1 PICK SLOAN MISSOURI BASIN PROGRAM UNITED STATES BUREAU OF RECLAMATION WESTERN DIVISION WATER AND POWER SYSTEM AS OF 05/08/06 WATER AND POWER CONTROL DIVISION TIME: 13:43:59 LOVELAND, COLORADO APRIL 2006 EASTERN COLORADO PROJECTS DILLON RESERVOIR - COMPUTATION OF DAILY INFLOWS O U T F L O W GAIN LAKE TOTAL VALVES SPILL TOTAL ROBERTS TOTAL CHANGE COMPUTED COLO. UNDE- D I L L O N DILLON- TO IN SPGS. PLETED PREC TEMP EVAP GREEN DAY ELEV STORAGE RIVER TUNNEL OUTFLOW STORAGE INFLOW DEP INFLOW MTN (FEET) (AF) (CFS) (CFS) (CFS) (CFS) (AF) (AF) (AF) (CFS) (CFS) (CFS) (IN) MAX MIN (AF) (CFS) 226470 1 9008.02 226441 101 0 101 50 302 -29 273 137 0 137 0.19 43 18 0 109 2 9007.98 226325 101 0 101 50 302 -116 186 93 0 93 0.00 40 13 0 86 3 9007.95 226237 101 0 101 50 302 -88 214 107 1 108 0.00 55 14 0 106 4 9007.93 226179 101 0 101 50 302 -58 244 122 1 123 0.00 58 23 0 145 5 9007.92 226150 101 0 101 50 302 -29 273 137 2 139 0.00 59 19 0 162 6 9007.93 226179 101 0 101 50 302 29 331 166 2 168 0.06 36 23 0 128 7 9007.91 226121 101 0 101 49 300 -58 242 121 2 123 0.00 44 19 0 116 8 9007.91 226121 101 0 101 49 300 0 300 150 2 152 0.00 57 19 0 139 9 9007.91 226121 98 0 98 49 294 0 294 147 2 149 0.00 61 21 0 176 10 9007.93 226179 101 0 101 69 340 58 398 199 3 202 0.00 55 22 0 196 11 9007.94 226208 101 0 101 69 340 29 369 185 2 187 0.00 47 20 0 215 12 9007.93 226179 101 0 101 115 432 -29 403 202 3 205 0.00 60 22 0 224 13 9007.91 226121 101 0 101 195 592 -58 534 267 4 271 0.00 63 24 0 272 14 9007.89 226063 101 0 101 232 666 -58 608 304 6 310 0.27 61 26 0 323 15 9007.86 225975 97 2 99 235 668 -88 580 290 5 295 0.00 41 26 0 348 16 9007.83 225888 101 0 101 235 672 -87 585 293 4 297 0.00 58 26 0 279 17 9007.80 225801 101 0 101 235 672 -87 585 293 5 298 0.02 61 17 0 303 18 9007.79 225772 101 0 101 235 672 -29 643 322 4 326 0.04 32 16 0 315 19 9007.75 225655 101 0 101 235 672 -117 555 278 4 282 0.00 42 10 0 271 20 9007.71 225539 101 0 101 235 672 -116 556 278 4 282 0.00 54 12 0 232 21 9007.62 225278 101 0 101 319 840 -261 579 290 4 294 0.00 60 19 0 238 22 9007.53 225017 101 0 101 350 902 -261 641 321 7 328 0.00 65 24 0 265 23 9007.50 224930 101 0 101 350 902 -87 815 408 9 417 0.00 63 26 0 335 24 9007.49 224901 101 0 101 325 852 -29 823 412 8 420 0.00 51 24 0 408 25 9007.51 224959 101 0 101 275 752 58 810 405 7 412 0.00 48 19 0 356 26 9007.52 224988 101 0 101 279 760 29 789 395 8 403 0.00 58 20 0 310 27 9007.56 225104 101 0 101 279 760 116 876 438 11 449 0.00 63 23 0 321 28 9007.77 225713 101 0 101 75 352 609 961 481 10 491 0.09 35 19 0 377 29 9007.96 226266 101 0 101 0 202 553 755 378 7 385 0.00 47 24 0 319 30 9008.17 226879 101 0 101 0 202 613 815 408 6 414 0.25 55 25 0 305 TOTAL CFS 3023 2 3025 4789 8027 133 8160 7379 TOTAL AF 409 6046 4 6050 9578 15628 409 16037 16037 266 16320 0.92 52 20 0 14758 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 05/08/06 WATER AND POWER CONTROL DIVISION TIME: 13:43:59 LOVELAND, COLORADO APRIL 2006 EASTERN COLORADO PROJECTS GREEN MOUNTAIN RESERVOIR - COMPUTATION OF DAILY INFLOWS O U T F L O W DEPLETIONS GREEN MOUNTAIN DOTSERO LAKE TOTAL TUR- BY- CHANGE COMPUTED COLO. UNDE- T O T A L IN DENVER PLETED PREC TEMP DAY ELEV STORAGE BINES PASS STORAGE INFLOW SPGS. INFLOW (FEET) (AF) (CFS) (CFS) (CFS) (AF) (AF) (AF) (CFS) (CFS) (CFS) (CFS) (IN) MAX MIN (CFS) 65513 1 7895.29 65226 352 0 352 698 -287 417 210 36 0 246 0.00 45 13 1459 2 7895.01 64904 353 0 353 671 -322 355 187 -8 0 179 0.00 47 14 1489 3 7894.75 64610 352 0 352 698 -294 410 207 6 1 214 0.00 52 15 1494 4 7894.56 64395 351 0 351 696 -215 487 246 21 1 268 0.00 53 24 1510 5 7894.40 64214 351 0 351 696 -181 521 263 36 2 301 0.02 53 20 1644 6 7894.23 64022 323 0 323 641 -192 455 229 65 2 296 0.00 35 23 1883 7 7894.04 63807 322 0 322 639 -215 430 217 20 2 239 0.00 45 20 1887 8 7893.89 63639 322 0 322 639 -168 477 240 49 2 291 0.00 55 23 1858 9 7893.79 63528 327 0 327 649 -111 544 274 49 2 325 