1 PICK SLOAN MISSOURI BASIN PROGRAM UNITED STATES BUREAU OF RECLAMATION WESTERN DIVISION WATER AND POWER SYSTEM AS OF 11/08/06 WATER AND POWER CONTROL DIVISION TIME: 12:20:56 LOVELAND, COLORADO OCTOBER 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) 250068 1 9015.80 250164 110 0 110 7 234 96 370 185 2 187 0.00 66 26 40 123 2 9015.83 250260 110 0 110 6 232 96 368 184 1 185 0.00 64 31 40 123 3 9015.87 250388 110 0 110 8 236 128 404 202 1 203 0.00 49 22 40 142 4 9015.90 250484 110 0 110 2 224 96 360 180 1 181 0.00 65 20 40 133 5 9015.94 250612 110 0 110 1 222 128 389 195 1 196 0.03 50 36 39 129 6 9015.98 250741 110 0 110 1 222 129 391 196 2 198 0.00 66 34 40 151 7 9016.01 250837 110 0 110 1 222 96 358 179 2 181 0.00 62 34 40 169 8 9016.02 250869 110 0 110 1 222 32 294 147 0 147 0.00 48 28 40 157 9 9016.04 250933 110 0 110 1 222 64 326 163 -1 162 0.00 48 28 40 150 10 9016.02 250869 110 0 110 1 222 -64 198 99 -1 98 0.01 41 26 40 125 11 9015.96 250676 110 0 110 90 400 -193 247 124 -1 123 0.00 48 34 40 125 12 9015.90 250484 110 0 110 144 508 -192 356 178 -2 176 0.00 54 21 40 110 13 9015.83 250260 110 0 110 149 518 -224 334 167 -2 165 0.00 56 21 40 114 14 9015.78 250100 110 0 110 149 518 -160 388 194 -2 192 0.22 47 25 30 131 15 9015.72 249908 110 0 110 151 522 -192 370 185 -2 183 0.00 53 23 40 134 16 9015.63 249621 110 0 110 249 718 -287 458 229 -2 227 0.29 52 21 27 116 17 9015.49 249175 110 0 110 295 810 -446 395 198 -2 196 0.19 42 19 31 110 18 9015.34 248698 110 0 110 299 818 -477 381 191 -2 189 0.00 27 9 40 111 19 9015.20 248253 96 67 163 211 748 -445 343 172 -1 171 0.00 35 12 40 48 20 9015.16 248126 90 92 182 106 576 -127 480 240 0 240 0.19 37 20 31 116 21 9015.07 247841 90 92 182 99 562 -285 315 158 0 158 0.03 31 19 38 114 22 9014.98 247556 90 92 182 99 562 -285 317 159 -1 158 0.00 34 10 40 88 23 9014.89 247272 90 92 182 104 572 -284 328 164 -1 163 0.00 51 11 40 86 24 9014.81 247019 90 92 182 101 566 -253 353 177 -1 176 0.00 55 19 40 94 25 9014.86 247177 53 118 171 56 454 158 626 313 -1 312 0.58 47 21 14 95 26 9014.82 247051 0 179 179 10 378 -126 289 145 -1 144 0.06 26 9 37 130 27 9014.79 246956 79 109 188 3 382 -95 327 164 0 164 0.00 38 7 40 68 28 9014.75 246830 90 100 190 3 386 -126 300 150 -1 149 0.00 49 12 40 70 29 9014.72 246735 90 100 190 3 386 -95 331 166 -2 164 0.00 52 20 40 98 30 9014.68 246609 90 100 190 3 386 -126 300 150 -1 149 0.00 46 26 40 80 31 9014.62 246421 89 109 198 34 464 -188 316 158 -2 156 0.00 44 10 40 72 TOTAL CFS 3017 1342 4359 2387 5512 -19 5493 3512 TOTAL AF -3647 6034 2684 8718 4774 13492 -3647 11012 11012 -38 10986 1.60 48 21 1167 7024 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 11/08/06 WATER AND POWER CONTROL DIVISION TIME: 12:20:56 LOVELAND, COLORADO OCTOBER 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) 112582 1 7928.55 112341 348 0 348 690 -241 463 233 75 2 310 0.00 62 30 1270 2 7928.41 112099 349 0 349 692 -242 462 233 74 1 308 0.07 62 35 1260 3 7928.29 111892 350 0 350 694 -207 499 252 92 1 345 0.03 49 23 1280 4 7928.24 111806 280 0 280 555 -86 481 243 70 1 314 0.00 61 28 1350 5 7928.24 111806 233 0 233 462 0 474 239 85 1 325 0.00 47 33 1300 6 7928.30 111910 202 0 202 401 104 517 261 86 2 349 0.00 54 31 1270 7 7928.38 112048 203 0 203 403 138 553 279 69 2 350 0.00 55 33 1280 8 7928.45 112168 200 0 200 397 120 529 267 37 0 304 0.00 47 24 1270 9 7928.50 112255 210 0 210 417 87 516 260 53 -1 312 0.05 43 30 1210 10 7928.48 112220 247 0 247 490 -35 467 235 -11 -1 223 0.00 41 27 1240 11 