1 PICK SLOAN MISSOURI BASIN PROGRAM UNITED STATES BUREAU OF RECLAMATION WESTERN DIVISION WATER AND POWER SYSTEM AS OF 05/13/05 WATER AND POWER CONTROL DIVISION TIME: 10:11:46 LOVELAND, COLORADO APRIL 2005 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) 195385 1 8996.64 195230 88 0 88 64 304 -155 149 75 0 75 0.00 42 4 0 42 2 8996.59 195101 88 0 88 60 296 -129 167 84 0 84 0.00 52 19 0 55 3 8996.54 194972 88 0 88 60 296 -129 167 84 0 84 0.00 55 23 0 64 4 8996.57 195050 88 0 88 26 228 78 306 153 0 153 0.15 49 22 0 87 5 8996.55 194998 105 0 105 0 210 -52 158 79 0 79 0.03 34 14 0 71 6 8996.53 194946 107 0 107 0 214 -52 162 81 0 81 0.00 50 14 0 71 7 8996.53 194946 94 12 106 0 212 0 212 106 0 106 0.00 62 18 0 80 8 8996.52 194921 107 0 107 0 214 -25 189 95 0 95 0.02 51 16 0 99 9 8996.52 194921 107 0 107 0 214 0 214 107 1 108 0.07 46 17 0 96 10 8996.53 194946 107 0 107 0 214 25 239 120 1 121 0.19 26 18 0 110 11 8996.52 194921 70 0 70 0 140 -25 115 58 1 59 0.00 34 11 0 118 12 8996.57 195050 50 0 50 0 100 129 229 115 1 116 0.00 48 11 0 101 13 8996.53 194946 50 0 50 80 260 -104 156 78 1 79 0.00 58 16 0 106 14 8996.50 194869 50 0 50 99 298 -77 221 111 1 112 0.00 59 19 0 125 15 8996.55 194998 50 0 50 15 130 129 259 130 1 131 0.00 56 21 0 161 16 8996.62 195179 50 0 50 0 100 181 281 141 1 142 0.00 61 22 0 181 17 8996.68 195334 52 0 52 0 104 155 259 130 1 131 0.00 60 22 0 210 18 8996.77 195566 50 0 50 0 100 232 332 166 1 167 0.00 60 21 0 233 19 8996.86 195799 50 0 50 0 100 233 333 167 5 172 0.00 61 24 0 254 20 8996.97 196084 50 0 50 0 100 285 385 193 6 199 0.05 59 20 0 254 21 8997.06 196317 50 0 50 0 100 233 333 167 5 172 0.02 42 15 0 248 22 8997.13 196499 50 0 50 0 100 182 282 141 5 146 0.00 53 17 0 218 23 8997.23 196759 50 0 50 0 100 260 360 180 7 187 0.00 58 24 0 218 24 8997.39 197175 50 0 50 0 100 416 516 258 7 265 0.60 42 29 0 277 25 8997.49 197435 50 0 50 0 100 260 360 180 5 185 0.07 41 15 0 292 26 8997.57 197643 52 0 52 0 104 208 312 156 4 160 0.00 47 16 0 232 27 8997.68 197930 50 0 50 0 100 287 387 194 4 198 0.34 50 31 0 223 28 8997.78 198191 50 0 50 0 100 261 361 181 4 185 0.12 42 24 0 250 29 8997.87 198427 50 0 50 0 100 236 336 168 4 172 0.05 34 15 0 227 30 8997.96 198662 50 0 50 0 100 235 335 168 3 171 0.12 35 18 0 203 TOTAL CFS 2003 12 2015 404 4066 69 4135 4906 TOTAL AF 3277 4006 24 4030 808 4838 3277 8115 8115 138 8270 1.83 49 19 0 9812 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 05/13/05 WATER AND POWER CONTROL DIVISION TIME: 10:11:46 LOVELAND, COLORADO APRIL 2005 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) 71212 1 7900.12 70941 263 0 263 522 -271 257 130 -14 0 116 0.00 46 17 899 2 7899.92 70697 263 0 263 522 -244 284 143 -5 0 138 0.00 52 25 887 3 7899.74 70479 263 0 263 500 -218 288 152 -5 0 147 0.00 57 28 916 4 7899.59 70297 264 0 264 524 -182 348 175 65 0 240 0.08 54 27 