DAILY INFLOWS O U T F L O W CHANGE LAKE TOTAL TO TO MC- BUNTE SEEP- CANAL TOTAL OUTFLOW IN COMPUTED INFLOW ELEV STORAGE RIVER QUEARY HIGHLINE AGE1/ PRIMING PUMPED STORAGE DAY (FEET) (AF) (CFS) (CFS) (CFS) (CFS) (CFS) (CFS) (CFS) (AF) (AF) (AF) (CFS) 9504 1 8126.66 9589 45 2 45 1 0 0 48 95 85 180 91 2 8126.76 9617 45 2 45 0 0 0 47 93 28 126 64 3 8126.81 9631 45 2 45 0 0 0 47 93 14 110 55 4 8126.83 9636 45 2 45 0 0 0 47 93 5 103 52 5 8126.83 9636 45 2 45 0 0 0 47 93 0 95 48 6 8126.82 9634 45 2 45 1 5 0 53 105 -2 107 54 7 8125.72 9332 45 2 45 0 8 145 200 397 -302 99 50 8 8125.16 9182 45 2 45 1 0 88 136 270 -150 126 64 9 8125.12 9171 43 2 43 1 0 0 46 91 -11 84 42 10 8125.14 9177 27 2 27 0 0 0 29 58 6 69 35 11 8125.18 9187 30 2 30 1 0 0 33 65 10 79 40 12 8125.18 9187 34 2 34 0 0 0 36 71 0 75 38 13 8125.17 9184 33 2 33 1 0 0 36 71 -3 74 37 14 8125.18 9187 29 2 29 0 0 0 31 61 3 69 35 15 8125.20 9192 29 2 29 0 0 0 31 61 5 66 33 16 8125.31 9222 33 2 33 0 0 0 35 69 30 102 51 17 8125.32 9224 43 2 43 0 0 0 45 89 2 91 46 18 8125.34 9230 43 2 43 1 0 0 46 91 6 98 49 19 8125.34 9230 41 2 41 0 0 0 43 85 0 86 43 20 8125.35 9232 32 2 32 0 0 0 34 67 2 69 35 21 8125.40 9246 33 2 33 0 0 0 35 69 14 84 42 22 8125.46 9262 34 2 34 0 0 0 36 71 16 87 44 23 8125.47 9265 41 3 41 1 0 0 45 89 3 92 46 24 8125.56 9289 43 3 43 0 0 0 46 91 24 118 59 25 8125.56 9289 43 3 43 0 0 0 46 91 0 95 48 26 8125.53 9281 43 3 43 0 0 0 46 91 -8 86 43 27 8125.50 9273 39 3 39 0 0 0 42 83 -8 78 39 28 8125.58 9294 17 2 13 1 0 0 20 40 21 64 32 29 8125.75 9340 7 0 0 1 0 0 8 16 46 64 32 30 8125.91 9383 7 0 0 1 0 0 8 16 43 63 32 31 8126.06 9424 7 0 0 1 0 0 8 16 41 59 30 TOTAL CFS 1091 61 1066 12 13 233 1410 1409 TOTAL AF -80 2159 122 2109 24 26 463 2791 2791 -80 2798 2798 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 08/10/04 WATER AND POWER CONTROL DIVISION TIME: 12:52:58 LOVELAND, COLORADO JULY 2004 EASTERN COLORADO PROJECTS WINDY GAP PROJECT DAILY FLOWS COLO R. FRASER R. PUMPED FROM COLO R. PRECIP ABOVE AT CONFLU. WINDY GAP BELOW AT W.GAP FRASER RESERVOIR W.GAP RESER. RESERVOIR DAY (CFS) (CFS) (CFS) (AF) (CFS) (IN) 1 0 0 0 0 0 0.00 2 0 0 0 0 0 0.00 3 0 0 0 0 0 0.00 4 0 0 0 0 0 0.00 5 0 0 0 0 0 0.00 6 0 0 0 0 0 0.00 7 0 0 0 0 0 0.00 8 0 0 0 0 0 0.00 9 0 0 0 0 0 0.00 10 0 0 0 0 0 0.00 11 0 0 0 0 0 0.00 12 0 0 0 0 0 0.00 13 0 0 0 0 0 0.00 14 0 0 0 0 0 0.00 15 0 0 0 0 0 0.00 16 0 0 0 0 0 0.00 17 0 0 0 0 0 0.00 18 0 0 0 0 0 0.00 19 0 0 0 0 0 0.00 20 0 0 0 0 0 0.00 21 0 0 0 0 0 0.00 22 0 0 0 0 0 0.00 23 0 0 0 0 0 0.00 24 0 0 0 0 0 0.00 25 0 0 0 0 0 0.00 26 0 0 0 0 0 0.00 27 0 0 0 0 0 0.00 28 0 0 0 0 0 0.00 29 0 0 0 0 0 0.00 30 0 0 0 0 0 0.00 31 0 0 0 0 0 0.00 TOTAL CFS 0 0 0 0 TOTAL AF 0 0 0 0 0 0.00 1 PICK SLOAN MISSOURI BASIN PROGRAM UNITED STATES BUREAU OF RECLAMATION WESTERN DIVISION WATER AND POWER SYSTEM AS OF 08/10/04 WATER AND POWER CONTROL DIVISION TIME: 12:52:58 LOVELAND, COLORADO JULY 2004 EASTERN COLORADO PROJECTS GRAND LAKE - SHADOW MOUNTAIN RESERVOIRS - COMPUTATION OF DAILY INFLOWS O U T F L O W C O M P U T E D I N F L O W ELEVATION ADAMS CHANGE PUMPED TO G R A N D L A K E GRAND SHADOW TOTAL TUNNEL BY TOTAL OUTFLOW IN TOTAL FROM GL. - SM. P R E C TEMP DAY LAKE MTN STORAGE E.P.1 PASS STORAGE GRANBY 6SSW 1NW 6SSW (FEET) (FEET) (AF) (CFS) (CFS) (CFS) (AF) (AF) (AF) (AF) (AF) (CFS) (IN) (IN) MAX MIN 17879 1 8366.73 8366.78 17939 165 430 595 1180 60 1240 0 1240 625 0.12 0.14 72 43 2 8366.70 