7928.43 112134 272 0 272 540 -86 466 235 14 -1 248 0.00 44 29 1190 12 7928.35 111996 284 0 284 563 -138 437 220 68 -2 286 0.00 50 22 1150 13 7928.29 111892 270 0 270 536 -104 444 224 57 -2 279 0.00 54 21 1140 14 7928.25 111823 270 0 270 536 -69 479 241 84 -2 323 0.00 40 27 1110 15 7928.21 111754 272 0 272 540 -69 483 244 75 -2 317 0.40 48 23 1160 16 7928.15 111651 272 0 272 540 -103 449 226 119 -2 343 0.02 44 23 1160 17 7928.05 111478 301 0 301 597 -173 436 220 88 -2 306 0.16 40 16 1210 18 7927.92 111256 327 0 327 649 -222 439 221 81 -2 300 0.00 27 13 1250 19 7927.78 111017 325 0 325 645 -239 418 211 9 -1 219 0.00 30 15 1280 20 7927.74 110949 326 0 326 647 -68 591 298 58 0 356 0.00 38 17 1260 21 7927.70 110881 324 0 324 643 -68 587 296 -25 0 271 0.00 28 15 1270 22 7927.64 110779 315 0 315 625 -102 535 270 -24 -1 245 0.00 33 10 1250 23 7927.58 110676 314 0 314 623 -103 532 268 -18 -1 249 0.02 43 15 1220 24 7927.50 110540 339 0 339 672 -136 548 276 -6 -1 269 0.00 46 21 1200 25 7927.38 110336 363 0 363 720 -204 528 266 142 -1 407 0.48 43 21 1220 26 7927.31 110216 363 0 363 720 -120 612 309 -35 -1 273 0.00 31 8 1340 27 7927.15 109944 387 0 387 768 -272 508 256 -25 0 231 0.00 30 8 1290 28 7926.96 109621 417 0 417 827 -323 516 260 -40 -1 219 0.00 36 8 1260 29 7926.79 109335 421 0 421 870 -286 596 288 -25 -2 261 0.00 39 24 1290 30 7926.61 109032 417 0 417 827 -303 536 270 -40 -1 229 0.00 43 20 1310 31 7926.44 108746 408 0 408 809 -286 535 270 -40 -2 228 0.00 42 10 1300 TOTAL CFS 9609 0 9609 7871 1147 -19 8999 38590 TOTAL AF -3836 19098 0 19098 19098 -3836 15636 15637 2275 -38 17869 1.23 44 21 76650 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 11/08/06 WATER AND POWER CONTROL DIVISION TIME: 12:20:56 LOVELAND, COLORADO OCTOBER 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) 8815 1 8123.82 8831 7 0 0 0 0 0 7 14 16 32 16 2 8123.89 8849 7 0 0 0 0 0 7 14 18 33 17 3 8123.97 8870 7 0 0 0 0 0 7 14 21 36 18 4 8124.05 8890 7 0 0 1 0 0 8 16 20 37 19 5 8124.14 8914 7 0 0 0 0 0 7 14 24 39 20 6 8124.20 8929 7 0 0 0 0 0 7 14 15 30 15 7 8124.28 8950 7 0 0 0 0 0 7 14 21 36 18 8 8124.36 8971 7 0 0 0 0 0 7 14 21 36 18 9 8124.42 8986 7 0 0 1 0 0 8 16 15 32 16 10 8124.48 9002 7 0 0 0 0 0 7 14 16 31 16 11 8124.55 9020 7 0 0 0 0 0 7 14 18 33 17 12 8124.60 9034 7 0 0 0 0 0 7 14 14 29 15 13 8124.65 9047 7 0 0 0 0 0 7 14 13 28 14 14 8124.71 9062 7 0 0 1 0 0 8 16 15 32 16 15 8124.80 9086 7 0 0 0 0 0 7 14 24 39 20 16 8124.85 9099 7 0 0 0 0 0 7 14 13 28 14 17 8124.98 9134 7 0 0 0 0 0 7 14 35 50 25 18 8125.06 9155 7 0 0 0 0 0 7 14 21 36 18 19 8125.13 9174 7 0 0 1 0 0 8 16 19 36 18 20 8125.23 9200 7 0 0 0 0 0 7 14 26 41 21 21 8125.30 9219 7 0 0 0 0 0 7 14 19 34 17 22 8125.36 9235 7 0 0 0 0 0 7 14 16 31 16 23 8125.45 9259 7 0 0 0 0 0 7 14 24 39 20 24 8125.51 9275 7 0 0 1 0 0 8 16 16 33 17 25 8125.60 9299 7 0 0 0 0 0 7 14 24 39 20 26 8125.75 9340 7 0 0 0 0 0 7 14 41 56 28 27 8125.82 9359 7 0 0 0 0 0 7 14 19 34 17 28 8125.88 9375 7 0 0 0 0 0 7 14 16 31 16 29 8125.96 9397 7 0 0 1 0 0 8 17 22 40 19 30 8126.04 9419 7 0 0 0 0 0 7 14 22 37 19 31 8126.14 9446 7 0 0 0 0 0 7 14 27 42 21 TOTAL CFS 217 0 0 6 0 0 223 561 TOTAL AF 631 434 0 0 12 0 0 447 447 631 1110 1110 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 11/08/06 WATER AND POWER CONTROL DIVISION TIME: 12:20:56 LOVELAND, COLORADO OCTOBER 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 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 11/08/06 WATER AND POWER CONTROL DIVISION TIME: 12:20:56 