994 5 7899.44 70115 265 0 265 526 -182 350 176 -26 0 150 0.00 40 19 1130 6 7899.24 69872 298 0 298 591 -243 354 178 -26 0 152 0.00 54 20 1170 7 7899.05 69642 299 0 299 593 -230 369 186 0 0 186 0.00 63 28 1290 8 7899.05 69642 203 0 203 403 0 409 206 -13 0 193 0.00 51 22 1420 9 7899.19 69811 115 0 115 228 169 403 203 0 1 204 0.00 46 27 1480 10 7899.38 70042 98 0 98 194 231 431 217 13 1 231 0.29 29 22 1310 11 7899.52 70212 99 0 99 196 170 372 188 -13 1 176 0.00 39 19 1110 12 7899.60 70309 99 0 99 196 97 299 151 65 1 217 0.00 53 20 968 13 7899.69 70418 98 0 98 194 109 309 156 28 1 185 0.00 62 28 887 14 7899.81 70564 99 0 99 196 146 348 175 61 1 237 0.00 62 23 949 15 7900.01 70806 67 19 86 171 242 419 211 80 1 292 0.00 61 24 1180 16 7900.29 71150 0 55 55 109 344 459 231 91 1 323 0.00 63 30 1390 17 7900.62 71555 0 55 55 109 405 520 262 78 1 341 0.00 62 28 1520 18 7900.98 71997 0 57 57 113 442 561 283 116 1 400 0.00 62 27 1710 19 7901.36 72470 0 62 62 123 473 602 304 117 5 426 0.00 64 27 1880 20 7901.74 72943 0 62 62 123 473 602 304 143 6 453 0.06 58 23 1950 21 7902.11 73405 0 62 62 123 462 591 298 117 5 420 0.00 44 20 1790 22 7902.43 73808 0 62 62 123 403 532 268 91 5 364 0.00 56 25 1570 23 7902.75 74211 0 62 62 123 403 532 268 130 7 405 0.00 63 34 1470 24 7903.16 74730 0 62 62 123 519 648 327 208 7 542 0.65 48 30 1630 25 7903.59 75279 0 62 62 123 549 678 342 130 5 477 0.00 44 24 1840 26 7903.93 75713 0 62 62 123 434 563 284 104 4 392 0.00 49 25 1800 27 7904.25 76125 0 62 62 123 412 541 273 144 4 421 0.23 53 33 1610 28 7904.61 76590 0 62 62 123 465 595 300 131 4 435 0.00 45 22 1610 29 7904.93 77003 0 65 65 129 413 549 277 118 4 399 0.00 36 22 1640 30 7905.22 77380 0 59 59 117 377 501 253 118 3 374 0.00 39 26 1550 TOTAL CFS 2793 930 3723 6921 2046 69 9036 41550 TOTAL AF 6168 5518 1845 7363 7363 6168 13714 13716 4058 138 17910 1.31 52 25 82337 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 05/13/05 WATER AND POWER CONTROL DIVISION TIME: 10:11:46 LOVELAND, COLORADO APRIL 2005 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) 8025 1 8120.65 8049 7 0 0 0 0 0 7 14 24 39 20 2 8120.78 8079 7 0 0 0 0 0 7 14 30 45 23 3 8120.95 8120 7 0 0 0 0 0 7 13 41 55 29 4 8121.09 8153 7 0 0 0 7 0 14 28 33 62 31 5 8121.30 8204 7 0 0 1 0 0 8 16 51 68 34 6 8120.37 7983 7 0 0 0 27 106 140 278 -221 58 29 7 8119.36 7749 7 0 0 2 0 150 159 315 -234 82 41 8 8119.76 7841 7 0 0 2 0 0 9 18 92 111 56 9 8120.12 7924 7 0 0 1 0 0 8 16 83 100 50 10 8120.45 8002 7 0 0 1 0 0 8 16 78 95 48 11 8120.69 8058 7 0 0 1 0 0 8 16 56 73 37 12 8119.67 7820 7 0 0 0 15 130 152 301 -238 64 32 13 8118.77 7615 7 0 0 3 0 150 160 317 -205 113 57 14 8119.30 7735 7 0 0 2 0 0 9 18 120 139 70 15 8120.01 7899 7 0 0 1 0 0 8 16 164 181 91 16 8120.86 8098 7 0 0 1 0 0 8 16 199 216 109 17 8121.84 8335 7 0 0 1 0 0 8 16 237 254 128 18 8121.84 8335 7 0 0 1 18 