8366.76 17897 141 250 391 776 -42 767 0 767 387 0.00 0.00 77 36 3 8366.65 8366.72 17818 290 50 340 674 -79 619 0 619 312 0.00 0.00 76 33 4 8366.61 8366.67 17732 236 50 286 567 -86 515 0 515 260 0.00 0.00 73 34 5 8366.60 8366.68 17740 189 50 239 474 8 501 0 501 253 0.05 0.01 70 39 6 8366.69 8366.75 17879 104 50 154 305 139 475 0 475 239 0.03 0.08 73 36 7 8366.73 8366.77 17926 2 249 251 498 47 576 0 576 290 0.00 0.00 80 33 8 8366.70 8366.75 17884 1 257 258 512 -42 516 0 516 260 0.00 0.00 82 38 9 8366.69 8366.75 17879 1 257 258 512 -5 538 0 538 271 0.00 0.00 83 38 10 8366.68 8366.74 17860 2 257 259 514 -19 532 0 532 268 0.00 0.01 75 51 11 8366.62 8366.69 17763 102 93 195 387 -97 318 0 318 160 0.00 0.00 83 38 12 8366.57 8366.65 17684 215 50 265 526 -79 475 137 338 170 0.00 0.00 83 40 13 8366.65 8366.70 17792 26 50 76 151 108 302 0 302 152 0.00 0.00 83 46 14 8366.70 8366.76 17897 47 50 97 192 105 336 0 336 169 0.00 0.05 82 53 15 8366.70 8366.77 17911 124 50 174 345 14 359 0 359 181 0.15 0.18 78 45 16 8366.68 8366.73 17846 2 324 326 647 -65 606 0 606 306 0.30 0.31 69 50 17 8366.70 8366.76 17897 1 271 272 540 51 597 0 597 301 0.11 1.09 71 46 18 8366.67 8366.73 17841 2 281 283 561 -56 516 0 516 260 0.03 0.00 73 42 19 8366.70 8366.80 17950 2 113 115 228 109 348 0 348 175 0.05 0.35 74 46 20 8366.70 8366.79 17937 1 296 297 589 -13 580 0 580 292 0.07 0.16 72 44 21 8366.68 8366.78 17913 0 273 273 541 -24 528 20 508 256 0.13 0.39 80 31 22 8366.63 8366.74 17835 197 67 264 524 -78 448 0 448 226 0.07 0.23 71 42 23 8366.65 8366.74 17845 109 238 347 688 10 698 63 635 320 0.21 0.43 68 42 24 8366.67 8366.76 17881 71 257 328 651 36 711 0 711 358 0.18 0.10 64 44 25 8366.64 8366.73 17826 24 272 296 587 -55 562 0 562 283 0.00 0.00 73 35 26 8366.63 8366.73 17821 147 50 197 391 -5 409 0 409 206 0.02 0.07 72 37 27 8366.65 8366.75 17858 108 102 210 417 37 475 0 475 239 0.00 0.10 68 41 28 8366.65 8366.75 17858 90 101 191 379 0 403 0 403 203 0.16 0.10 68 43 29 8366.70 8366.79 17937 94 50 144 286 79 378 0 378 191 0.05 0.09 75 38 30 8366.67 8366.75 17868 75 50 125 248 -69 210 0 210 106 0.00 0.00 75 37 31 8366.70 8366.79 17937 59 50 109 216 69 301 0 301 152 0.02 0.06 76 37 TOTAL CFS 2627 4988 7615 7871 75 41 TOTAL AF 58 5210.6 9892 15106 15106 58 15839 220 15619 15613 1.75 3.95 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 08/10/04 WATER AND POWER CONTROL DIVISION TIME: 12:52:58 LOVELAND, COLORADO JULY 2004 EASTERN COLORADO PROJECTS GRANBY RESERVOIR - COMPUTATION OF DAILY INFLOWS O U T F L O W C O M P U T E D I N F L O W CHANGE NATURAL LAKE TOTAL PUMPED SPILL SEEP TOTAL OUTFLOW IN TOTAL INFLOW FROM FROM FROM TO INFLOW YMCA ELEV STORAGE TO SM VALVES WAY AGE STORAGE SM W.CR W.GAP GRANBY GR-GL-SM GAGE DAY (FEET) (AF) (CFS) (CFS) (CFS) (CFS) (CFS) (AF) (AF) (AF) (CFS) (CFS) (CFS) (CFS) (CFS) (CFS) (CFS) 270381 1 8237.03 271622 0 63 0 1.0 64 127 1241 1369 690 430 0 0 260 885 51 2 8237.20 272504 0 71 0 1.0 72 143 882 1119 564 250 0 0 314 701 54 3 8237.28 272919 0 70 0 1.0 71 141 415 625 315 50 0 0 265 577 54 4 8237.35 273283 0 69 0 1.0 70 139 364 601 303 50 0 0 253 513 52 5 8237.42 273647 0 71 0 1.0 72 143 364 561 283 50 0 0 233 486 54 6 8237.48 273959 0 69 0 1.0 70 139 312 539 272 50 0 0 222 461 53 7 8237.62 274688 0 68 0 1.0 69 137 729 954 481 249 145 0 87 377 52 8 8237.77 275470 0 66 0 1.0 67 133 782 1045 527 257 88 0 182 442 53 9 8237.86 275940 0 67 0 1.0 68 135 470 694 350 257 