LOVELAND, COLORADO OCTOBER 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 17802 1 8366.65 8366.66 17738 226 35 261 518 -64 469 347 122 62 0.00 0.00 69 24 2 8366.67 8366.70 17802 198 35 233 462 64 539 462 77 39 0.00 0.00 67 26 3 8366.62 8366.65 17710 228 35 263 522 -92 443 365 78 39 0.03 0.04 58 38 4 8366.65 8366.67 17752 226 35 261 518 42 573 462 111 56 0.00 0.00 67 29 5 8366.65 8366.67 17752 226 35 261 518 0 531 462 69 35 0.02 0.03 67 35 6 8366.66 8366.69 17783 226 35 261 518 31 562 476 86 43 0.00 0.00 65 39 7 8366.67 8366.70 17802 222 35 257 510 19 542 464 78 39 0.02 0.01 64 36 8 8366.67 8366.70 17802 218 35 253 502 0 515 434 81 41 0.00 0.01 63 36 9 8366.67 8366.69 17788 218 35 253 502 -14 501 395 106 53 0.00 0.00 52 29 10 8366.62 8366.64 17697 227 35 262 520 -91 442 401 41 21 0.00 0.00 48 32 11 8366.65 8366.68 17765 340 35 375 744 68 825 843 -18 -9 0.00 0.00 52 37 12 8366.55 8366.60 17608 347 35 382 758 -157 614 532 82 41 0.00 0.00 56 36 13 8366.51 8366.57 17548 345 35 380 754 -60 707 668 39 20 0.00 0.00 61 19 14 8366.60 8366.63 17674 255 35 290 575 126 714 516 198 100 0.01 0.02 59 22 15 8366.54 8366.56 17550 252 35 287 569 -124 458 411 47 24 0.01 0.02 50 34 16 8366.45 8365.95 16694 130 403 533 1057 -856 214 161 53 27 0.00 0.01 50 27 17 8366.58 8363.69 13826 2 1459 1461 2898 -2868 43 0 43 22 0.03 0.06 46 24 18 8366.23 8361.42 10870 80 1429 1509 2993 -2956 46 0 46 23 0.23 0.55 31 20 19 8366.26 8358.57 7762 21 1559 1580 3134 -3108 34 0 34 17 0.01 0.03 33 14 20 8366.32 8356.84 6168 0 818 818 1622 -1594 36 0 36 18 0.12 0.15 35 28 21 8366.37 8356.83 6128 0 35 35 69 -40 37 0 37 19 0.00 0.07 36 20 22 8366.31 8356.83 6097 12 35 47 93 -31 70 0 70 35 0.02 0.07 37 15 23 8366.17 8356.82 5960 56 41 97 192 -137 63 0 63 32 0.00 0.00 48 11 24 8366.24 8356.82 5996 0 48 48 95 36 139 0 139 70 0.00 0.00 51 11 25 8366.29 8356.86 6283 0 65 65 129 287 424 0 424 214 0.00 0.00 47 20 26 8366.40 8356.81 6012 0 147 147 292 -271 29 0 29 15 0.40 0.53 45 23 27 8366.47 8356.76 5720 0 125 125 248 -292 -35 0 -35 -18 0.00 0.00 38 12 28 8366.53 8356.72 5490 0 125 125 248 -230 26 0 26 13 0.00 0.00 42 13 29 8366.19 8356.68 5054 98 125 223 461 -436 33 0 33 16 0.00 0.00 51 14 30 8366.20 8356.64 4797 3 109 112 222 -257 -26 0 -26 -13 0.00 0.00 48 19 31 8366.24 8356.62 4687 0 78 78 155 -110 53 0 53 27 0.00 0.00 46 23 TOTAL CFS 4156 7126 11282 1121 51 25 TOTAL AF -13115 8251.4 14136 22398 22398 -13115 9621 7399 2222 2224 0.90 1.60 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 11/08/06 WATER AND POWER CONTROL DIVISION TIME: 12:20:56 LOVELAND, COLORADO OCTOBER 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) 382028 1 8256.46 381722 175 20 0 5.0 200 397 -306 143 72 35 0 0 37 99 21 2 8256.39 381293 233 20 0 5.0 258 512 -429 127 64 35 0 0 29 68 21 3 8256.35 381048 184 26 0 5.0 215 426 -245 225 113 35 0 0 78 117 26 4 8256.27 380558 233 30 0 5.0 268 532 -490 86 43 35 0 0 8 64 0 5 8256.21 380191 233 34 0 5.0 272 540 -367 216 109 35 0 0 74 109 0 6 8256.16 379885 240 30 0 5.0 275 545 -306 282 142 35 0 0 107 150 0 7 8256.10 379518 234 31 0 5.0 270 536 -367 212 107 35 0 0 72 111 0 8 8256.03 379090 219 25 0 5.0 249 494 -428 109 55 35 0 0 20 61 0 9 8255.97 378724 199 20 0 5.0 224 444 -366 121 61 35 0 0 26 79 0 10 8255.91 378358 202 21 0 5.0 228 452 -366 129 65 35 0 0 30 51 0 11 8255.78 377565 425 21 0 5.0 451 895 -793 145 73 35 0 0 38 29 0 12 8255.71 377138 268 20 0 5.0 293 581 -427 197 99 35 0 0 64 105 0 13 8255.60 376468 337 22 0 5.0 364 722 -670 95 48 35 0 0 13 33 0 14 