126 152 301 0 302 152 19 8121.08 8151 7 0 0 3 0 241 251 498 -184 315 159 20 8120.56 8027 7 0 0 3 0 220 230 456 -124 333 168 21 8119.85 7862 7 0 0 4 0 233 244 484 -165 320 161 22 8119.00 7667 7 0 0 4 0 233 244 484 -195 290 146 23 8119.54 7790 7 0 0 4 0 87 98 194 123 318 160 24 8120.95 8120 7 0 0 2 0 0 9 18 330 349 176 25 8121.12 8160 7 0 0 2 13 137 159 315 40 356 179 26 8120.46 8004 7 0 0 3 0 237 247 490 -156 335 169 27 8119.76 7841 7 0 0 3 0 237 247 490 -163 328 165 28 8119.08 7685 7 0 0 4 0 237 248 492 -156 337 170 29 8119.65 7816 7 0 0 4 0 83 94 186 131 318 160 30 8120.75 8072 7 0 0 2 0 0 9 18 256 275 139 TOTAL CFS 210 0 0 55 80 2607 2952 2989 TOTAL AF 47 419 0 0 110 160 5172 5854 5854 47 5931 5931 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 05/13/05 WATER AND POWER CONTROL DIVISION TIME: 10:11:46 LOVELAND, COLORADO APRIL 2005 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 94 186 159 0.00 20 0 0 184 365 90 0.00 21 0 0 184 365 82 0.00 22 0 0 184 365 90 0.00 23 0 0 84 167 93 0.00 24 0 0 127 252 94 0.00 25 0 0 184 365 94 0.00 26 0 0 184 365 94 0.00 27 0 0 119 236 94 0.00 28 0 0 130 258 95 0.00 29 0 0 184 365 95 0.00 30 0 0 184 365 93 0.00 TOTAL CFS 0 0 1842 1173 TOTAL AF 0 0 3654 3654 2327 0.00 1 PICK SLOAN MISSOURI BASIN PROGRAM UNITED STATES BUREAU OF RECLAMATION WESTERN DIVISION WATER AND POWER SYSTEM AS OF 05/13/05 WATER AND POWER CONTROL DIVISION TIME: 10:11:46 LOVELAND, COLORADO APRIL 2005 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 17671 1 8366.59 8366.64 17681 99 20 119 236 10 256 200 56 28 0.00 0.00 43 1 2 8366.60 8366.64 17687 2 20 22 44 6 60 0 60 30 0.00 0.00 50 7 3 8366.61 8366.64 17692 1 20 21 40 5 55 0 55 29 0.00 0.00 52 17 4 8366.59 8366.64 17681 1 20 21 42 -11 41 0 41 21 0.00 0.00 52 21 5 8366.59 8366.65 17694 1 20 21 42 13 65 0 65 33 0.05 0.08 47 25 6 8366.59 8366.66 17707 0 20 20 40 13 63 0 63 32 0.00 0.00 53 16 7 8366.58 8366.60 17623 88 20 108 214 -84 140 97 43 22 0.00 0.00 59 16 8 8366.58 8366.65 17689 139 20 159 315 66 391 268 123 62 0.00 0.00 61 20 9 8366.59 8366.69 17747 1 20 21 42 58 110 0 110 55 0.00 0.00 47 24 10 8366.65 8366.73 17831 1 20 21 42 84 136 0 136 69 0.10 0.11 39 23 11 8366.66 8366.74 17850 1 20 21 42 19 71 0 71 36 0.00 0.02 38 21 12 8366.69 8366.76 17892 1 20 21 42 42 94 0 94 47 0.00 0.00 51 15 13 8366.69 8366.79 17932 0 56 56 111 40 161 0 161 81 0.00 0.00 60 15 14 8366.70 8366.79 17937 1 145 146 290 5 305 0 305 154 0.00 0.00 62 23 15 8366.70 8366.74 17871 1 227 228 452 -66 396 0 396 200 0.00 0.00 63 21 16 8366.68 8366.75 17873 1 227 228 452 2 464 0 464 234 0.00 0.00 65 21 17 8366.68 8366.72 17833 1 355 356 706 -40 676 0 676 341 0.00 0.00 66 25 18 8366.67 8366.74 17855 38 305 343 680 22 712 0 712 359 0.00 0.00 64 23 19 8366.66 8366.72 17823 82 324 406 805 -32 783 0 783 395 0.00 0.00 63 21 20 8366.65 8366.76 17871 82 324 406 805 48 863 