0 0 93 364 53 10 8237.96 276463 0 67 0 1.0 68 135 523 763 385 257 0 0 128 396 54 11 8238.01 276724 0 67 0 1.0 68 135 261 475 239 93 0 0 146 306 52 12 8238.02 276777 69 71 0 1.0 141 280 53 412 208 50 0 0 158 328 52 13 8238.04 276881 0 70 0 1.0 71 141 104 369 186 50 0 0 136 288 53 14 8238.09 277143 0 72 0 1.0 73 145 262 518 261 50 0 0 211 380 52 15 8238.13 277353 0 78 0 1.0 79 157 210 367 185 50 0 0 135 316 52 16 8238.27 278086 0 78 0 1.0 79 157 733 958 483 324 0 0 159 465 53 17 8238.37 278611 0 79 0 1.0 80 159 525 702 354 271 0 0 83 384 52 18 8238.50 279294 0 80 0 1.0 81 161 683 875 441 281 0 0 160 420 53 19 8238.58 279715 0 82 0 1.0 83 165 421 618 312 113 0 0 199 374 53 20 8238.67 280189 0 83 0 1.0 84 167 474 655 330 296 0 0 34 326 52 21 8238.79 280821 10 74 0 1.0 85 169 632 833 420 273 0 0 147 403 55 22 8238.84 281085 0 59 0 1.0 60 119 264 390 197 67 0 0 130 356 55 23 8238.92 281507 32 51 0 1.0 84 167 422 589 297 238 0 0 59 379 50 24 8239.02 282035 0 58 0 1.0 59 117 528 714 360 257 0 0 103 461 56 25 8239.12 282564 0 58 0 1.0 59 117 529 732 369 272 0 0 97 380 55 26 8239.15 282723 0 57 0 1.0 58 115 159 342 172 50 0 0 122 328 56 27 8239.20 282987 0 54 0 1.0 55 109 264 434 219 102 0 0 117 356 52 28 8239.25 283252 0 54 0 1.0 55 109 265 443 223 101 0 0 122 325 52 29 8239.27 283358 0 54 0 1.0 55 109 106 254 128 50 0 0 78 269 54 30 8239.32 283623 0 52 0 1.0 53 105 265 460 232 50 0 0 182 288 52 31 8239.33 283676 0 54 0 1.0 55 109 53 208 105 50 0 0 55 207 53 TOTAL CFS 111 2066 0 31.0 2208 9891 4988 233 0 4670 12541 1644 TOTAL AF 13295 220 4101 0 61.5 4384 4384 13295 19618 19618 9892 463 0 9264 24876 3257 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 08/10/04 WATER AND POWER CONTROL DIVISION TIME: 12:52:58 LOVELAND, COLORADO JULY 2004 EASTERN COLORADO PROJECTS MARYS AND ESTES WATER REGULATION BIG THOMPSON RIVER S T O R A G E LAKE E S T E S ELVATION TOTAL ESTES B Y P A S S CHANGE WIND O L Y M P U S COM- P A R K IN ADAMS RIVER PUTED MARYS ESTES MARYS LAKE MARYS LAKE STOR- TUNNEL DIVER- T U N N E L NATIVE BELOW SKIM POWER POWER PREC TEMP LAKE ESTES LAKE ESTES AGE 1 SION INFLOW PLANT PLANT DAY (FT) (FT) (AF) (AF) (AF) (AF) (CFS) (CFS) (AF) (CFS) (CFS) (CFS) (CFS) (AF) (AF) (IN) (MAX) (MIN) +8000. +7400. 810 2444 1 38.89 71.49 885 2460 91 327.3 165.0 6.00 1090.9 550.0 570.0 146.0 443 19 0 0.04 71 44 2 35.81 71.51 760 2463 -122 279.7 141.0 6.00 1088.9 549.0 468.0 127.0 341 36 0 0.00 75 40 3 36.42 71.71 784 2496 57 575.2 290.0 6.00 1098.8 554.0 413.0 127.0 287 0 0 0.00 72 42 4 35.66 72.14 754 2567 41 468.1 236.0 6.00 910.4 459.0 363.0 126.0 237 0 0 0.00 72 40 5 35.62 72.68 753 2658 90 374.9 189.0 6.00 712.1 359.0 335.0 126.0 209 0 0 0.08 66 46 6 37.96 72.94 847 2702 138 206.3 104.0 6.00 515.7 260.0 345.0 126.0 219 82 0 0.00 67 44 7 37.76 72.58 838 2641 -70 4.0 2.0 5.00 456.2 230.0 314.0 126.0 188 0 0 0.00 80 42 8 37.28 72.27 819 2589 -71 2.0 1.0 5.00 404.6 204.0 288.0 126.0 162 0 0 0.00 80 47 9 36.96 71.87 806 2522 -80 2.0 1.0 5.00 406.6 205.0 285.0 126.0 161 0 0 0.00 77 44 10 36.64 71.54 793 2468 -67 4.0 2.0 4.00 396.7 200.0 284.0 124.0 9 0 0 0.12 74 55 11 33.70 70.97 678 2376 -207 202.3 102.0 4.00 398.7 201.0 266.0 275.0 127 0 0 0.00 84 43 12 38.31 71.43 861 2450 257 426.4 215.0 3.00 402.6 203.0 252.0 139.0 0 0 0 0.00 86 45 13 34.21 71.87 698 2522 -91 51.6 26.0 3.00 404.6 204.0 254.0 125.0 127 0 0 0.00 84 49 14 31.10 72.57 582 2640 2 93.2 47.0 3.00 398.7 