8255.52 375981 260 22 0 5.0 287 569 -487 125 63 35 0 0 28 128 0 15 8255.48 375738 207 22 0 5.0 234 464 -243 264 133 35 0 0 98 122 0 16 8255.61 376529 81 21 0 5.0 107 212 791 1046 527 403 0 0 124 151 0 17 8256.11 379579 0 19 0 5.0 24 48 3050 3141 1584 1459 0 0 125 147 0 18 8256.59 382519 0 20 0 5.0 25 50 2940 3034 1530 1429 0 0 101 124 0 19 8257.11 385716 0 20 0 5.0 25 50 3197 3291 1659 1559 0 0 100 117 0 20 8257.39 387443 0 20 0 5.0 25 50 1727 1821 918 818 0 0 100 118 0 21 8257.39 387443 0 20 0 5.0 25 50 0 94 47 35 0 0 12 31 0 22 8257.40 387504 0 20 0 5.0 25 50 61 155 78 35 0 0 43 78 0 23 8257.40 387504 0 20 0 5.0 25 50 0 94 47 41 0 0 6 38 0 24 8257.41 387566 0 20 0 5.0 25 50 62 156 79 48 0 0 31 101 0 25 8257.44 387751 0 20 0 5.0 25 50 185 279 141 65 0 0 76 290 0 26 8257.53 388308 0 20 0 5.0 25 50 557 651 328 147 0 0 181 196 0 27 8257.56 388493 0 20 0 5.0 25 50 185 279 141 125 0 0 16 -2 0 28 8257.59 388678 0 20 0 5.0 25 50 185 279 141 125 0 0 16 29 0 29 8257.62 388864 0 20 0 5.0 25 52 186 282 136 125 0 0 11 27 0 30 8257.65 389050 0 20 0 5.0 25 50 186 280 141 109 0 0 32 19 0 31 8257.66 389111 0 20 0 5.0 25 50 61 155 78 78 0 0 0 27 0 TOTAL CFS 3730 684 0 155.0 4569 8822 7126 0 0 1696 2817 68 TOTAL AF 7083 7399 1367 0 307.9 9071 9071 7083 17513 17513 14136 0 0 3366 5591 136 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 11/08/06 WATER AND POWER CONTROL DIVISION TIME: 12:20:56 LOVELAND, COLORADO OCTOBER 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. 670 2679 1 34.29 72.68 701 2658 10 448.3 226.0 1.00 444.3 224.0 48.0 46.0 0 0 0 0.00 69 37 2 32.42 72.81 631 2680 -48 392.7 198.0 1.00 452.2 228.0 49.0 44.0 0 0 0 0.00 68 44 3 31.14 73.14 584 2737 10 452.2 228.0 1.00 454.2 229.0 50.0 45.0 0 0 0 0.00 60 41 4 30.80 73.26 572 2758 9 448.3 226.0 1.00 452.2 228.0 49.0 44.0 0 0 0 0.00 57 33 5 31.39 73.17 593 2742 5 448.3 226.0 1.00 452.2 228.0 47.0 44.0 0 0 0 0.00 65 33 6 33.58 72.70 674 2662 1 448.3 226.0 1.00 454.2 229.0 47.0 45.0 0 0 0 0.00 69 42 7 33.45 72.69 669 2660 -7 440.3 222.0 1.00 452.2 228.0 46.0 45.0 0 0 0 0.00 64 46 8 33.38 72.73 666 2667 4 432.4 218.0 1.00 446.3 225.0 51.0 43.0 0 0 0 0.00 54 35 9 33.64 72.67 676 2656 -1 432.4 218.0 1.00 454.2 229.0 53.0 44.0 0 0 0 0.12 35 30 10 33.57 72.35 674 2602 -56 450.2 227.0 1.00 523.6 264.0 56.0 48.0 0 0 0 0.00 50 29 11 32.53 72.73 635 2667 26 674.4 340.0 1.00 670.4 338.0 59.0 49.0 0 0 0 0.00 51 43 12 32.85 72.70 646 2662 6 688.3 347.0 1.00 702.1 354.0 59.0 50.0 0 0 0 0.00 56 35 13 33.13 72.68 657 2658 7 684.3 345.0 1.00 696.2 351.0 57.0 49.0 0 0 0 0.00 61 33 14 29.70 73.29 533 2763 -19 505.8 255.0 0.00 531.6 268.0 53.0 50.0 0 0 0 0.00 57 28 15 29.67 73.28 532 2761 -3 499.8 252.0 0.00 501.8 253.0 48.0 49.0 0 0 0 0.00 58 30 16 25.47 72.73 397 2667 -229 257.9 130.0 0.00 486.0 245.0 42.0 42.0 0 0 0 0.00 54 42 17 24.97 71.02 383 2384 -297 4.0 2.0 1.00 313.4 158.0 48.0 42.0 0 0 0 0.44 44 21 18 28.86 69.14 504 2093 -170 158.7 80.0 0.00 313.4 158.0 27.0 34.0 0 0 0 0.04 36 14 19 26.73 67.45 435 1855 -307 41.7 21.0 1.00 353.1 178.0 36.0 34.0 0 0 0 0.00 41 29 20 25.53 65.24 399 1579 -312 0.0 0.0 1.00 315.4 159.0 36.0 34.0 0 0 0 0.08 45 32 21 24.51 63.25 369 1362 -247 0.0 0.0 1.00 265.8 134.0 42.0 33.0 0 0 0 0.00 37 25 22 23.88 61.93 352 1230 -149 23.8 12.0 1.00 184.5 93.0 36.0 31.0 0 33 0 0.00 41 24 23 27.47 62.24 459 1260 137 111.1 56.0 1.00 35.7 18.0 56.0 27.0 0 110 0 0.00 57 34 24 26.72 62.87 435 1323 39 0.0 0.0 1.00 0.0 0.0 48.0 30.0 0 0 0 0.00 60 30 25 26.04 63.12 414 1349 5 0.0 0.0 1.00 0.0 