0.00 61 21 1892 10 7893.73 63461 328 0 328 651 -67 590 297 98 3 398 0.00 56 24 2010 11 7893.70 63427 330 0 330 655 -34 627 316 84 2 402 0.00 48 24 2115 12 7893.66 63383 344 0 344 682 -44 644 325 101 3 429 0.00 61 24 2355 13 7893.69 63416 353 0 353 700 33 739 373 166 4 543 0.00 63 25 2393 14 7893.81 63550 353 0 353 700 134 840 424 203 6 633 0.00 62 31 2820 15 7893.97 63729 354 0 354 702 179 887 447 191 5 643 0.00 45 26 3370 16 7894.01 63773 355 0 355 704 44 754 380 192 4 576 0.00 60 27 3300 17 7894.09 63864 355 0 355 704 91 801 404 192 5 601 0.19 61 19 3150 18 7894.19 63977 356 0 356 706 113 825 416 221 4 641 0.05 34 12 3280 19 7894.21 64000 357 0 357 708 23 737 372 177 4 553 0.00 44 12 3070 20 7894.38 64192 233 0 233 462 192 660 333 177 4 514 0.00 54 20 2740 21 7894.78 64644 108 0 108 214 452 672 339 189 4 532 0.00 60 24 2520 22 7895.22 65146 110 0 110 218 502 726 366 220 7 593 0.00 67 27 2470 23 7895.78 65788 109 0 109 216 642 864 436 307 9 752 0.00 67 31 2790 24 7896.46 66576 109 0 109 216 788 1010 509 311 8 828 0.14 47 26 3280 25 7897.05 67263 108 0 108 214 687 907 457 304 7 768 0.00 42 21 3280 26 7897.55 67854 110 0 110 218 591 815 411 294 8 713 0.00 56 21 3060 27 7898.07 68469 109 0 109 216 615 837 422 337 11 770 0.00 61 24 3010 28 7898.68 69198 108 0 108 214 729 949 478 380 10 868 0.00 36 21 3240 29 7899.19 69811 108 0 108 214 613 833 420 277 7 704 0.00 47 33 3180 30 7899.67 70394 109 0 109 216 583 805 406 307 6 719 0.12 49 26 3000 TOTAL CFS 7859 0 7859 10404 5002 133 15539 75549 TOTAL AF 4881 15557 0 15557 15557 4881 20618 20620 9921 266 30804 0.52 52 22 149723 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 05/08/06 WATER AND POWER CONTROL DIVISION TIME: 13:43:59 LOVELAND, COLORADO APRIL 2006 EASTERN COLORADO PROJECTS WILLOW CREEK RESERVOIR - COMPUTATION OF DAILY INFLOWS O U T F L O W CHANGE LAKE TOTAL TO TO MC- BUNTE SEEP- CANAL TOTAL OUTFLOW IN COMPUTED INFLOW ELEV STORAGE RIVER QUEARY HIGHLINE AGE1/ PRIMING PUMPED STORAGE DAY (FEET) (AF) (CFS) (CFS) (CFS) (CFS) (CFS) (CFS) (CFS) (AF) (AF) (AF) (CFS) 9083 1 8124.88 9107 7 0 0 1 0 0 8 16 24 41 21 2 8124.98 9134 7 0 0 0 0 0 7 13 27 41 22 3 8125.05 9153 7 0 0 0 4 0 11 22 19 42 21 4 8124.93 9120 7 0 0 0 11 31 49 97 -33 65 33 5 8123.97 8870 7 0 0 0 9 239 255 506 -250 257 130 6 8122.30 8448 7 0 0 2 0 240 249 494 -422 73 37 7 8121.37 8221 7 0 0 2 0 154 163 323 -227 97 49 8 8121.63 8283 7 0 0 2 0 0 9 18 62 81 41 9 8121.98 8369 7 0 0 1 0 0 8 16 86 103 52 10 8121.15 8168 7 0 0 1 11 132 151 300 -201 100 50 11 8119.47 7774 7 0 0 3 0 244 254 504 -394 111 56 12 8118.67 7593 7 0 0 3 0 158 168 333 -181 153 77 13 8119.42 7763 7 0 0 2 0 0 9 18 170 189 95 14 8120.35 7978 7 0 0 1 0 0 8 16 215 232 117 15 8121.41 8230 7 0 0 1 0 0 8 16 252 269 136 16 8122.20 8423 7 0 0 1 0 0 8 16 193 210 106 17 8122.05 8386 7 0 0 1 15 112 135 268 -37 232 117 18 8121.13 8163 7 0 0 2 0 242 251 498 -223 276 139 19 8119.88 7869 7 0 0 3 0 242 252 500 -294 207 104 20 8118.51 7557 7 0 0 3 0 243 253 502 -312 191 96 21 8118.05 7455 7 0 0 3 0 154 164 325 -102 224 113 22 8119.13 7696 7 0 0 2 0 0 9 18 241 260 131 23 8120.43 7997 7 0 0 2 0 0 9 18 301 320 161 24 8120.93 8115 7 0 0 1 14 129 151 300 118 419 211 25 8120.37 7983 7 0 0 3 0 242 252 500 -132 369 186 26 8119.59 7802 6 0 0 4 0 242 252 500 -181 320 161 27 8118.82 7626 7 0 0 3 0 242 252 500 -176 325 164 28 8119.22 7717 7 0 0 4 0 149 160 317 91 409 206 29 8120.69 8058 7 0 0 3 0 0 10 20 341 362 183 30 8122.08 8393 7 0 0 2 0 0 9 18 335 354 178 TOTAL CFS 209 0 0 56 64 3195 3524 3193 TOTAL AF -690 417 0 0 112 128 6336 6992 6992 -690 6332 6332 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 05/08/06 WATER AND POWER CONTROL DIVISION TIME: 13:43:59 LOVELAND, COLORADO APRIL 2006 EASTERN COLORADO PROJECTS WINDY GAP PROJECT DAILY FLOWS COLO R. FRASER R. PUMPED FROM COLO R. PRECIP ABOVE AT CONFLU. WINDY GAP BELOW AT W.GAP FRASER RESERVOIR W.GAP RESER. RESERVOIR DAY (CFS) (CFS) (CFS) (AF) (CFS) (IN) 