201.0 279.0 127.0 152 0 0 0.60 78 49 15 36.83 72.57 801 2640 219 246.0 124.0 3.00 434.4 219.0 328.0 127.0 200 0 0 0.36 78 49 16 36.89 72.68 803 2658 20 4.0 2.0 3.00 460.2 232.0 365.0 128.0 237 0 0 0.44 67 52 17 36.85 72.56 802 2638 -21 2.0 1.0 3.00 495.9 250.0 363.0 128.0 235 0 0 0.00 70 48 18 36.71 72.62 796 2648 4 4.0 2.0 2.00 495.9 250.0 376.0 128.0 249 0 0 0.00 78 44 19 36.67 72.38 794 2607 -43 4.0 2.0 2.00 501.8 253.0 354.0 127.0 228 0 0 0.88 76 54 20 36.56 71.80 790 2511 -100 2.0 1.0 2.00 497.9 251.0 324.0 126.0 198 0 0 0.08 74 52 21 30.18 72.71 550 2663 -88 0.0 0.0 2.00 497.9 251.0 331.0 126.0 203 0 0 0.00 76 55 22 31.67 72.94 603 2702 92 390.7 197.0 2.00 781.5 394.0 369.0 128.0 240 413 0 1.16 67 49 23 34.67 72.61 716 2646 57 216.2 109.0 2.00 684.3 345.0 391.0 129.0 166 222 0 0.72 54 48 24 37.56 72.06 830 2554 22 140.8 71.0 2.00 501.8 253.0 416.0 225.0 6 150 0 0.12 56 44 25 33.01 72.09 652 2559 -173 47.6 24.0 2.00 105.1 53.0 350.0 410.0 198 50 0 0.00 66 44 26 34.96 72.35 727 2602 118 291.6 147.0 1.00 497.9 251.0 314.0 152.0 185 301 0 0.00 72 41 27 33.98 72.65 689 2653 13 214.2 108.0 1.00 535.5 270.0 296.0 129.0 169 219 0 0.04 70 52 28 32.51 72.78 634 2675 -33 178.5 90.0 4.00 537.5 271.0 287.0 127.0 160 192 0 0.20 64 46 29 31.80 72.60 608 2645 -56 186.4 94.0 4.00 535.5 270.0 271.0 127.0 144 201 0 0.00 76 43 30 30.90 72.34 575 2601 -77 148.8 75.0 4.00 458.2 231.0 240.0 127.0 114 161 0 0.00 76 43 31 29.13 71.94 514 2534 -128 117.0 59.0 4.00 456.2 230.0 229.0 126.0 101 132 0 0.00 79 50 TOTAL CFS 2627.0 8653.010320.0 4516.0 5695 TOTAL AF -296 90 -206 220.17 20469. 8957. 11296 2178 0 4.84 73 47 5210.6 17163.0 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 08/10/04 WATER AND POWER CONTROL DIVISION TIME: 12:52:58 LOVELAND, COLORADO JULY 2004 EASTERN COLORADO PROJECTS MARYS LAKE & LAKE ESTES INFLOW/OUTFLOW REGULATION G A U G E D F L O W ESTES & LAKE BIG BIG MARYS ESTES THOMP- THOMP- TOTAL COM- SON SON CHANGE PUTED ADAMS WIND FISH RIVER T O T A L OLYMPUS RIVER T O T A L IN NATIVE TUNNEL RIVER CREEK ABOVE I N F L O W TUNNEL BELOW O U T F L O W STORAGE INFLOW 1 2 DAY (CFS) (CFS) (CFS) (CFS) (CFS) (AF) (CFS) (CFS) (CFS) (AF) (AF) (CFS) 1 165.0 6.0 7.0 530.0 735.0 1458 550.0 146.0 696.0 1380 91 570.0 2 141.0 6.0 6.0 424.0 609.0 1208 549.0 127.0 676.0 1341 -122 468.0 3 290.0 6.0 5.0 364.0 703.0 1394 554.0 127.0 681.0 1351 57 413.0 4 236.0 6.0 5.0 319.0 599.0 1188 459.0 126.0 585.0 1160 41 363.0 5 189.0 6.0 5.0 294.0 524.0 1039 359.0 126.0 485.0 962 90 335.0 6 104.0 6.0 5.0 304.0 449.0 891 260.0 126.0 386.0 766 138 345.0 7 2.0 5.0 4.0 276.0 316.0 627 230.0 126.0 356.0 706 -70 314.0 8 1.0 5.0 4.0 257.0 289.0 573 204.0 126.0 330.0 655 -71 288.0 9 1.0 5.0 4.0 251.0 286.0 567 205.0 126.0 331.0 657 -80 285.0 10 2.0 4.0 3.0 250.0 286.0 567 200.0 124.0 324.0 643 -67 284.0 11 102.0 4.0 3.0 236.0 368.0 730 201.0 275.0 476.0 944 -207 266.0 12 215.0 3.0 3.0 223.0 467.0 926 203.0 139.0 342.0 678 257 252.0 13 26.0 3.0 3.0 221.0 280.0 555 204.0 125.0 329.0 653 -91 254.0 14 47.0 3.0 4.0 236.0 326.0 647 201.0 127.0 328.0 651 2 279.0 15 124.0 3.0 4.0 287.0 452.0 897 219.0 127.0 346.0 686 219 328.0 16 2.0 3.0 4.0 318.0 367.0 728 232.0 128.0 360.0 714 20 365.0 17 1.0 3.0 4.0 318.0 364.0 722 250.0 128.0 378.0 750 -21 363.0 18 2.0 2.0 3.0 332.0 378.0 750 250.0 128.0 378.0 750 4 376.0 19 2.0 2.0 8.0 292.0 356.0 706 253.0 127.0 380.0 754 -43 354.0 20 1.0 2.0 8.0 275.0 325.0 