0 863 435 0.00 0.00 54 25 21 8366.66 8366.71 17810 82 324 406 805 -61 754 0 754 380 0.02 0.05 45 25 22 8366.64 8366.66 17733 82 276 358 710 -77 643 0 643 324 0.00 0.00 52 25 23 8366.61 8366.66 17718 170 76 246 488 -15 483 0 483 244 0.00 0.00 63 22 24 8366.60 8366.66 17713 233 20 253 502 -5 507 0 507 256 0.00 0.00 60 28 25 8366.60 8366.66 17713 230 20 250 496 0 506 0 506 255 0.32 0.02 60 30 26 8366.54 8366.60 17603 228 20 248 492 -110 392 0 392 198 0.00 0.00 49 21 27 8366.60 8366.66 17713 221 20 241 478 110 598 192 406 205 0.03 0.05 53 28 28 8366.55 8366.61 17621 229 20 249 494 -92 412 52 360 182 0.20 0.19 51 31 29 8366.55 8366.60 17608 253 20 273 541 -13 538 242 296 149 0.18 0.37 41 25 30 8366.55 8366.62 17634 255 20 275 545 26 581 262 319 161 0.02 0.08 39 21 TOTAL CFS 2524 3019 5543 5017 53 21 TOTAL AF -37 5006.2 5993 10993 10993 -37 11256 1313 9943 9950 0.92 0.97 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 05/13/05 WATER AND POWER CONTROL DIVISION TIME: 10:11:46 LOVELAND, COLORADO APRIL 2005 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) 185712 1 8218.76 185585 101 20 0 1.0 122 242 -127 138 70 20 0 0 50 78 0 2 8218.77 185627 0 20 0 1.0 21 42 42 107 54 20 0 0 34 64 0 3 8218.80 185755 0 20 0 1.0 21 40 128 191 100 20 0 0 80 109 0 4 8218.83 185882 0 20 0 1.0 21 42 127 192 97 20 0 0 77 98 0 5 8218.87 186053 0 20 0 1.0 21 42 171 236 119 20 0 0 99 132 0 6 8218.93 186308 0 20 0 1.0 21 42 255 320 161 20 106 0 35 67 0 7 8219.05 186820 49 20 0 1.0 70 139 512 674 340 20 150 0 170 192 0 8 8219.01 186650 135 20 0 1.0 156 309 -170 162 82 20 0 0 62 124 0 9 8219.04 186778 0 20 0 1.0 21 42 128 193 97 20 0 0 77 132 0 10 8219.10 187034 0 20 0 1.0 21 42 256 321 162 20 0 0 142 211 0 11 8219.12 187119 0 20 0 1.0 21 42 85 150 76 20 0 0 56 92 0 12 8219.20 187461 0 20 0 1.0 21 42 342 407 205 20 130 0 55 102 0 13 8219.33 188017 0 20 0 1.0 21 42 556 621 313 56 150 0 107 188 0 14 8219.41 188360 0 20 0 1.0 21 42 343 408 206 145 0 0 61 215 0 15 8219.53 188875 0 20 0 1.0 21 42 515 580 292 227 0 0 65 265 0 16 8219.66 189433 0 20 0 1.0 21 42 558 623 314 227 0 0 87 321 0 17 8219.83 190165 0 20 0 1.0 21 42 732 797 402 355 0 0 47 388 0 18 8220.06 191157 0 20 0 1.0 21 42 992 1057 533 305 126 0 102 461 0 19 8220.40 192628 0 20 0 1.0 21 42 1471 1536 774 324 241 94 115 510 25 20 8220.79 194323 0 20 0 1.0 21 42 1695 1760 887 324 220 184 159 594 24 21 8221.16 195937 0 20 0 1.0 21 42 1614 1679 846 324 233 184 105 485 24 22 8221.49 197383 0 20 0 1.0 21 42 1446 1511 762 276 233 184 69 393 24 23 8221.67 198174 0 20 0 1.0 21 42 791 856 432 76 87 84 185 429 23 24 8221.85 198967 0 20 0 1.0 21 42 793 858 433 20 0 127 286 542 24 25 8222.10 200070 0 20 0 1.0 21 42 1103 1169 589 20 137 184 248 503 27 26 8222.35 201177 0 20 0 1.0 21 42 1107 1173 591 20 237 184 150 348 24 27 8222.59 202242 97 20 0 1.0 118 234 1065 1323 667 20 237 