1 0 0 0 0 0 0.00 2 0 0 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 05/08/06 WATER AND POWER CONTROL DIVISION TIME: 13:43:59 LOVELAND, COLORADO APRIL 2006 EASTERN COLORADO PROJECTS GRAND LAKE - SHADOW MOUNTAIN RESERVOIRS - COMPUTATION OF DAILY INFLOWS O U T F L O W C O M P U T E D I N F L O W ELEVATION ADAMS CHANGE PUMPED TO G R A N D L A K E GRAND SHADOW TOTAL TUNNEL BY TOTAL OUTFLOW IN TOTAL FROM GL. - SM. P R E C TEMP DAY LAKE MTN STORAGE E.P.1 PASS STORAGE GRANBY 6SSW 1NW 6SSW (FEET) (FEET) (AF) (CFS) (CFS) (CFS) (AF) (AF) (AF) (AF) (AF) (CFS) (IN) (IN) MAX MIN 17806 1 8366.62 8366.70 17777 532 20 552 1095 -29 1076 1043 33 17 0.00 0.00 51 8 2 8366.65 8366.71 17805 397 20 417 793 28 831 728 103 54 0.01 0.02 40 18 3 8366.58 8366.65 17689 393 20 413 819 -116 713 710 3 2 0.00 0.00 49 11 4 8366.63 8366.73 17821 411 20 431 855 132 997 930 67 34 0.00 0.00 52 21 5 8366.60 8366.71 17780 513 20 533 1057 -41 1026 984 42 21 0.00 0.00 59 21 6 8366.57 8366.70 17751 537 20 557 1105 -29 1086 1010 76 38 0.01 0.02 54 24 7 8366.56 8366.70 17746 537 20 557 1105 -5 1110 1004 106 53 0.08 0.07 45 26 8 8366.57 8366.70 17751 538 20 558 1107 5 1122 994 128 65 0.00 0.00 52 14 9 8366.59 8366.73 17800 537 20 557 1105 49 1164 1079 85 43 0.00 0.00 57 18 10 8366.58 8366.70 17756 539 20 559 1109 -44 1075 952 123 62 0.00 0.00 60 18 11 8366.55 8366.70 17741 543 20 563 1117 -15 1112 916 196 99 0.00 0.01 53 21 12 8366.61 8366.74 17825 543 20 563 1117 84 1211 1047 164 83 0.00 0.00 57 19 13 8366.60 8366.70 17767 543 20 563 1117 -58 1069 762 307 155 0.00 0.00 61 24 14 8366.66 8366.76 17876 544 20 564 1119 109 1238 902 336 169 0.00 0.00 60 22 15 8366.56 8366.65 17679 544 20 564 1119 -197 932 458 474 239 0.20 0.23 59 31 16 8366.62 8366.72 17803 543 20 563 1117 124 1251 859 392 198 0.00 0.00 57 29 17 8366.64 8366.73 17826 544 20 564 1119 23 1152 688 464 234 0.00 0.00 60 23 18 8366.59 8366.69 17747 535 20 555 1101 -79 1032 512 520 262 0.06 0.07 57 20 19 8366.60 8366.68 17740 453 20 473 938 -7 941 490 451 227 0.00 0.00 45 18 20 8366.58 8366.68 17729 540 20 560 1111 -11 1110 819 291 147 0.00 0.00 51 14 21 8366.62 8366.69 17763 551 20 571 1133 34 1177 815 362 183 0.00 0.00 59 18 22 8366.65 8366.74 17845 541 20 561 1113 82 1205 688 517 261 0.00 0.00 66 22 23 8366.66 8366.76 17876 544 20 564 1119 31 1160 514 646 326 0.00 0.00 66 25 24 8366.61 8366.69 17758 543 20 563 1117 -118 1009 131 878 443 0.13 0.08 58 35 25 8366.68 8366.73 17846 523 20 543 1077 88 1175 553 622 314 0.21 0.13 46 25 26 8366.68 8366.76 17886 520 20 540 1071 40 1121 637 484 244 0.00 0.00 59 21 27 8366.63 8366.69 17768 515 20 535 1061 -118 953 538 415 209 0.00 0.00 65 23 28 8366.72 8366.74 17881 381 20 401 795 113 918 315 603 304 0.00 0.02 65 30 29 8366.65 8366.65 17725 291 20 311 617 -156 471 0 471 237 0.00 0.00 52 22 30 8366.59 8366.58 17601 251 20 271 538 -124 424 0 424 214 0.00 0.02 55 29 TOTAL CFS 14926 600 15526 4937 56 22 TOTAL AF -205 29572.5 1198 30766 30766 -205 30861 21078 9783 9789 0.70 0.67 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 05/08/06 WATER AND POWER CONTROL DIVISION TIME: 13:43:59 LOVELAND, COLORADO APRIL 2006 EASTERN COLORADO PROJECTS GRANBY RESERVOIR - COMPUTATION OF DAILY INFLOWS O U T F L O W C O M P U T E D I N F L O W CHANGE NATURAL LAKE TOTAL PUMPED SPILL SEEP TOTAL OUTFLOW IN TOTAL INFLOW FROM FROM FROM TO INFLOW YMCA ELEV STORAGE TO SM VALVES WAY AGE STORAGE SM W.CR W.GAP GRANBY GR-GL-SM GAGE DAY (FEET) (AF) (CFS) (CFS) (CFS) (CFS) (CFS) (AF) (AF) (AF) (CFS) (CFS) (CFS) (CFS) (CFS) (CFS) (CFS) 320371 1 8245.86 319411 526 20 0 6.0 552 1095 -960 165 83 20 0 0 63 80 0 2 8245.73 318678 383 20 0 6.0 409 777 -733 74 39 20 0 0 19 73 0 3 8245.62 318058 358 20 0 6.0 384 762 -620 172 87 20 0 0 67 69 0 4 8245.48 317270 469 20 0 6.0 495 982 -788 224 113 20 31 0 62 96 0 5 8245.39 316764 496 20 0 6.0 522 1035 -506 559 282 20 239 0 23 44 0 6 8245.32 316371 509 20 0 6.0 535 1061 -393 