0.0 44.0 43.0 0 0 0 0.08 53 30 26 25.43 63.38 396 1376 9 0.0 0.0 1.00 0.0 0.0 53.0 50.0 0 0 0 0.92 40 29 27 24.71 63.52 375 1390 -7 0.0 0.0 1.00 0.0 0.0 46.0 51.0 0 0 0 0.00 46 32 28 23.91 63.73 353 1412 0 0.0 0.0 1.00 0.0 0.0 49.0 50.0 0 0 0 0.00 55 42 29 29.78 63.82 536 1422 193 202.5 98.0 1.00 0.0 0.0 50.0 53.0 0 203 0 0.00 57 40 30 29.46 63.86 525 1426 -7 6.0 3.0 1.00 0.0 0.0 45.0 53.0 0 0 0 0.00 52 20 31 28.98 63.93 508 1434 -9 0.0 0.0 1.00 0.0 0.0 44.0 50.0 0 0 0 0.00 47 17 TOTAL CFS 4156.0 5019.0 1474.0 1352.0 0 TOTAL AF -162 -1245 -1407 53.55 2928. 2686. 0 346 0 1.68 53 32 8251.4 9955.0 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 11/08/06 WATER AND POWER CONTROL DIVISION TIME: 12:20:56 LOVELAND, COLORADO OCTOBER 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) 1 226.0 1.0 0.0 38.0 274.0 543 224.0 46.0 270.0 536 10 48.0 2 198.0 1.0 0.0 36.0 247.0 490 228.0 44.0 272.0 540 -48 49.0 3 228.0 1.0 0.0 36.0 278.0 551 229.0 45.0 274.0 543 10 50.0 4 226.0 1.0 0.0 39.0 275.0 545 228.0 44.0 272.0 540 9 49.0 5 226.0 1.0 0.0 38.0 273.0 541 228.0 44.0 272.0 540 5 47.0 6 226.0 1.0 0.0 38.0 273.0 541 229.0 45.0 274.0 543 1 47.0 7 222.0 1.0 0.0 38.0 268.0 532 228.0 45.0 273.0 541 -7 46.0 8 218.0 1.0 0.0 38.0 269.0 534 225.0 43.0 268.0 532 4 51.0 9 218.0 1.0 0.0 41.0 271.0 538 229.0 44.0 273.0 541 -1 53.0 10 227.0 1.0 0.0 42.0 283.0 561 264.0 48.0 312.0 619 -56 56.0 11 340.0 1.0 0.0 39.0 399.0 791 338.0 49.0 387.0 768 26 59.0 12 347.0 1.0 0.0 36.0 406.0 805 354.0 50.0 404.0 801 6 59.0 13 345.0 1.0 0.0 36.0 402.0 797 351.0 49.0 400.0 793 7 57.0 14 255.0 0.0 0.0 36.0 308.0 611 268.0 50.0 318.0 631 -19 53.0 15 252.0 0.0 0.0 36.0 300.0 595 253.0 49.0 302.0 599 -3 48.0 16 130.0 0.0 0.0 35.0 172.0 341 245.0 42.0 287.0 569 -229 42.0 17 2.0 1.0 0.0 37.0 50.0 99 158.0 42.0 200.0 397 -297 48.0 18 80.0 0.0 1.0 34.0 107.0 212 158.0 34.0 192.0 381 -170 27.0 19 21.0 1.0 1.0 39.0 57.0 113 178.0 34.0 212.0 420 -307 36.0 20 0.0 1.0 1.0 43.0 36.0 71 159.0 34.0 193.0 383 -312 36.0 21 0.0 1.0 1.0 42.0 42.0 83 134.0 33.0 167.0 331 -247 42.0 22 12.0 1.0 1.0 38.0 48.0 95 93.0 31.0 124.0 246 -149 36.0 23 56.0 1.0 1.0 38.0 112.0 222 18.0 27.0 45.0 89 137 56.0 24 0.0 1.0 1.0 40.0 48.0 95 0.0 30.0 30.0 60 39 48.0 25 0.0 1.0 1.0 38.0 44.0 87 0.0 43.0 43.0 85 5 44.0 26 0.0 1.0 1.0 39.0 53.0 105 0.0 50.0 50.0 99 9 53.0 27 0.0 1.0 1.0 46.0 46.0 91 0.0 51.0 51.0 101 -7 46.0 28 0.0 1.0 1.0 42.0 49.0 97 0.0 50.0 50.0 99 0 49.0 29 98.0 1.0 1.0 40.0 148.0 306 0.0 53.0 53.0 110 193 50.0 30 3.0 1.0 1.0 39.0 48.0 95 0.0 53.0 53.0 105 -7 45.0 31 0.0 1.0 1.0 36.0 44.0 87 0.0 50.0 50.0 99 -9 44.0 TOTAL CFS 4156.0 14.0 1193.0 5630.0 5019.0 1352.0 6371.0 1474.0 AF 8251.4 53.6 27.8 2369.6 11179.2 11174 9955.0 2686.0 12641.1 12641 -1407 2927.8 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 11/08/06 WATER AND POWER CONTROL DIVISION TIME: 12:20:56 LOVELAND, COLORADO OCTOBER 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 1585 567 35702 70126 1 73.6 1609 68.1 551 0.0 269.1 0.0 0.0 0.0 167.8 0.0 0.0 66.5 5679.46 35391 5378.62 70112 0 2 74.3 1666 66.9 502 0.0 268.8 0.0 0.0 0.0 167.4 0.0 0.0 66.1 5679.12 35134 5378.69 70207 264 3 74.0 1642 68.0 546 0.0 268.5 0.0 0.0 0.0 167.1 0.0 0.0 65.8 5678.82 34908 5378.72 70247 451 4 74.1 1650 68.4 563 0.0 268.2 0.0 0.0 0.0 166.7 0.0 0.0 66.2 5678.40 34592 5378.74 70274 443 5 74.0 1642 68.8 580 0.0 267.9 0.0 0.0 0.0 166.5 0.0 0.0 66.9 5678.11 34375 5378.72 70247 450 6 74.4 1675 68.8 580 0.0 267.6 0.0 0.0 0.0 166.1 0.0 0.0 67.1 5677.70 