119 291 496 23 28 8222.81 203221 26 20 0 1.0 47 93 979 1096 553 20 237 130 166 348 25 29 8222.96 203890 122 20 0 1.0 143 284 669 977 493 20 83 184 206 355 26 30 8223.03 204203 132 20 0 1.0 153 303 313 640 323 20 0 184 119 280 25 TOTAL CFS 662 600 0 30.0 1292 10973 3019 2607 1842 3505 8522 294 TOTAL AF 18491 1313 1198 0 59.4 2568 2568 18491 21755 21755 5993 5172 3654 6944 16895 588 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 05/13/05 WATER AND POWER CONTROL DIVISION TIME: 10:11:46 LOVELAND, COLORADO APRIL 2005 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. 751 2815 1 39.85 73.26 925 2758 117 196.4 99.0 0.00 9.9 5.0 16.0 52.0 0 193 0 0.00 51 23 2 39.84 72.90 924 2696 -63 4.0 2.0 0.00 7.9 4.0 26.0 56.0 0 2 0 0.00 55 32 3 39.43 72.59 907 2643 -70 1.9 1.0 0.00 7.6 4.0 23.0 55.0 0 0 0 0.00 59 27 4 39.02 72.31 890 2596 -64 2.0 1.0 0.00 7.9 4.0 26.0 55.0 0 0 0 0.00 57 37 5 38.58 72.03 872 2549 -65 2.0 1.0 0.00 7.9 4.0 24.0 54.0 0 0 0 0.00 48 36 6 38.12 71.72 853 2498 -70 0.0 0.0 0.00 7.9 4.0 23.0 54.0 0 0 0 0.00 57 25 7 31.98 73.82 614 2855 118 174.5 88.0 0.00 4.0 2.0 29.0 56.0 0 6 0 0.00 63 22 8 38.69 73.64 876 2824 231 275.7 139.0 0.00 4.0 2.0 33.0 55.0 0 5 0 0.00 56 29 9 38.39 73.51 864 2801 -35 2.0 1.0 0.00 4.0 2.0 32.0 49.0 0 0 0 0.00 49 33 10 37.87 73.40 843 2782 -40 2.0 1.0 0.00 4.0 2.0 32.0 51.0 0 0 0 0.12 35 26 11 37.46 73.20 826 2747 -52 2.0 1.0 0.00 4.0 2.0 29.0 54.0 0 0 0 0.04 42 25 12 37.22 72.91 817 2697 -59 2.0 1.0 0.00 4.0 2.0 24.0 53.0 0 0 0 0.00 55 30 13 36.96 72.78 806 2675 -33 0.0 0.0 0.00 4.0 2.0 29.0 44.0 0 0 0 0.00 56 21 14 36.68 72.68 795 2658 -28 2.0 1.0 0.00 35.7 18.0 34.0 31.0 0 0 0 0.00 64 28 15 36.40 72.39 784 2609 -60 2.0 1.0 0.00 75.4 38.0 40.0 33.0 0 0 0 0.00 49 29 16 36.12 71.90 773 2527 -93 2.0 1.0 0.00 101.2 51.0 43.0 40.0 0 0 0 0.00 61 25 17 35.86 71.55 762 2470 -68 2.0 1.0 0.00 103.1 52.0 59.0 42.0 0 0 0 0.00 64 31 18 28.09 73.34 479 2771 18 75.4 38.0 0.00 105.1 53.0 75.0 51.0 0 78 0 0.00 63 30 19 32.37 73.06 629 2723 102 162.6 82.0 0.00 134.9 68.0 88.0 51.0 37 160 0 0.00 53 30 20 36.05 72.62 770 2648 66 162.6 82.0 0.00 174.5 88.0 90.0 51.0 40 158 0 0.12 45 34 21 36.00 72.95 768 2704 54 162.6 82.0 0.00 172.6 87.0 82.0 50.0 31 157 0 0.00 45 33 22 32.67 72.64 640 2651 -181 162.6 82.0 0.00 390.7 197.0 75.0 51.0 26 155 0 0.00 47 32 23 33.73 71.71 680 2496 -115 337.2 170.0 0.00 491.9 248.0 69.0 49.0 19 331 0 0.00 57 34 24 37.67 70.99 835 2379 38 462.1 233.0 0.00 495.9 250.0 86.0 50.0 36 451 0 0.28 47 30 25 38.79 70.98 881 2378 45 456.2 230.0 0.00 495.9 250.0 92.0 50.0 42 446 0 0.12 48 33 26 37.32 71.23 821 2418 -20 452.2 228.0 0.00 543.5 274.0 86.0 50.0 34 446 0 0.00 51 30 27 35.09 71.68 732 2491 -16 438.3 221.0 2.00 547.4 276.0 97.0 52.0 44 453 0 0.36 44 28 28 32.83 72.18 646 2574 -3 454.2 229.0 2.00 537.5 271.0 91.0 53.0 40 449 0 0.60 34 23 29 32.85 72.33 646 2599 25 501.8 253.0 2.00 531.6 268.0 76.0 51.0 25 499 0 0.28 35 18 30 35.05 71.92 730 2531 16 505.8 255.0 2.00 529.6 267.0 69.0 51.0 16 500 0 0.04 35 15 TOTAL CFS 2524.0 2795.0 1598.0 1494.0 390 TOTAL AF -21 -284 -305 15.87 3168. 