698 352 20 240 0 92 130 0 7 8245.24 315922 506 20 0 6.0 532 1055 -449 636 321 20 154 0 147 200 0 8 8245.08 315025 501 20 0 6.0 527 1045 -897 178 90 20 0 0 70 135 0 9 8244.92 314129 544 20 0 6.0 570 1131 -896 265 134 20 0 0 114 157 0 10 8244.84 313682 480 20 0 6.0 506 1004 -447 587 296 20 132 0 144 206 0 11 8244.80 313458 462 20 0 6.0 488 968 -224 774 390 20 244 0 126 225 0 12 8244.73 313067 528 20 0 6.0 554 1099 -391 738 372 20 158 0 194 277 0 13 8244.66 312676 384 20 0 6.0 410 813 -391 452 228 20 0 0 208 363 0 14 8244.58 312230 455 20 0 6.0 481 954 -446 538 271 20 0 0 251 420 53 15 8244.62 312453 231 20 0 6.0 257 510 223 763 385 20 0 0 365 604 43 16 8244.56 312118 433 20 0 6.0 459 910 -335 605 305 20 0 0 285 483 47 17 8244.54 312007 347 20 0 6.0 373 740 -111 659 332 20 112 0 200 434 46 18 8244.63 312509 258 20 0 6.0 284 563 502 1095 552 20 242 0 290 552 36 19 8244.68 312788 247 20 0 6.0 273 541 279 850 429 20 242 0 167 394 31 20 8244.68 312788 413 20 0 6.0 439 871 0 901 454 20 243 0 191 338 30 21 8244.68 312788 411 20 0 6.0 437 867 0 897 452 20 154 0 278 461 30 22 8244.63 312509 347 20 0 6.0 373 740 -279 491 248 20 0 0 228 489 30 23 8244.63 312509 259 20 0 6.0 285 565 0 595 300 20 0 0 280 606 30 24 8244.80 313458 66 20 0 6.0 92 182 949 1161 585 20 129 0 436 879 30 25 8244.89 313961 279 20 0 6.0 305 605 503 1138 574 20 242 0 312 626 36 26 8244.95 314297 321 18 0 6.0 345 684 336 1050 529 20 242 0 267 511 31 27 8245.03 314745 271 20 0 6.0 297 589 448 1067 538 20 242 0 276 485 31 28 8245.13 315305 159 20 0 6.0 185 367 560 957 482 20 149 0 313 617 32 29 8245.22 315810 0 20 0 6.0 26 52 505 587 296 20 0 0 276 513 31 30 8245.31 316315 0 20 0 6.0 26 52 505 587 296 20 0 0 276 490 31 TOTAL CFS 10643 598 0 180.0 11421 9815 600 3195 0 6020 10957 598 TOTAL AF -4056 21078 1194 0 356.5 22619 22619 -4056 19463 19463 1198 6336 0 11939 21727 1184 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 05/08/06 WATER AND POWER CONTROL DIVISION TIME: 13:43:59 LOVELAND, COLORADO APRIL 2006 EASTERN COLORADO PROJECTS MARYS AND ESTES WATER REGULATION BIG THOMPSON RIVER S T O R A G E LAKE E S T E S ELVATION TOTAL ESTES B Y P A S S CHANGE WIND O L Y M P U S COM- P A R K IN ADAMS RIVER PUTED MARYS ESTES MARYS LAKE MARYS LAKE STOR- TUNNEL DIVER- T U N N E L NATIVE BELOW SKIM POWER POWER PREC TEMP LAKE ESTES LAKE ESTES AGE 1 SION INFLOW PLANT PLANT DAY (FT) (FT) (AF) (AF) (AF) (AF) (CFS) (CFS) (AF) (CFS) (CFS) (CFS) (CFS) (AF) (AF) (IN) (MAX) (MIN) +8000. +7400. 644 2554 1 32.57 71.99 636 2542 -20 1055.2 532.0 0.00 1086.9 548.0 37.0 31.0 0 0 0 0.00 52 26 2 29.39 72.56 522 2638 -18 754.6 397.0 0.00 775.5 408.0 36.0 34.0 0 0 0 0.00 46 30 3 29.36 72.41 521 2613 -26 779.5 393.0 0.00 797.4 402.0 34.0 38.0 0 0 0 0.00 56 24 4 28.48 72.51 492 2629 -13 815.2 411.0 0.00 829.1 418.0 35.0 35.0 0 0 0 0.00 59 27 5 29.42 72.52 523 2631 33 1017.5 513.0 0.00 991.7 500.0 38.0 35.0 0 0 0 0.00 61 28 6 31.35 71.94 591 2534 -29 1065.1 537.0 0.00 1088.9 549.0 33.0 36.0 0 0 0 0.00 44 33 7 32.85 71.44 646 2452 -27 1065.1 537.0 0.00 1088.9 549.0 35.0 37.0 0 0 0 0.00 47 28 8 30.58 71.84 564 2518 -16 1067.1 538.0 0.00 1079.0 544.0 35.0 37.0 0 0 0 0.00 59 20 9 28.60 72.11 496 2562 -24 1065.1 537.0 1.00 1092.9 551.0 38.0 37.0 0 0 0 0.00 67 34 10 30.73 71.57 569 2473 -16 1069.1 539.0 1.00 1092.9 551.0 41.0 38.0 0 169 0 0.00 61 27 11 33.79 70.88 682 2362 2 1077.0 543.0 1.00 1079.0 544.0 42.0 41.0 0 23 0 0.00 52 37 12 33.75 71.02 680 2384 20 1077.0 543.0 1.00 1057.2 533.0 42.0 43.0 0 0 0 0.00 65 39 13 32.68 71.40 640 2445 21 1077.0 543.0 1.00 1065.1 537.0 47.0 44.0 0 0 0 0.00 69 41 14 32.50 71.63 634 2483 32 1079.0 544.0 1.00 1077.0 543.0 63.0 49.0 0 0 0 0.00 66 47 15 32.82 71.76 645 2504 32 1079.0 544.0 1.00 1086.9 548.0 74.0 55.0 0 0 0 0.00 50 36 16 32.77 71.81 644 2513 8 1077.0 543.0 1.00 1085.0 547.0 62.0 55.0 0 0 0 0.00 64 44 17 30.75 72.32 570 2597 10 1079.0 544.0 1.00 1096.9 553.0 69.0 56.0 0 510 0 0.00 