645 251.0 126.0 377.0 748 -100 324.0 21 0.0 2.0 5.0 284.0 331.0 657 251.0 126.0 377.0 748 -88 331.0 22 197.0 2.0 9.0 302.0 566.0 1123 394.0 128.0 522.0 1035 92 369.0 23 109.0 2.0 14.0 330.0 500.0 992 345.0 129.0 474.0 940 57 391.0 24 71.0 2.0 23.0 358.0 487.0 966 253.0 225.0 478.0 948 22 416.0 25 24.0 2.0 23.0 301.0 374.0 742 53.0 410.0 463.0 918 -173 350.0 26 147.0 1.0 20.0 262.0 461.0 914 251.0 152.0 403.0 799 118 314.0 27 108.0 1.0 18.0 242.0 404.0 801 270.0 129.0 399.0 791 13 296.0 28 90.0 4.0 17.0 231.0 377.0 748 271.0 127.0 398.0 789 -33 287.0 29 94.0 4.0 15.0 219.0 365.0 724 270.0 127.0 397.0 787 -56 271.0 30 75.0 4.0 12.0 201.0 315.0 625 231.0 127.0 358.0 710 -77 240.0 31 59.0 4.0 11.0 191.0 288.0 571 230.0 126.0 356.0 706 -128 229.0 TOTAL CFS 2627.0 259.0 8928.0 12947.0 8653.0 4516.0 13169.0 10320.0 AF 5210.6 220.2 513.7 17708.4 25680.0 25681 17163.0 8957.4 26120.3 26120 -206 20469.4 NOTE: USE FACTOR OF 1.98347 TO CONVERT CFS TO AF/DAY, 0.50417 TO CONVERT AF/DAY TO CFS FACTORS=2.066116 AND.483988 FOR 25 HR/DAY; 1.900825 AND .526087 FOR 23 HR/DAY 1 EAST PORTAL ADAMS TUNNEL MINUS WIND RIVER 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 08/10/04 WATER AND POWER CONTROL DIVISION TIME: 12:52:58 LOVELAND, COLORADO JULY 2004 EASTERN COLORADO PROJECTS FOOTHILLS WATER REGULATION PINEWOOD F L A T I R O N CARTER LAKE HORSETOOTH BY- AVG PASS ELEV STORAGE ELEV STORAGE FLATIRON PUMP FLATIRON # 3 GEN. ELEV ELEV STORAGE ELEV STORAGE POLE (FT) (AF) (FT) (FT) HILL +6500. +5400. (AF) MWH KWH/AF (AF) AVG. MWH KWH/AF (AF) AVG. +5400. (FT) (AF) (FT) (AF) (AF) DAY CFS CFS 1412 623 91524 137921 1 69.1 1282 68.6 572 208.0 339.9 612.0 308.5 0.0 216.3 0.0 0.0 67.8 5740.69 91972 5420.37 137769 0 2 69.0 1276 68.5 567 58.0 339.7 170.7 86.1 0.0 216.2 0.0 0.0 66.5 5740.57 91844 5420.30 137636 0 3 72.3 1508 67.8 538 0.0 339.6 0.0 0.0 0.0 216.2 0.0 0.0 66.8 5740.49 91758 5420.28 137598 0 4 74.6 1691 67.4 522 0.0 339.2 0.0 0.0 0.0 216.1 0.0 0.0 65.9 5740.19 91438 5420.25 137541 0 5 75.3 1751 68.5 567 0.0 338.8 0.0 0.0 0.0 215.9 0.0 0.0 65.9 5739.94 91176 5420.14 137333 0 6 75.0 1725 69.0 588 0.0 338.7 0.0 0.0 0.0 215.9 0.0 0.0 66.5 5739.82 91048 5420.09 137238 0 7 74.6 1691 69.5 610 0.0 338.3 0.0 0.0 0.0 215.7 0.0 0.0 68.2 5739.53 90739 5420.01 137086 0 8 74.3 1666 68.3 559 0.0 338.0 0.0 0.0 0.0 215.6 0.0 0.0 68.0 5739.33 90527 5419.84 136765 0 9 73.0 1562 69.8 623 0.0 337.6 0.0 0.0 0.0 215.5 0.0 0.0 68.4 5739.01 90186 5419.73 136557 0 10 71.6 1456 71.8 712 0.0 337.0 0.0 0.0 0.0 215.3 0.0 0.0 70.2 5738.58 89730 5419.61 136330 0 11 71.8 1470 71.6 703 0.0 336.7 0.0 0.0 0.0 215.2 0.0 0.0 70.2 5738.36 89497 5419.61 136330 0 12 72.5 1523 70.2 640 0.0 336.1 0.0 0.0 0.0 214.9 0.0 0.0 69.2 5737.93 89042 5419.60 136311 0 13 73.4 1593 70.0 632 0.0 335.5 0.0 0.0 0.0 214.7 0.0 0.0 68.5 5737.50 88588 5419.38 135896 0 14 74.4 1675 69.5 610 0.0 334.9 0.0 0.0 0.0 214.5 0.0 0.0 68.3 5737.07 88134 5419.15 135463 0 15 75.6 1776 68.8 580 0.0 334.4 0.0 0.0 0.0 214.3 0.0 0.0 67.9 5736.75 87797 5418.82 134843 0 16 75.7 1785 68.5 567 0.0 333.7 0.0 0.0 0.0 214.0 0.0 0.0 66.9 5736.24 87261 5418.75 134712 0 17 75.4 1759 67.6 530 0.0 333.4 0.0 0.0 0.0 213.9 0.0 0.0 66.1 5735.96 86967 5418.56 134355 0 18 74.7 1700 66.4 482 0.0 332.9 0.0 0.0 0.0 213.7 0.0 0.0 64.9 5735.61 86600 5418.25 133775 0 19 73.3 1585 66.5 486 0.0 332.4 0.0 0.0 0.0 213.5 0.0 0.0 65.6 5735.26 86233 5417.89 133104 0 20 72.3 