2959. 774 4489 0 1.96 51 28 5006.2 5543.5 NOTE: USE FACTOR OF 1.98347 TO CONVERT CFS TO AF/DAY, 0.50417 TO CONVERT AF/DAY TO CFS FACTORS=2.066116 AND.483988 FOR 25 HR/DAY; 1.900825 AND .526087 FOR 23 HR/DAY 1 EAST PORTAL ADAMS TUNNEL MINUS WIND RIVER 1 PICK SLOAN MISSOURI BASIN PROGRAM UNITED STATES BUREAU OF RECLAMATION WESTERN DIVISION WATER AND POWER SYSTEM AS OF 05/13/05 WATER AND POWER CONTROL DIVISION TIME: 10:11:46 LOVELAND, COLORADO APRIL 2005 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 99.0 0.0 2.0 15.0 115.0 228 5.0 52.0 57.0 113 117 16.0 2 2.0 0.0 1.0 17.0 28.0 56 4.0 56.0 60.0 119 -63 26.0 3 1.0 0.0 1.0 19.0 24.0 46 4.0 55.0 59.0 112 -70 23.0 4 1.0 0.0 1.0 21.0 27.0 54 4.0 55.0 59.0 117 -64 26.0 5 1.0 0.0 1.0 21.0 25.0 50 4.0 54.0 58.0 115 -65 24.0 6 0.0 0.0 1.0 19.0 23.0 46 4.0 54.0 58.0 115 -70 23.0 7 88.0 0.0 2.0 22.0 117.0 232 2.0 56.0 58.0 115 118 29.0 8 139.0 0.0 2.0 26.0 172.0 341 2.0 55.0 57.0 113 231 33.0 9 1.0 0.0 2.0 24.0 33.0 65 2.0 49.0 51.0 101 -35 32.0 10 1.0 0.0 2.0 23.0 33.0 65 2.0 51.0 53.0 105 -40 32.0 11 1.0 0.0 2.0 21.0 30.0 60 2.0 54.0 56.0 111 -52 29.0 12 1.0 0.0 2.0 21.0 25.0 50 2.0 53.0 55.0 109 -59 24.0 13 0.0 0.0 2.0 23.0 29.0 58 2.0 44.0 46.0 91 -33 29.0 14 1.0 0.0 2.0 28.0 35.0 69 18.0 31.0 49.0 97 -28 34.0 15 1.0 0.0 2.0 35.0 41.0 81 38.0 33.0 71.0 141 -60 40.0 16 1.0 0.0 2.0 37.0 44.0 87 51.0 40.0 91.0 180 -93 43.0 17 1.0 0.0 2.0 50.0 60.0 119 52.0 42.0 94.0 186 -68 59.0 18 38.0 0.0 2.0 67.0 113.0 224 53.0 51.0 104.0 206 18 75.0 19 82.0 0.0 3.0 78.0 170.0 337 68.0 51.0 119.0 236 102 88.0 20 82.0 0.0 3.0 79.0 172.0 341 88.0 51.0 139.0 276 66 90.0 21 82.0 0.0 3.0 71.0 164.0 325 87.0 50.0 137.0 272 54 82.0 22 82.0 0.0 3.0 60.0 157.0 311 197.0 51.0 248.0 492 -181 75.0 23 170.0 0.0 3.0 56.0 239.0 474 248.0 49.0 297.0 589 -115 69.0 24 233.0 0.0 3.0 67.0 319.0 633 250.0 50.0 300.0 595 38 86.0 25 230.0 0.0 4.0 69.0 322.0 639 250.0 50.0 300.0 595 45 92.0 26 228.0 0.0 4.0 60.0 314.0 623 274.0 50.0 324.0 643 -20 86.0 27 221.0 2.0 4.0 58.0 318.0 631 276.0 52.0 328.0 651 -16 97.0 28 229.0 2.0 4.0 62.0 320.0 635 271.0 53.0 324.0 643 -3 91.0 29 253.0 2.0 5.0 54.0 329.0 653 268.0 51.0 319.0 633 25 76.0 30 255.0 2.0 4.0 53.0 324.0 643 267.0 51.0 318.0 631 16 69.0 TOTAL CFS 2524.0 74.0 1256.0 4122.0 2795.0 1494.0 4289.0 1598.0 AF 5006.2 15.9 146.8 2489.7 8173.9 8176 5543.5 2958.8 8502.2 8502 -305 3167.7 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 05/13/05 WATER AND POWER CONTROL DIVISION TIME: 10:11:46 LOVELAND, COLORADO APRIL 2005 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 1918 304 100324 129846 1 77.0 1900 