68 37 18 31.03 72.52 580 2631 44 1061.2 535.0 1.00 1053.2 531.0 74.0 57.0 0 1072 0 0.00 37 27 19 31.50 72.25 597 2586 -28 898.5 453.0 1.00 936.2 472.0 63.0 59.0 0 908 0 0.00 49 27 20 32.83 71.90 646 2527 -10 1071.1 540.0 1.00 1092.9 551.0 55.0 50.0 0 1089 0 0.00 56 21 21 31.47 72.26 596 2587 10 1092.9 551.0 1.00 1086.9 548.0 52.0 51.0 0 1109 0 0.00 64 24 22 32.41 72.12 630 2564 11 1073.1 541.0 1.00 1090.9 550.0 64.0 51.0 0 1092 0 0.00 69 28 23 32.37 72.51 629 2629 64 1079.0 544.0 1.00 1088.9 549.0 89.0 53.0 0 1099 0 0.00 66 30 24 32.77 73.06 644 2723 109 1077.0 543.0 1.00 1086.9 548.0 123.0 65.0 0 1093 0 0.40 41 24 25 33.19 72.96 659 2706 -2 1037.4 523.0 1.00 1090.9 550.0 96.0 71.0 0 1052 0 0.04 35 21 26 33.43 72.28 668 2591 -106 1031.4 520.0 1.00 1090.9 550.0 82.0 106.0 0 1048 0 0.00 61 24 27 32.24 72.04 624 2551 -84 1021.5 515.0 1.00 1085.0 547.0 79.0 90.0 0 1041 0 0.00 67 28 28 29.66 72.84 532 2685 42 755.7 381.0 1.00 765.6 386.0 110.0 85.0 0 764 0 0.04 46 33 29 27.06 73.11 446 2732 -39 577.2 291.0 1.00 605.0 305.0 95.0 102.0 0 592 0 0.00 53 27 30 29.21 72.36 516 2604 -58 497.9 251.0 1.00 503.8 254.0 79.0 106.0 0 511 0 0.08 56 39 TOTAL CFS 14926.0 15166.0 1822.0 1647.0 0 TOTAL AF -128 50 -78 43.64 3611. 3264. 0 13172 0 0.56 56 30 29572.5 30047.6 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 1 PICK SLOAN MISSOURI BASIN PROGRAM UNITED STATES BUREAU OF RECLAMATION WESTERN DIVISION WATER AND POWER SYSTEM AS OF 05/08/06 WATER AND POWER CONTROL DIVISION TIME: 13:43:59 LOVELAND, COLORADO APRIL 2006 EASTERN COLORADO PROJECTS MARYS LAKE & LAKE ESTES INFLOW/OUTFLOW REGULATION G A U G E D F L O W ESTES & LAKE BIG BIG MARYS ESTES THOMP- THOMP- TOTAL COM- SON SON CHANGE PUTED ADAMS WIND FISH RIVER T O T A L OLYMPUS RIVER T O T A L IN NATIVE TUNNEL RIVER CREEK ABOVE I N F L O W TUNNEL BELOW O U T F L O W STORAGE INFLOW 1 2 DAY (CFS) (CFS) (CFS) (CFS) (CFS) (AF) (CFS) (CFS) (CFS) (AF) (AF) (CFS) 1 532.0 0.0 0.0 14.0 569.0 1129 548.0 31.0 579.0 1148 -20 37.0 2 397.0 0.0 0.0 13.0 433.0 823 408.0 34.0 442.0 840 -18 36.0 3 393.0 0.0 0.0 14.0 427.0 847 402.0 38.0 440.0 873 -26 34.0 4 411.0 0.0 0.0 19.0 446.0 885 418.0 35.0 453.0 899 -13 35.0 5 513.0 0.0 0.0 22.0 551.0 1093 500.0 35.0 535.0 1061 33 38.0 6 537.0 0.0 0.0 22.0 570.0 1131 549.0 36.0 585.0 1160 -29 33.0 7 537.0 0.0 0.0 20.0 572.0 1135 549.0 37.0 586.0 1162 -27 35.0 8 538.0 0.0 0.0 18.0 573.0 1137 544.0 37.0 581.0 1152 -16 35.0 9 537.0 1.0 0.0 21.0 575.0 1140 551.0 37.0 588.0 1166 -24 38.0 10 539.0 1.0 0.0 25.0 580.0 1150 551.0 38.0 589.0 1168 -16 41.0 11 543.0 1.0 1.0 30.0 585.0 1160 544.0 41.0 585.0 1160 2 42.0 12 543.0 1.0 1.0 28.0 585.0 1160 533.0 43.0 576.0 1142 20 42.0 13 543.0 1.0 1.0 34.0 590.0 1170 537.0 44.0 581.0 1152 21 47.0 14 544.0 1.0 1.0 45.0 607.0 1204 543.0 49.0 592.0 1174 32 63.0 15 544.0 1.0 1.0 56.0 618.0 1226 548.0 55.0 603.0 1196 32 74.0 16 543.0 1.0 1.0 47.0 605.0 1200 547.0 55.0 602.0 1194 8 62.0 17 544.0 1.0 1.0 50.0 613.0 1216 553.0 56.0 609.0 1208 10 69.0 18 535.0 1.0 1.0 60.0 609.0 1208 531.0 57.0 588.0 1166 44 74.0 19 453.0 1.0 1.0 50.0 516.0 1023 472.0 59.0 531.0 1053 -28 63.0 20 540.0 1.0 1.0 43.0 595.0 1180 551.0 50.0 601.0 1192 -10 55.0 21 551.0 1.0 1.0 42.0 603.0 1196 548.0 51.0 599.0 1188 10 52.0 22 541.0 1.0 1.0 51.0 605.0 1200 550.0 51.0 601.0 1192 11 64.0 23 544.0 1.0 1.0 73.0 633.0 1256 549.0 53.0 602.0 1194 64 89.0 24 543.0 1.0 1.0 102.0 666.0 1321 548.0 65.0 613.0 1216 109 123.0 25 523.0 1.0 1.0 84.0 619.0 1228 550.0 71.0 621.0 1232 -2 96.0 26 520.0 1.0 1.0 70.0 602.0 1194 550.0 106.0 656.0 1301 -106 82.0 27 515.0 1.0 1.0 67.0 594.0 1178 547.0 90.0 637.0 1263 -84 79.0 28 381.0 1.0 1.0 89.0 491.0 974 386.0 85.0 471.0 934 42 110.0 29 291.0 1.0 1.0 78.0 386.0 766 305.0 102.0 407.0 807 -39 95.0 30 251.0 1.0 1.0 69.0 330.0 655 254.0 106.0 360.0 714 -58 79.0 TOTAL CFS 14926.0 20.0 1356.0 16748.0 15166.0 1647.0 16813.0 1822.0 AF 29572.5 43.6 39.7 2688.5 33183.4 33185 