34069 5378.63 70126 300 7 74.6 1691 69.0 588 0.0 267.2 0.0 0.0 0.0 165.6 0.0 0.0 67.3 5677.26 33741 5378.54 70004 0 8 74.9 1717 68.4 563 0.0 266.8 0.0 0.0 0.0 165.3 0.0 0.0 67.0 5676.89 33467 5378.53 69991 0 9 75.2 1742 68.2 555 0.0 266.7 0.0 0.0 0.0 165.2 0.0 0.0 67.7 5676.75 33363 5378.59 70072 0 10 76.0 1811 68.6 572 0.0 266.4 0.0 0.0 0.0 164.8 0.0 0.0 66.9 5676.40 33105 5378.58 70058 236 11 76.0 1811 69.3 601 0.0 266.2 0.0 0.0 0.0 164.6 0.0 0.0 67.4 5676.15 32921 5378.73 70261 669 12 76.9 1891 67.8 538 0.0 265.9 0.0 0.0 0.0 164.2 0.0 0.0 67.2 5675.80 32664 5379.04 70681 690 13 76.7 1873 68.3 559 0.0 265.6 0.0 0.0 0.0 163.9 0.0 0.0 66.4 5675.45 32407 5379.40 71170 695 14 77.0 1900 67.7 534 0.0 265.3 0.0 0.0 0.0 163.7 0.0 0.0 66.1 5675.18 32210 5379.70 71578 524 15 77.2 1918 67.6 530 0.0 265.1 0.0 0.0 0.0 163.3 0.0 0.0 66.1 5674.84 31963 5379.91 71865 496 16 78.1 2000 67.4 522 0.0 264.7 0.0 0.0 0.0 162.9 0.0 0.0 66.6 5674.44 31672 5380.09 72110 479 17 77.0 1900 68.8 580 0.0 264.5 0.0 0.0 0.0 162.7 0.0 0.0 68.6 5674.20 31499 5380.19 72247 310 18 77.0 1900 68.7 576 0.0 264.1 0.0 0.0 0.0 162.2 0.0 0.0 68.1 5673.67 31116 5380.25 72329 309 19 77.1 1909 70.3 645 0.0 263.8 0.0 0.0 0.0 161.9 0.0 0.0 69.2 5673.38 30908 5380.23 72302 346 20 77.2 1918 70.7 663 0.0 263.6 0.0 0.0 0.0 161.6 0.0 0.0 70.4 5673.08 30693 5380.27 72357 310 21 76.5 1855 71.8 712 0.0 263.3 0.0 0.0 0.0 161.4 0.0 0.0 71.1 5672.83 30514 5380.27 72357 257 22 76.5 1855 71.0 676 0.0 263.1 0.0 0.0 0.0 161.1 0.0 0.0 70.8 5672.53 30300 5380.21 72274 177 23 76.3 1838 70.2 640 0.0 263.0 0.0 0.0 0.0 161.0 0.0 0.0 70.7 5672.38 30194 5380.15 72192 23 24 75.4 1759 70.3 645 0.0 262.7 0.0 0.0 0.0 160.7 0.0 0.0 70.7 5672.07 29973 5379.98 71960 0 25 74.3 1666 71.4 694 0.0 262.5 0.0 0.0 0.0 160.4 0.0 0.0 71.0 5671.82 29796 5379.86 71796 0 26 74.2 1658 70.7 663 0.0 262.4 0.0 0.0 0.0 160.3 0.0 0.0 71.3 5671.67 29690 5379.79 71701 0 27 74.0 1642 70.1 636 0.0 262.2 0.0 0.0 0.0 160.1 0.0 0.0 70.7 5671.42 29514 5379.61 71455 0 28 73.7 1617 69.2 597 0.0 261.9 0.0 0.0 0.0 159.7 0.0 0.0 70.0 5671.07 29268 5379.15 70830 0 29 73.5 1601 68.1 551 0.0 261.5 0.0 0.0 0.0 159.3 0.0 0.0 68.9 5670.67 28987 5378.68 70193 0 30 71.5 1448 70.2 640 0.0 261.2 0.0 0.0 0.0 159.0 0.0 0.0 68.5 5670.31 28736 5378.20 69546 0 31 70.2 1356 71.5 699 0.0 261.0 0.0 0.0 0.0 158.7 0.0 0.0 70.5 5670.00 28520 5378.01 69290 0 TOTAL CFS 0.0 TOTAL AF -229 132 0.0 0.0 0.0 0.0 0.0 0.0 -7182 -836 7429 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 11/08/06 WATER AND POWER CONTROL DIVISION TIME: 12:20:56 LOVELAND, COLORADO OCTOBER 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 19.00 0.00 0.00 0.00 0.00 46.00 37.00 128.00 2 0.00 0.00 19.00 0.00 0.00 0.00 0.00 66.00 0.00 149.00 3 0.00 0.00 19.00 0.00 0.00 0.00 0.00 66.00 0.00 120.35 4 0.00 0.00 19.00 0.00 0.00 0.00 0.00 65.00 0.00 106.00 5 0.00 0.00 19.00 0.00 0.00 0.00 0.00 67.00 0.00 84.10 6 0.00 0.00 19.00 0.00 0.00 0.00 0.00 68.00 0.00 69.00 7 0.00 0.00 19.00 0.00 0.00 0.00 0.00 68.00 0.00 69.00 8 0.00 0.00 19.00 0.00 0.00 0.00 0.00 68.00 0.00 69.00 9 0.00 0.00 19.00 0.00 0.00 0.00 0.00 68.00 0.00 70.00 10 0.00 0.00 16.70 0.00 0.00 0.00 0.00 67.00 0.00 71.00 11 0.00 0.00 15.50 0.00 0.00 0.00 0.00 65.00 0.00 192.00 12 0.00 0.00 15.50 0.00 0.00 0.00 0.00 29.00 0.00 287.65 13 0.00 0.00 15.50 0.00 0.00 0.00 0.00 14.00 0.00 310.50 14 0.00 0.00 15.50 0.00 0.00 0.00 0.00 13.00 0.00 250.50 15 0.00 0.00 15.50 0.00 0.00 0.00 0.00 13.00 0.00 220.50 16 0.00 0.00 13.80 0.00 0.00 