61.3 300 0.0 350.9 0.0 0.0 0.0 219.5 0.0 0.0 61.1 5748.39 100324 5416.13 129846 0 2 76.9 1891 61.9 320 0.0 350.8 0.0 0.0 0.0 219.5 0.0 0.0 61.6 5748.34 100269 5416.13 129846 0 3 76.8 1882 62.5 340 0.0 350.7 0.0 0.0 0.0 219.5 0.0 0.0 34.6 5748.24 100159 5416.13 129846 0 4 76.8 1882 63.0 357 0.0 350.6 0.0 0.0 0.0 219.5 0.0 0.0 62.8 5748.17 100082 5416.09 129773 0 5 76.8 1882 63.5 375 0.0 350.3 0.0 0.0 0.0 219.4 0.0 0.0 63.3 5747.99 99884 5416.07 129736 0 6 76.7 1873 64.0 392 0.0 350.1 0.0 0.0 0.0 219.3 0.0 0.0 63.8 5747.81 99686 5415.90 129424 0 7 76.5 1855 64.5 410 0.0 350.0 0.0 0.0 0.0 219.3 0.0 0.0 64.3 5747.76 99631 5415.86 129351 0 8 76.4 1846 65.0 429 0.0 349.8 0.0 0.0 0.0 219.3 0.0 0.0 64.8 5747.61 99467 5415.85 129332 0 9 76.2 1829 65.5 447 0.0 349.7 0.0 0.0 0.0 219.2 0.0 0.0 65.3 5747.53 99379 5415.86 129351 0 10 76.1 1820 66.0 467 0.0 349.6 0.0 0.0 0.0 219.2 0.0 0.0 65.8 5747.48 99324 5415.86 129351 0 11 76.1 1820 66.4 482 0.0 349.4 0.0 0.0 0.0 219.2 0.0 0.0 66.2 5747.38 99215 5415.89 129406 0 12 76.0 1811 66.9 502 0.0 349.2 0.0 0.0 0.0 219.1 0.0 0.0 66.7 5747.23 99050 5415.88 129387 0 13 73.7 1617 70.7 663 0.0 349.0 0.0 0.0 0.0 219.1 0.0 0.0 67.8 5747.08 98886 5415.87 129369 0 14 73.6 1609 68.5 567 0.0 348.9 0.0 0.0 0.0 219.0 0.0 0.0 69.4 5746.98 98776 5415.87 129369 29 15 72.8 1546 70.1 636 0.0 348.7 0.0 0.0 0.0 219.0 0.0 0.0 69.6 5746.86 98645 5415.88 129387 69 16 73.8 1625 68.4 563 0.0 348.6 0.0 0.0 0.0 218.9 0.0 0.0 69.3 5746.78 98558 5415.81 129259 98 17 74.8 1708 66.4 482 0.0 348.4 0.0 0.0 0.0 218.9 0.0 0.0 67.4 5746.68 98448 5415.84 129314 100 18 72.3 1508 71.4 694 0.0 348.3 0.0 0.0 0.0 218.9 0.0 0.0 68.0 5746.58 98339 5415.63 128929 105 19 73.7 1617 68.3 559 0.0 348.1 0.0 0.0 0.0 218.8 0.0 0.0 70.0 5746.48 98230 5415.57 128819 132 20 72.7 1538 69.2 597 0.0 347.9 0.0 0.0 0.0 218.8 0.0 0.0 68.4 5746.33 98066 5415.56 128801 173 21 71.6 1456 65.9 463 0.0 347.8 0.0 0.0 0.0 218.7 0.0 0.0 67.8 5746.23 97957 5415.61 128893 170 22 70.8 1398 64.8 421 0.0 347.6 0.0 0.0 0.0 218.7 0.0 0.0 65.0 5746.12 97837 5415.79 129222 77 23 70.6 1384 65.6 451 0.0 347.4 0.0 0.0 0.0 218.6 0.0 0.0 63.9 5745.97 97673 5415.91 129442 0 24 70.9 1405 65.3 440 0.0 347.2 0.0 0.0 0.0 218.6 0.0 0.0 64.1 5745.87 97564 5416.07 129736 0 25 70.9 1405 65.7 455 0.0 347.0 0.0 0.0 0.0 218.5 0.0 0.0 64.9 5745.67 97346 5416.22 130012 0 26 71.2 1427 66.4 482 0.0 347.0 0.0 0.0 0.0 218.5 0.0 0.0 65.0 5745.67 97346 5416.35 130251 0 27 71.9 1478 66.4 482 0.0 346.8 0.0 0.0 0.0 218.5 0.0 0.0 64.8 5745.57 97237 5416.57 130657 0 28 72.8 1546 66.4 482 0.0 346.6 0.0 0.0 0.0 218.4 0.0 0.0 66.5 5745.42 97074 5416.77 131026 0 29 73.2 1578 67.4 522 0.0 346.6 0.0 0.0 0.0 218.4 0.0 0.0 65.9 5745.42 97074 5416.92 131303 0 30 73.7 1617 68.0 546 0.0 346.5 0.0 0.0 0.0 218.4 0.0 0.0 66.4 5745.37 97019 5417.13 131692 0 TOTAL CFS 0.0 TOTAL AF -301 242 