30047.6 3264.0 33311.6 33307 -78 3610.9 NOTE: USE FACTOR OF 1.98347 TO CONVERT CFS TO AF/DAY, 0.50417 TO CONVERT AF/DAY TO CFS FACTORS=2.066116 AND.483988 FOR 25 HR/DAY; 1.900825 AND .526087 FOR 23 HR/DAY 1 EAST PORTAL ADAMS TUNNEL MINUS WIND RIVER 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 05/08/06 WATER AND POWER CONTROL DIVISION TIME: 13:43:59 LOVELAND, COLORADO APRIL 2006 EASTERN COLORADO PROJECTS FOOTHILLS WATER REGULATION PINEWOOD F L A T I R O N CARTER LAKE HORSETOOTH BY- AVG PASS ELEV STORAGE ELEV STORAGE FLATIRON PUMP FLATIRON # 3 GEN. ELEV ELEV STORAGE ELEV STORAGE POLE (FT) (AF) (FT) (FT) HILL +6500. +5400. (AF) MWH KWH/AF (AF) AVG. MWH KWH/AF (AF) AVG. +5400. (FT) (AF) (FT) (AF) (AF) DAY CFS CFS 1441 672 74560 117720 1 71.9 1478 69.1 593 217.0 318.2 682.0 343.9 0.0 206.7 0.0 0.0 69.6 5724.44 75159 5409.60 118123 0 2 69.3 1296 69.9 627 207.0 318.8 649.3 341.6 0.0 207.1 0.0 0.0 68.8 5724.93 75650 5409.75 118386 0 3 69.9 1336 70.6 658 217.0 319.7 678.7 342.2 0.0 207.6 0.0 0.0 68.8 5725.65 76373 5409.73 118351 0 4 73.2 1578 67.6 530 215.0 320.3 671.2 338.4 0.0 207.9 0.0 0.0 68.9 5726.13 76856 5409.69 118281 0 5 77.1 1909 66.7 494 216.0 320.9 673.0 339.3 0.0 208.2 0.0 0.0 67.9 5726.61 77341 5409.60 118123 0 6 77.8 1972 65.0 429 215.0 321.7 668.4 337.0 0.0 208.6 0.0 0.0 67.8 5727.16 77897 5409.60 118123 0 7 71.2 1427 70.4 649 214.0 322.5 663.6 334.5 0.0 209.0 0.0 0.0 67.1 5727.81 78556 5410.15 119089 0 8 68.1 1218 66.5 486 215.0 323.0 665.6 335.6 0.0 209.3 0.0 0.0 67.4 5728.22 78972 5410.55 119794 0 9 64.5 1008 67.8 538 213.0 323.9 657.7 331.6 0.0 209.7 0.0 0.0 66.0 5728.85 79613 5410.83 120288 0 10 65.9 1086 70.4 649 139.0 324.1 428.8 216.2 0.0 209.8 0.0 0.0 68.9 5729.07 79838 5410.99 120572 0 11 69.9 1336 69.9 627 0.0 323.7 0.0 0.0 0.0 209.6 0.0 0.0 69.6 5728.72 79481 5411.42 121334 0 12 71.3 1434 67.2 514 60.0 323.8 185.3 93.4 0.0 209.6 0.0 0.0 69.7 5728.77 79532 5411.92 122224 0 13 71.6 1456 65.7 455 213.0 324.3 656.9 331.2 0.0 209.9 0.0 0.0 65.9 5729.15 79919 5412.10 122545 0 14 71.6 1456 65.9 463 213.0 324.9 655.5 330.5 0.0 210.2 0.0 0.0 65.8 5729.67 80450 5412.25 122813 0 15 71.8 1470 65.9 463 213.0 325.5 654.3 329.9 0.0 210.5 0.0 0.0 65.9 5730.13 80921 5412.44 123153 0 16 71.8 1470 66.1 470 212.0 326.1 650.0 327.7 0.0 210.7 0.0 0.0 66.2 5730.58 81383 5412.61 123457 0 17 72.0 1485 67.2 514 213.0 326.9 651.6 328.5 0.0 211.1 0.0 0.0 66.2 5731.13 81948 5412.74 123690 0 18 75.6 1776 69.0 588 213.0 327.3 650.7 328.1 0.0 211.3 0.0 0.0 68.5 5731.49 82319 5412.69 123601 0 19 76.5 1855 67.7 534 213.0 327.9 649.5 327.5 0.0 211.6 0.0 0.0 68.3 5731.94 82783 5412.66 123547 0 20 76.7 1873 68.9 584 202.0 328.3 615.2 310.2 0.0 211.8 0.0 0.0 68.4 5732.24 83093 5412.83 123852 0 21 76.8 1882 69.1 593 213.0 329.0 647.4 326.4 0.0 212.1 0.0 0.0 69.0 5732.74 83610 5412.97 124103 0 22 76.9 1891 69.4 606 213.0 329.7 646.1 325.7 0.0 212.3 0.0 0.0 69.3 5733.23 84118 5413.07 124283 0 23 77.0 1900 69.3 601 212.0 330.1 642.2 323.8 0.0 212.5 0.0 0.0 69.4 5733.55 84450 5413.24 124589 0 24 77.1 1909 69.2 597 213.0 330.7 644.1 324.7 0.0 212.8 0.0 0.0 69.2 5734.00 84918 5413.37 124823 0 25 77.2 1918 69.3 601 212.0 331.3 639.9 322.6 0.0 213.0 0.0 0.0 69.2 5734.45 85387 5413.56 125166 0 26 77.4 1936 69.4 606 211.0 331.9 635.7 320.5 0.0 213.3 0.0 0.0 69.4 5734.91 85867 5413.75 125509 0 27 77.4 1936 69.0 588 212.0 332.4 637.8 321.5 0.0 213.5 0.0 0.0 69.3 5735.26 86233 5413.88 125744 0 28 74.1 1650 69.8 623 212.0 332.9 636.9 321.1 0.0 213.7 0.0 0.0 69.3 5735.61 86600 5414.05 126052 0 29 68.3 1231 70.1 636 211.0 333.5 632.7 319.0 0.0 213.9 0.0 0.0 69.2 5736.06 87072 5414.14 126215 0 30 62.6 908 69.0 588 211.0 334.0 631.8 318.5 0.0 214.1 0.0 0.0 69.0 5736.42 87450 5414.20 126323 0 TOTAL CFS 9191.0 TOTAL AF -533 -84 5940.0 18201.918201.9 0.0 0.0 0.0 12890 8603 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 05/08/06 WATER AND POWER CONTROL DIVISION TIME: 13:43:59 