1508 66.9 502 0.0 331.9 0.0 0.0 0.0 213.3 0.0 0.0 64.7 5734.86 85815 5417.39 132174 0 21 71.6 1456 67.0 506 0.0 331.2 0.0 0.0 0.0 213.0 0.0 0.0 65.2 5734.38 85314 5416.88 131229 0 22 73.8 1625 69.3 601 0.0 331.1 0.0 0.0 0.0 212.9 0.0 0.0 66.1 5734.28 85210 5416.71 130915 0 23 76.1 1820 70.1 636 0.0 331.0 0.0 0.0 0.0 212.9 0.0 0.0 68.1 5734.20 85127 5416.79 131063 0 24 76.0 1811 69.5 610 0.0 330.7 0.0 0.0 0.0 212.8 0.0 0.0 68.5 5734.00 84918 5416.75 130989 0 25 72.7 1538 70.0 632 0.0 330.6 0.0 0.0 0.0 212.7 0.0 0.0 67.8 5733.90 84814 5416.78 131044 92 26 72.7 1538 67.7 534 0.0 330.2 0.0 0.0 0.0 212.6 0.0 0.0 67.5 5733.65 84554 5416.79 131063 6 27 72.4 1515 68.7 576 0.0 329.9 0.0 0.0 0.0 212.4 0.0 0.0 65.8 5733.40 84295 5416.77 131026 0 28 72.3 1508 70.7 663 0.0 329.8 0.0 0.0 0.0 212.4 0.0 0.0 67.5 5733.30 84191 5416.70 130897 0 29 74.2 1658 68.9 584 0.0 329.5 0.0 0.0 0.0 212.3 0.0 0.0 69.1 5733.13 84014 5416.64 130786 0 30 74.9 1717 68.9 584 0.0 329.2 0.0 0.0 0.0 212.1 0.0 0.0 67.4 5732.89 83765 5416.56 130638 0 31 75.8 1794 69.0 588 0.0 328.9 0.0 0.0 0.0 212.0 0.0 0.0 67.6 5732.67 83538 5416.41 130362 0 TOTAL CFS 394.6 TOTAL AF 382 -35 266.0 782.7 782.7 0.0 0.0 0.0 -7986 -7559 98 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 08/10/04 WATER AND POWER CONTROL DIVISION TIME: 12:52:58 LOVELAND, COLORADO JULY 2004 EASTERN COLORADO PROJECTS LOVELAND WASTE- WINDY SURPLUS DECREE SKIM TOTAL WAY INFLOW WIND WINDY GAP WATER WATER WATER DILLE TO B. T. TO GAP OPEN THRU THRU THRU B. T. POWER HORSE- DAY RIVER METERS FLOW DILLE DILLE DILLE TUNNEL RIVER PLANT TOOTH 1 0.00 0.00 7.50 0.00 10.00 115.00 125.00 0.00 390.00 38.00 2 0.00 0.00 7.50 0.00 10.00 24.00 34.00 47.00 390.00 37.00 3 0.00 0.00 8.80 0.00 10.00 22.00 32.00 19.40 390.00 38.00 4 0.00 0.00 14.20 0.00 10.00 72.00 82.00 0.00 390.00 39.00 5 0.00 0.00 16.50 0.00 10.00 127.00 137.00 7.00 390.00 39.00 6 0.00 0.00 16.50 0.00 10.00 135.00 145.00 3.30 359.00 39.00 7 0.00 0.00 16.50 0.00 2.70 132.30 135.00 0.00 346.00 15.00 8 0.00 0.00 19.50 0.00 10.00 122.00 132.00 0.00 328.00 27.00 9 0.00 0.00 23.70 0.00 10.00 122.00 132.00 0.00 306.00 37.65 10 0.00 0.00 22.20 0.00 10.00 129.00 139.00 0.00 296.00 36.00 11 0.00 0.00 21.00 0.00 10.00 36.00 46.00 0.00 86.00 134.00 12 0.00 0.00 21.00 0.00 10.00 96.00 106.00 0.00 194.00 108.00 13 0.00 0.00 36.40 0.00 10.00 132.00 142.00 0.00 267.00 34.00 14 0.00 0.00 47.00 0.00 10.00 132.00 142.00 0.00 255.00 35.00 15 0.00 0.00 50.00 0.00 10.00 125.00 135.00 6.60 254.00 36.00 16 0.00 0.00 31.20 0.00 10.00 115.00 125.00 9.00 287.00 40.35 17 0.00 0.00 118.80 0.00 10.00 105.00 115.00 40.00 285.00 40.00 18 0.00 0.00 175.00 0.00 10.00 102.00 112.00 78.00 271.00 47.00 19 0.00 0.00 65.60 0.00 10.00 102.00 112.00 9.00 357.00 39.00 20 0.00 0.00 25.00 0.00 10.00 102.00 112.00 9.00 338.00 32.00 21 0.00 0.00 25.00 0.00 10.00 102.00 112.00 9.00 327.00 37.00 22 0.00 0.00 25.00 0.00 10.00 105.00 105.00 9.00 305.00 28.00 23 0.00 0.00 16.30 0.00 0.00 102.00 102.00 9.00 314.00 26.00 24 0.00 0.00 7.40 0.00 0.00 114.00 114.00 2.60 370.00 27.00 25 0.00 0.00 12.40 0.00 0.00 32.00 32.00 0.00 114.00 125.00 26 0.00 0.00 16.00 0.00 0.00 103.00 103.00 0.00 276.00 106.00 27 0.00 0.00 16.00 0.00 0.00 175.00 175.00 0.00 390.00 36.00 28 0.00 0.00 14.20 0.00 0.00 207.00 207.00 0.00 390.00 30.65 29 0.00 0.00 13.00 0.00 0.00 207.00 207.00 0.00 378.00 29.00 30 0.00 0.00 13.00 0.00 0.00 205.00 205.00 0.00 355.00 