0.00 0.00 15.00 0.00 184.50 17 0.00 0.00 12.50 0.00 0.00 0.00 0.00 15.00 0.00 167.50 18 0.00 0.00 12.50 0.00 0.00 0.00 0.00 15.00 0.00 141.50 19 0.00 0.00 12.50 0.00 0.00 0.00 0.00 15.00 0.00 121.50 20 0.00 0.00 11.50 0.00 0.00 0.00 0.00 14.00 0.00 132.50 21 0.00 0.00 9.60 0.00 0.00 0.00 0.00 10.00 0.00 133.50 22 0.00 0.00 9.00 0.00 0.00 0.00 0.00 9.00 0.00 102.50 23 0.00 0.00 9.00 0.00 0.00 0.00 0.00 15.00 0.00 38.50 24 0.00 0.00 0.00 0.00 0.00 0.00 0.00 23.00 0.00 18.50 25 0.00 0.00 0.00 0.00 0.00 0.00 0.00 14.00 0.00 11.50 26 0.00 0.00 0.00 0.00 0.00 0.00 0.00 8.00 0.00 21.50 27 0.00 0.00 0.00 0.00 0.00 0.00 0.00 8.00 0.00 16.50 28 0.00 0.00 0.00 0.00 0.00 0.00 0.00 15.00 0.00 16.50 29 0.00 0.00 0.00 0.00 0.00 0.00 0.00 17.00 0.00 15.50 30 0.00 0.00 0.00 0.00 0.00 0.00 0.00 18.00 0.00 16.50 31 0.00 0.00 0.00 0.00 0.00 0.00 0.00 6.00 0.00 19.50 TOTAL CFS 0.00 0.00 355.60 0.00 0.00 0.00 0.00 1000.00 37.00 3354.60 TOTAL AF 0.00 0.00 705.32 0.00 0.00 0.00 0.00 1984.87 73.39 6655.03 ADJUSTMENT AF 58.70 TOTAL FLOW OR DELIVERY AF 6596.33 METERED DELIVERY AF 750.00 NOTE: AVERAGE DAILY CFS UNLESS NOTED OTHERWISE * TOTAL FLOW INCLUDES NON-CHARGE WATER 1 PICK SLOAN MISSOURI BASIN PROGRAM UNITED STATES BUREAU OF RECLAMATION WESTERN DIVISION WATER AND POWER SYSTEM AS OF 11/08/06 WATER AND POWER CONTROL DIVISION TIME: 12:20:56 LOVELAND, COLORADO OCTOBER 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) 227243.00 1 0.00 48.70 83.90 0.00 33.10 0.00 165.70 227574.40 2 0.00 45.00 66.50 0.00 33.10 0.00 144.60 227863.60 3 0.00 48.00 66.50 26.65 33.10 1.25 175.50 228214.60 4 0.00 50.00 65.00 40.00 33.10 2.00 190.10 228594.80 5 0.00 50.00 68.65 61.90 33.10 2.00 215.65 229026.10 6 0.00 50.00 70.40 75.00 39.75 2.00 237.15 229500.40 7 0.00 43.30 70.40 75.00 43.10 0.75 232.55 229965.50 8 0.00 44.00 70.40 75.00 36.45 0.00 225.85 230417.20 9 0.00 52.70 68.85 75.00 34.90 0.00 231.45 230880.10 10 0.00 56.00 65.50 75.00 33.80 0.00 230.30 231340.70 11 0.00 72.00 65.00 35.00 32.25 0.00 204.25 231749.20 12 0.00 80.00 29.20 5.35 32.10 0.00 146.65 232042.50 13 0.00 73.30 14.40 0.50 32.10 0.00 120.30 232283.10 14 0.00 63.35 14.40 0.50 28.05 0.00 106.30 232495.70 15 0.00 60.00 14.40 0.50 26.00 0.00 100.90 232697.50 16 0.00 60.00 14.40 0.50 25.05 0.00 99.95 232897.40 17 0.00 87.50 14.40 0.50 71.90 0.00 174.30 233246.00 18 0.00 100.00 14.40 0.50 87.80 0.00 202.70 233651.40 19 0.00 66.70 14.40 0.50 87.80 0.00 169.40 233990.20 20 0.00 50.00 13.50 0.50 86.80 0.00 150.80 234291.80 21 0.00 50.00 10.10 0.50 85.00 0.00 145.60 234583.00 22 0.00 50.00 8.90 0.50 84.30 0.00 143.70 234870.40 23 0.00 50.00 8.90 0.50 84.30 0.65 144.35 235159.10 24 0.00 36.65 8.90 0.50 83.65 0.40 130.10 235419.30 25 0.00 36.65 8.90 0.50 70.95 0.00 117.00 235653.30 26 0.00 58.70 8.90 0.50 91.20 6.65 165.95 235985.20 27 0.00 79.00 8.90 0.50 98.65 10.00 197.05 236379.30 28 0.00 84.00 14.10 0.50 222.95 6.70 328.25 237035.80 29 0.00 82.15 16.90 0.50 297.20 1.65 398.40 237832.60 30 0.00 108.70 17.15 0.50 285.50 0.00 411.85 238656.30 31 0.00 41.65 5.10 0.50 108.25 0.00 155.50 238967.30 TOTAL CFS 0.00 1878.05 1021.35 553.40 2375.30 34.05 5862.15 TOTAL AF 0.00 3756.10 2042.70 1106.80 4750.60 68.10 11724.30 238967.30 METERED DELIVERY AF 54.60 2532.10 58.70 0.00 1443.90 4089.30 243056.60 TOTAL FLOW OR DELIVERY AF * 54.60 6288.20 2042.70 1165.50 4750.60 1512.00 15813.60 243056.60 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 OCTOBER 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 0.00 0.00 15. 2. 