LOVELAND, COLORADO APRIL 2006 EASTERN COLORADO PROJECTS LOVELAND WASTE- WINDY SURPLUS DECREE SKIM TOTAL WAY INFLOW WIND WINDY GAP WATER WATER WATER DILLE TO B. T. TO GAP OPEN THRU THRU THRU B. T. POWER HORSE- DAY RIVER METERS FLOW DILLE DILLE DILLE TUNNEL RIVER PLANT TOOTH 1 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 225.00 2 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 149.10 3 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 21.35 4 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 5 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 6 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 182.00 7 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 374.65 8 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 380.00 9 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 298.00 10 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 227.50 11 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 414.00 12 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 458.00 13 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 226.00 14 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 200.00 15 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 202.00 16 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 207.00 17 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 196.00 18 0.00 0.00 0.00 0.00 0.00 0.00 0.00 8.00 0.00 22.35 19 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 95.00 20 0.00 0.00 0.00 0.00 0.00 0.00 0.00 16.00 0.00 186.65 21 0.00 0.00 0.00 0.00 0.00 0.00 0.00 8.60 0.00 191.00 22 0.00 0.00 0.00 0.00 0.00 0.00 0.00 5.50 0.00 195.00 23 0.00 0.00 0.00 0.00 0.00 0.00 0.00 9.00 0.00 197.00 24 0.00 0.00 0.00 0.00 0.00 0.00 0.00 3.10 0.00 198.70 25 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 197.00 26 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 198.00 27 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 207.00 28 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 194.00 29 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 175.00 30 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 108.00 TOTAL CFS 0.00 0.00 0.00 0.00 0.00 0.00 0.00 50.20 0.00 5925.30 TOTAL AF 0.00 0.00 0.00 0.00 0.00 0.00 0.00 99.57 0.00 11740.33 ADJUSTMENT AF 89.80 TOTAL FLOW OR DELIVERY AF 11650.53 METERED DELIVERY AF 898.60 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 05/08/06 WATER AND POWER CONTROL DIVISION TIME: 13:43:59 LOVELAND, COLORADO APRIL 2006 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) 13082.80 1 0.00 0.00 0.00 2.00 0.00 0.00 2.00 13086.80 2 0.00 0.00 0.00 1.90 0.00 0.00 1.90 13090.60 3 0.00 0.00 0.00 0.65 0.00 0.00 0.65 13091.90 4 0.00 0.00 0.00 0.00 0.00 0.00 0.00 13091.90 5 0.00 0.00 0.00 0.00 0.00 0.00 0.00 13091.90 6 0.00 0.00 0.00 0.00 0.00 0.00 0.00 13091.90 7 0.00 0.00 0.45 1.35 0.00 0.00 1.80 13095.50 8 0.00 0.00 0.20 2.00 0.00 0.00 2.20 13099.90 9 0.00 0.00 0.00 2.00 0.00 0.00 2.00 13103.90 10 0.00 53.80 0.00 2.00 0.00 0.00 55.80 13215.50 11 0.00 30.00 0.00 2.00 0.00 0.00 32.00 13279.50 12 0.00 20.00 0.00 2.00 0.00 0.00 22.00 13323.50 13 0.00 20.00 0.00 2.00 0.00 0.00 22.00 13367.50 14 0.00 20.00 0.00 2.00 0.00 0.00 22.00 13411.50 15 0.00 20.00 0.00 2.00 0.00 0.00 22.00 13455.50 16 0.00 20.00 0.00 2.00 0.00 0.00 22.00 13499.50 17 0.00 20.00 0.00 2.00 0.00 0.00 22.00 13543.50 18 0.00 20.00 0.00 0.65 0.00 0.00 20.65 13584.80 19 0.00 20.00 0.00 0.00 0.00 0.00 20.00 13624.80 20 0.00 20.00 0.00 1.35 0.00 0.00 21.35 13667.50 21 0.00 20.00 0.00 2.00 0.00 0.00 22.00 13711.50 22 0.00 20.00 0.00 2.00 0.00 0.00 22.00 13755.50 23 0.00 20.00 0.00 2.00 0.00 0.00 22.00 13799.50 24 0.00 33.30 0.00 7.30 0.00 0.00 40.60 13880.70 25 0.00 40.00 0.00 10.00 0.00 0.00 50.00 13980.70 26 0.00 40.00 0.00 10.00 0.00 1.25 51.25 14083.20 27 0.00 40.00 1.50 10.00 0.00 0.75 52.25 14187.70 28 0.00 40.00 0.60 10.00 0.00 0.00 50.60 14288.90 29 0.00 40.00 0.00 10.00 0.00 0.00 50.00 14388.90 30 0.00 40.00 0.00 10.00 0.00 0.00 50.00 14488.90 TOTAL CFS 0.00 597.10 2.75 101.20 0.00 2.00 703.05 TOTAL AF 0.00 1194.20 5.50 202.40 0.00 4.00 1406.10 14488.90 METERED DELIVERY AF 22.60 2948.10 89.80 0.00 2427.30 5487.80 19976.70 TOTAL FLOW OR DELIVERY AF * 22.60 4142.30 5.50 292.20 0.00 2431.30 6893.90 19976.70 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 APRIL 2006 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 0.19 0.00 6. 