29.00 31 0.00 0.00 15.60 0.00 0.00 205.00 205.00 0.00 331.00 29.00 TOTAL CFS 0.00 0.00 917.80 0.00 212.70 3604.30 3807.00 257.90 9729.00 1393.65 TOTAL AF 0.00 0.00 1820.43 0.00 421.88 7149.02 7551.07 511.54 19297.18 2764.26 ADJUSTMENT AF 262.90 TOTAL FLOW OR DELIVERY AF 2501.36 METERED DELIVERY AF 1623.80 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 08/10/04 WATER AND POWER CONTROL DIVISION TIME: 12:52:58 LOVELAND, COLORADO JULY 2004 EASTERN COLORADO PROJECTS WATER ORDERS - NORTHERN COLORADO WATER CONSERVANCY DISTRICT & MUNICIPAL SUBDISTRICT ST. HANSEN CUMULATIVE VRAIN BIG FEEDER HANSEN DIXON DAILY SEASON ABOVE SUPPLY THOMPSON CANAL SUPPLY FEEDER TOTAL TOTAL DAY FLATIRON CANAL RIVER TURNOUTS CANAL CANAL ORDERS (AF) 60871.10 1 0.00 25.00 9.35 0.00 26.60 0.00 60.95 60993.00 2 0.00 25.00 0.00 0.00 19.70 0.00 44.70 61082.40 3 0.00 31.00 0.00 0.00 14.50 0.00 45.50 61173.40 4 0.00 27.35 0.00 0.00 15.40 0.00 42.75 61258.90 5 0.00 24.00 0.00 0.00 16.00 0.00 40.00 61338.90 6 0.00 29.20 0.00 0.00 16.00 0.00 45.20 61429.30 7 0.00 34.00 0.00 0.00 33.50 0.00 67.50 61564.30 8 0.00 34.00 0.00 0.00 51.80 0.00 85.80 61735.90 9 0.00 54.70 12.20 1.35 33.55 0.00 101.80 61939.50 10 0.00 82.20 9.95 2.00 17.50 1.35 113.00 62165.50 11 0.00 93.30 2.05 2.00 17.50 2.00 116.85 62399.20 12 0.00 95.00 0.00 2.00 17.50 1.30 115.80 62630.80 13 0.00 100.40 0.00 2.00 96.70 0.35 199.45 63029.70 14 0.00 123.00 0.00 2.00 210.00 0.00 335.00 63699.70 15 0.00 133.00 6.40 2.00 222.50 0.00 363.90 64427.50 16 0.00 133.00 16.10 0.65 102.55 0.00 252.30 64932.10 17 0.00 133.00 19.00 0.00 111.30 0.00 263.30 65458.70 18 0.00 117.65 19.00 0.00 188.75 0.00 325.40 66109.50 19 0.00 110.00 19.00 0.00 252.10 0.00 381.10 66871.70 20 0.00 116.65 19.00 0.00 362.50 0.00 498.15 67868.00 21 0.00 103.35 19.00 0.00 364.35 0.00 486.70 68841.40 22 0.00 81.65 19.00 0.00 167.35 0.00 268.00 69377.40 23 0.00 61.65 19.00 0.00 20.50 0.00 101.15 69579.70 24 0.00 48.35 12.65 0.00 17.70 0.00 78.70 69737.10 25 0.00 41.70 2.90 0.00 16.00 0.00 60.60 69858.30 26 0.00 40.00 7.10 0.00 16.00 0.00 63.10 69984.50 27 0.00 32.90 10.00 0.00 16.00 0.00 58.90 70102.30 28 0.00 30.00 10.00 13.35 16.00 0.00 69.35 70241.00 29 0.00 26.70 10.00 20.00 16.00 0.00 72.70 70386.40 30 0.00 33.90 10.00 20.00 16.00 0.00 79.90 70546.20 31 0.00 42.95 10.00 20.00 78.50 0.00 151.45 70849.10 TOTAL CFS 0.00 2064.60 261.70 87.35 2570.35 5.00 4989.00 TOTAL AF 0.00 4129.20 523.40 174.70 5140.70 10.00 9978.00 70849.10 METERED DELIVERY AF 69.20 2985.30 262.90 18.30 2220.00 5555.70 76404.80 TOTAL FLOW OR DELIVERY AF * 69.20 7114.50 523.40 437.60 5159.00 2230.00 15533.70 76404.80 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 JULY 2004 PREC. AND EVAP. SUMMARY SHADOW MTN. ESTES POLE CARTER DILLON GREEN MOUNTAIN WILLOW CR. GL6SSW GL1NW GRANBY GRAND LAKE PARK HILL FLATIRON LAKE HORSETOOTH PREC. PREC. EVAP. EVAP. PREC. PREC. EVAP. EVAP. PREC. PREC. PREC. EVAP. PREC. EVAP. (IN) (IN) (AF) (AF) (IN) (IN) (AF) (AF) (IN) (IN) (IN) (AF) (IN) (AF) 1 0.00 0.00 18. 0. 0.12 0.14 2. 1. 0.04 0.00 0.21 -8. 0.00 20. 2 0.00 0.00 32. 5. 0.00 0.00 95. 34. 0.00 0.28 0.00 14. 0.00 25. 3 0.00 0.00 24. 4. 0.00 0.00 70. 25. 0.00 0.00 0.00 12. 0.00 21. 4 0.00 0.00 34. 5. 0.00 0.00 98. 35. 0.00 0.00 0.00 16. 0.02 25. 5 0.00 0.16 2. 3. 0.05 0.01 54. 19. 0.08 0.00 0.06 8. 0.05 16. 6 0.00 0.00 35. 5. 0.03 0.08 88. 31. 0.00 0.04 0.01 17. 0.01 30. 7 0.00 0.01 29. 5. 0.00 0.00 89. 