0.00 0.00 52. 16. 0.00 0.00 0.00 6. 0.00 12. 2 0.00 0.07 12. 2. 0.00 0.00 44. 13. 0.00 0.00 0.00 4. 0.00 7. 3 0.00 0.03 12. 2. 0.03 0.04 44. 13. 0.00 0.00 0.00 5. 0.00 8. 4 0.00 0.00 12. 2. 0.00 0.00 44. 13. 0.00 0.00 0.00 4. 0.00 7. 5 0.03 0.00 12. 2. 0.02 0.03 44. 13. 0.00 0.00 0.00 2. 0.00 4. 6 0.00 0.00 12. 2. 0.00 0.00 44. 13. 0.00 0.00 0.00 4. 0.00 7. 7 0.00 0.00 12. 2. 0.02 0.01 44. 13. 0.00 0.00 0.00 5. 0.00 9. 8 0.00 0.00 12. 2. 0.00 0.01 44. 13. 0.00 0.00 0.00 7. 0.05 8. 9 0.00 0.05 12. 2. 0.00 0.00 44. 13. 0.12 0.00 0.91 -36. 0.43 -11. 10 0.01 0.00 12. 2. 0.00 0.00 44. 13. 0.00 0.67 0.00 22. 0.48 -13. 11 0.00 0.00 12. 2. 0.00 0.00 44. 13. 0.00 0.00 0.00 4. 0.00 8. 12 0.00 0.00 12. 2. 0.00 0.00 44. 13. 0.00 0.00 0.00 5. 0.00 10. 13 0.00 0.00 12. 2. 0.00 0.00 44. 13. 0.00 0.00 0.00 4. 0.00 7. 14 0.22 0.00 12. 2. 0.01 0.02 44. 13. 0.00 0.00 0.00 4. 0.00 8. 15 0.00 0.40 12. 2. 0.01 0.02 44. 13. 0.00 0.00 0.00 3. 0.00 6. 16 0.29 0.02 12. 2. 0.00 0.01 44. 13. 0.00 0.00 0.00 4. 0.02 4. 17 0.19 0.16 12. 2. 0.03 0.06 44. 13. 0.44 0.00 0.36 0. 0.28 0. 18 0.00 0.00 12. 2. 0.23 0.55 44. 9. 0.04 0.00 0.00 4. 0.07 0. 19 0.00 0.00 12. 2. 0.01 0.03 44. 9. 0.00 0.37 0.00 3. 0.00 5. 20 0.19 0.00 12. 2. 0.12 0.15 44. 9. 0.08 0.00 0.00 4. 0.00 8. 21 0.03 0.00 12. 2. 0.00 0.07 44. 9. 0.00 0.00 0.00 6. 0.03 7. 22 0.00 0.00 12. 2. 0.02 0.07 44. 9. 0.00 0.00 0.00 2. 0.00 4. 23 0.00 0.02 12. 2. 0.00 0.00 44. 8. 0.00 0.00 0.00 3. 0.00 6. 24 0.00 0.00 12. 2. 0.00 0.00 44. 9. 0.00 0.00 0.00 3. 0.00 6. 25 0.58 0.48 12. 2. 0.00 0.00 44. 9. 0.08 0.00 0.82 -45. 0.00 7. 26 0.06 0.00 12. 2. 0.40 0.53 44. 9. 0.92 0.00 0.00 0. 0.91 0. 27 0.00 0.00 12. 2. 0.00 0.00 44. 9. 0.00 0.00 0.00 3. 0.00 6. 28 0.00 0.00 12. 2. 0.00 0.00 44. 9. 0.00 0.90 0.00 4. 0.00 8. 29 0.00 0.00 12. 2. 0.00 0.00 44. 8. 0.00 0.00 0.00 3. 0.00 5. 30 0.00 0.00 12. 2. 0.00 0.00 44. 8. 0.00 0.00 0.00 6. 0.00 11. 31 0.00 0.00 12. 2. 0.00 0.00 44. 8. 0.00 0.00 0.00 3. 0.00 5. TOTALS 1.60 1.23 384. 59. 0.90 1.60 1376. 348. 1.68 1.94 2.09 46. 2.27 157. 1 UPPER COLORADO RIVER DAILY DATA COLLECTION FOR OCTOBER 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 99 25 69 24 0.00 16 7 233 348 62 30 0.00 2 68 25 67 26 0.00 17 7 233 349 62 35 0.07 3 117 31 58 38 0.03 18 7 252 350 49 23 0.03 4 64 35 67 29 0.00 19 8 243 280 61 28 0.00 5 109 39 67 35 0.02 20 7 239 233 47 33 0.00 6 150 35 65 39 0.00 15 7 261 202 54 31 0.00 7 111 36 64 36 0.02 18 7 279 203 55 33 0.00 8 61 30 63 36 0.00 18 7 267 200 47 24 0.00 9 79 25 52 29 0.00 16 8 260 210 43 30 0.05 10 51 26 48 32 0.00 16 7 235 247 41 27 0.00 11 29 26 52 37 0.00 17 7 235 272 44 29 0.00 12 105 25 56 36 0.00 15 7 220 284 50 22 0.00 13 33 27 61 19 0.00 14 7 224 270 54 21 0.00 14 128 27 59 22 0.01 16 8 241 270 40 27 0.00 15 122 27 50 34 0.01 20 7 244 272 48 23 0.40 16 151 26 50 27 0.00 14 7 226 272 44 23 0.02 17 147 24 46 24 0.03 25 7 220 301 40 16 0.16 18 124 25 31 20 0.23 18 7 221 327 27 13 0.00 19 117 25 33 14 0.01 18 8 211 325 30 15 0.00 20 118 25 35 28 0.12 21 7 298 326 38 17 0.00 21 31 25 36 20 0.00 17 7 296 324 28 15 0.00 22 78 25 37 15 0.02 16 7 270 315 33 10 0.00 23 38 25 48 11 0.00 20 7 268 314 43 15 0.02 24 101 25 51 11 0.00 17 8 276 339 46 21 0.00 25 290 25 47 20 0.00 20 7 266 363 43 21 0.48 26 196 25 45 23 0.40 28 7 309 363 31 8 0.00 27 -2 25 38 12 0.00 17 7 256 387 30 8 0.00 28 29 25 42 13 0.00 16 7 260 417 36 8 0.00 29 27 25 51 14 0.00 19 8 288 421 39 24 0.00 30 19 25 48 19 0.00 19 7 270 417 43 20 0.00 31 27 25 46 23 0.00 21 7 270 408 42 10 0.00