1. 0.00 0.00 31. 10. 0.00 0.00 0.00 6. 0.00 11. 2 0.00 0.00 6. 1. 0.01 0.02 31. 10. 0.00 0.00 0.00 15. 0.03 22. 3 0.00 0.00 6. 1. 0.00 0.00 31. 10. 0.00 0.00 0.00 0. 0.00 0. 4 0.00 0.00 6. 1. 0.00 0.00 31. 10. 0.00 0.00 0.00 0. 0.00 0. 5 0.00 0.02 6. 1. 0.00 0.00 31. 10. 0.00 0.00 0.00 4. 0.00 6. 6 0.06 0.00 6. 1. 0.01 0.02 30. 10. 0.00 0.00 0.00 11. 0.00 19. 7 0.00 0.00 6. 1. 0.08 0.07 30. 10. 0.00 0.00 0.00 12. 0.00 20. 8 0.00 0.00 6. 1. 0.00 0.00 30. 10. 0.00 0.00 0.00 6. 0.00 11. 9 0.00 0.00 6. 1. 0.00 0.00 30. 10. 0.00 0.00 0.01 10. 0.00 18. 10 0.00 0.00 6. 1. 0.00 0.00 30. 10. 0.00 0.00 0.00 19. 0.00 32. 11 0.00 0.00 6. 1. 0.00 0.01 30. 10. 0.00 0.00 0.00 12. 0.00 22. 12 0.00 0.00 6. 1. 0.00 0.00 30. 10. 0.00 0.00 0.00 12. 0.00 22. 13 0.00 0.00 6. 1. 0.00 0.00 30. 10. 0.00 0.00 0.00 17. 0.00 29. 14 0.27 0.00 6. 1. 0.00 0.00 30. 10. 0.00 0.14 0.00 19. 0.00 33. 15 0.00 0.00 6. 1. 0.20 0.23 30. 10. 0.00 0.00 0.00 12. 0.00 22. 16 0.00 0.00 6. 1. 0.00 0.00 30. 10. 0.00 0.00 0.00 16. 0.00 27. 17 0.02 0.19 6. 1. 0.00 0.00 30. 10. 0.00 0.00 0.00 23. 0.00 40. 18 0.04 0.05 6. 1. 0.06 0.07 30. 10. 0.00 0.00 0.00 18. 0.00 32. 19 0.00 0.00 6. 1. 0.00 0.00 30. 10. 0.00 0.00 0.00 8. 0.00 13. 20 0.00 0.00 6. 1. 0.00 0.00 30. 10. 0.00 0.00 0.00 13. 0.00 22. 21 0.00 0.00 6. 1. 0.00 0.00 30. 10. 0.00 0.00 0.00 14. 0.00 25. 22 0.00 0.00 6. 1. 0.00 0.00 30. 10. 0.00 0.00 0.00 14. 0.00 24. 23 0.00 0.00 6. 1. 0.00 0.00 30. 10. 0.00 0.00 0.12 4. 0.00 25. 24 0.00 0.14 6. 1. 0.13 0.08 30. 10. 0.40 0.00 0.00 18. 0.08 19. 25 0.00 0.00 6. 1. 0.21 0.13 30. 10. 0.04 0.00 0.00 13. 0.00 22. 26 0.00 0.00 6. 1. 0.00 0.00 30. 10. 0.00 0.00 0.00 13. 0.00 22. 27 0.00 0.00 6. 1. 0.00 0.00 30. 10. 0.00 0.04 0.09 5. 0.00 22. 28 0.09 0.00 7. 1. 0.00 0.02 30. 10. 0.04 0.00 0.00 17. 0.06 21. 29 0.00 0.00 7. 1. 0.00 0.00 30. 10. 0.00 0.00 0.00 10. 0.00 17. 30 0.25 0.12 7. 1. 0.00 0.02 30. 10. 0.08 0.00 0.09 3. 0.05 11. TOTALS 0.92 0.52 187. 39. 0.70 0.67 912. 301. 0.56 0.18 0.31 343. 0.22 609. 1 UPPER COLORADO RIVER DAILY DATA COLLECTION FOR APRIL 2006 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 80 26 51 8 0.00 21 8 210 352 45 13 0.00 2 73 26 40 18 0.01 22 7 187 353 47 14 0.00 3 69 26 49 11 0.00 21 7 207 352 52 15 0.00 4 96 26 52 21 0.00 33 7 246 351 53 24 0.00 5 44 26 59 21 0.00 130 7 263 351 53 20 0.02 6 130 26 54 24 0.01 37 9 229 323 35 23 0.00 7 200 26 45 26 0.08 49 9 217 322 45 20 0.00 8 135 26 52 14 0.00 41 9 240 322 55 23 0.00 9 157 26 57 18 0.00 52 8 274 327 61 21 0.00 10 206 26 60 18 0.00 50 8 297 328 56 24 0.00 11 225 26 53 21 0.00 56 10 316 330 48 24 0.00 12 277 26 57 19 0.00 77 10 325 344 61 24 0.00 13 363 26 61 24 0.00 95 9 373 353 63 25 0.00 14 420 26 60 22 0.00 117 8 424 353 62 31 0.00 15 604 26 59 31 0.20 136 8 447 354 45 26 0.00 16 483 26 57 29 0.00 106 8 380 355 60 27 0.00 17 434 26 60 23 0.00 117 8 404 355 61 19 0.19 18 552 26 57 20 0.06 139 9 416 356 34 12 0.05 19 394 26 45 18 0.00 104 10 372 357 44 12 0.00 20 338 26 51 14 0.00 96 10 333 233 54 20 0.00 21 461 26 59 18 0.00 113 10 339 108 60 24 0.00 22 489 26 66 22 0.00 131 9 366 110 67 27 0.00 23 606 26 66 25 0.00 161 9 436 109 67 31 0.00 24 879 26 58 35 0.13 211 8 509 109 47 26 0.14 25 626 26 46 25 0.21 186 10 457 108 42 21 0.00 26 511 24 59 21 0.00 161 10 411 110 56 21 0.00 27 485 26 65 23 0.00 164 10 422 109 61 24 0.00 28 617 26 65 30 0.00 206 11 478 108 36 21 0.00 29 513 26 52 22 0.00 183 10 420 108 47 33 0.00 30 490 26 55 29 0.00 178 9 406 109 49 26 0.12