31. 0.00 0.00 0.00 21. 0.00 38. 8 0.00 0.00 45. 7. 0.00 0.00 130. 46. 0.00 0.00 0.00 19. 0.00 35. 9 0.00 0.00 31. 5. 0.00 0.00 89. 31. 0.00 0.00 0.00 23. 0.00 41. 10 0.00 0.00 37. 5. 0.00 0.01 105. 37. 0.12 0.00 0.00 16. 0.00 29. 11 0.00 0.00 28. 4. 0.00 0.00 80. 28. 0.00 0.00 0.00 12. 0.00 22. 12 0.00 0.00 28. 4. 0.00 0.00 80. 28. 0.00 0.03 0.00 22. 0.00 40. 13 0.00 0.00 44. 6. 0.00 0.00 124. 44. 0.00 0.00 0.00 19. 0.00 34. 14 0.03 0.02 36. 6. 0.00 0.05 112. 39. 0.60 0.00 0.00 13. 0.00 23. 15 0.11 0.00 22. 0. 0.15 0.18 0. 0. 0.36 0.00 0.00 20. 0.00 35. 16 0.23 0.00 24. 3. 0.30 0.31 69. 24. 0.44 0.00 0.00 23. 0.19 11. 17 0.02 0.00 24. 1. 0.11 1.09 19. 7. 0.00 0.00 0.00 12. 0.00 22. 18 0.00 0.10 0. 2. 0.03 0.00 32. 11. 0.00 0.00 0.12 11. 0.00 38. 19 0.03 0.00 19. 2. 0.05 0.35 33. 11. 0.88 0.17 0.08 1. 0.00 14. 20 0.03 0.06 7. 1. 0.07 0.16 14. 5. 0.08 0.00 0.01 11. 0.00 21. 21 0.00 0.00 32. 2. 0.13 0.39 33. 11. 0.00 0.16 0.16 3. 0.00 30. 22 0.07 0.00 14. 0. 0.07 0.23 8. 3. 1.16 0.00 2.70 0. 0.43 0. 23 0.34 0.00 27. 0. 0.21 0.43 0. 0. 0.72 1.82 0.00 0. 0.66 0. 24 0.01 0.00 24. 4. 0.18 0.10 69. 24. 0.12 0.00 0.00 0. 0.16 0. 25 0.00 0.16 6. 4. 0.00 0.00 87. 30. 0.00 0.00 1.82 -149. 0.04 10. 26 0.02 0.00 27. 3. 0.02 0.07 68. 24. 0.00 1.38 0.10 0. 0.02 13. 27 0.00 0.06 12. 3. 0.00 0.10 61. 21. 0.04 0.00 0.05 3. 0.01 11. 28 0.05 0.00 24. 4. 0.16 0.10 69. 24. 0.20 0.02 0.57 -38. 0.08 8. 29 0.01 0.00 21. 2. 0.05 0.09 39. 14. 0.00 0.00 0.00 13. 0.04 16. 30 0.15 0.00 31. 5. 0.00 0.00 90. 31. 0.00 1.08 0.00 13. 0.09 10. 31 0.00 0.00 19. 2. 0.02 0.06 46. 16. 0.00 0.00 0.00 29. 0.22 18. TOTALS 1.10 0.57 757. 101. 1.75 3.95 1952. 687. 4.84 4.98 5.89 157. 2.02 654. 1 UPPER COLORADO RIVER DAILY DATA COLLECTION FOR JULY 2004 NATIONAL WEATHER SERVICE - SALT LAKE CITY U.S. BUREAU OF RECLAMATION LOVELAND, COLORADO DAY L A K E G R A N B Y WILLOW CREEK RES. G R E E N M O U N T A I N R E S. INFLOW OUTFLOW GL6SSW GL6SSW GL6SSW INFLOW OUTFLOW INFLOW OUTFLOW MAX MIN MAX MIN PREC TEMP TEMP PREC (CFS) (CFS) TEMP TEMP (CFS) (CFS) 1 885 64 72 43 0.12 91 1 454 62 71 38 0.00 2 701 72 77 36 0.00 64 0 447 62 76 37 0.00 3 577 71 76 33 0.00 55 0 389 62 77 38 0.00 4 513 70 73 34 0.00 52 0 367 62 72 38 0.00 5 486 72 70 39 0.05 48 0 363 62 67 36 0.16 6 461 70 73 36 0.03 54 1 325 62 74 40 0.00 7 377 69 80 33 0.00 50 0 331 62 77 40 0.01 8 442 67 82 38 0.00 64 1 332 62 81 40 0.00 9 364 68 83 38 0.00 42 1 343 62 83 45 0.00 10 396 68 75 51 0.00 35 0 319 62 75 40 0.00 11 306 68 83 38 0.00 40 1 315 62 82 43 0.00 12 328 72 83 40 0.00 38 0 314 59 82 43 0.00 13 288 71 83 46 0.00 37 1 315 99 80 47 0.00 14 380 73 82 53 0.00 35 0 323 258 87 48 0.02 15 316 79 78 45 0.15 33 0 328 372 80 51 0.00 16 465 79 69 50 0.30 51 0 446 267 71 46 0.00 17 384 80 71 46 0.11 46 0 414 300 71 45 0.00 18 420 81 73 42 0.03 49 1 476 235 73 50 0.10 19 374 83 74 46 0.05 43 0 453 163 78 48 0.00 20 326 84 72 44 0.07 35 0 434 262 76 42 0.06 21 403 75 80 31 0.13 42 0 430 386 77 42 0.00 22 356 60 71 42 0.07 44 0 344 375 78 43 0.00 23 379 52 68 42 0.21 46 1 367 381 70 38 0.00 24 461 59 64 44 0.18 59 0 428 387 70 38 0.00 25 380 59 73 35 0.00 48 0 376 383 76 40 0.16 26 328 58 72 37 0.02 43 0 328 380 73 42 0.00 27 356 55 68 41 0.00 39 0 321 380 70 45 0.06 28 325 55 68 43 0.16 32 5 305 377 73 40 0.00 29 269 55 75 38 0.05 32 8 286 416 75 43 0.00 30 288 53 75 37 0.00 32 8 236 416 79 39 0.00 31 207 55 76 37 0.02 30 8 291 504 79 43 0.00