0.0 0.0 0.0 0.0 0.0 0.0 -3305 1846 953 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 05/13/05 WATER AND POWER CONTROL DIVISION TIME: 10:11:46 LOVELAND, COLORADO APRIL 2005 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 14.00 0.00 0.00 26.05 2 0.00 0.00 0.00 0.00 0.00 0.00 29.00 0.00 0.00 24.00 3 0.00 0.00 0.00 0.00 0.00 0.00 30.00 0.00 0.00 24.20 4 0.00 0.00 0.00 0.00 0.00 0.00 27.00 0.00 0.00 22.00 5 0.00 0.00 0.00 0.00 0.00 0.00 25.00 0.00 0.00 21.00 6 0.00 0.00 0.00 0.00 0.00 0.00 25.00 0.00 0.00 20.00 7 0.00 0.00 0.00 0.00 0.00 0.00 25.00 0.00 0.00 19.00 8 0.00 0.00 0.00 0.00 0.00 0.00 25.00 0.00 0.00 20.00 9 0.00 0.00 0.00 0.00 0.00 0.00 25.00 0.00 0.00 20.00 10 0.00 0.00 0.00 0.00 0.00 0.00 25.00 0.00 0.00 19.00 11 0.00 0.00 0.00 0.00 0.00 0.00 25.00 0.00 0.00 19.00 12 0.00 0.00 0.00 0.00 0.00 0.00 25.00 0.00 0.00 19.00 13 0.00 0.00 0.00 0.00 0.00 0.00 12.00 0.00 0.00 25.70 14 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 31.65 15 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 28.00 16 0.00 0.00 0.00 0.00 0.00 0.00 0.00 10.60 0.00 28.00 17 0.00 0.00 0.00 0.00 0.00 0.00 0.00 15.00 0.00 27.00 18 0.00 0.00 4.00 0.00 0.00 0.00 0.00 15.00 0.00 27.00 19 0.00 0.00 8.00 0.00 0.00 0.00 0.00 38.00 0.00 27.00 20 0.00 0.00 8.00 0.00 0.00 0.00 0.00 63.00 0.00 30.00 21 0.00 0.00 8.00 0.00 0.00 0.00 0.00 57.00 0.00 122.00 22 0.00 0.00 8.00 0.00 0.00 0.00 0.00 51.00 0.00 173.00 23 0.00 0.00 8.00 0.00 0.00 0.00 0.00 45.00 0.00 180.00 24 0.00 0.00 8.00 0.00 0.00 0.00 0.00 36.00 0.00 188.00 25 0.00 0.00 8.00 0.00 0.00 0.00 0.00 38.00 0.00 187.00 26 0.00 0.00 8.00 0.00 0.00 0.00 0.00 40.50 0.00 184.00 27 0.00 0.00 8.00 0.00 0.00 0.00 0.00 40.50 0.00 186.00 28 0.00 0.00 8.00 0.00 0.00 0.00 0.00 36.00 0.00 187.00 29 0.00 0.00 8.00 0.00 0.00 0.00 0.00 46.00 0.00 175.00 30 0.00 0.00 8.00 0.00 0.00 0.00 0.00 45.00 0.00 178.00 TOTAL CFS 0.00 0.00 100.00 0.00 0.00 0.00 312.00 576.60 0.00 2237.60 TOTAL AF 0.00 0.00 198.35 0.00 0.00 0.00 616.36 1143.67 0.00 4436.21 ADJUSTMENT AF 19.20 TOTAL FLOW OR DELIVERY AF 4417.01 METERED DELIVERY AF 544.60 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 05/13/05 WATER AND POWER CONTROL DIVISION TIME: 10:11:46 LOVELAND, COLORADO APRIL 2005 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) 12357.50 1 0.00 0.00 0.00 3.95 0.00 0.00 3.95 12365.40 2 0.00 0.00 3.55 5.00 0.00 0.00 8.55 12382.50 3 0.00 0.00 4.80 4.80 0.00 0.00 9.60 12401.70 4 0.00 26.05 5.00 5.00 0.00 0.00 36.05 12473.80 5 0.00 25.00 5.00 5.00 0.00 0.00 35.00 12543.80 6 0.00 25.00 5.00 5.00 0.00 0.00 35.00 12613.80 7 0.00 25.00 5.00 5.00 0.00 0.00 35.00 12683.80 8 0.00 25.00 5.00 5.00 0.00 0.00 35.00 12753.80 9 0.00 25.00 1.45 5.00 0.00 0.00 31.45 12816.70 10 0.00 25.00 0.00 5.00 0.00 0.00 30.00 12876.70 11 0.00 23.15 2.15 5.00 0.00 0.00 30.30 12937.30 12 0.00 24.50 3.00 5.00 0.00 0.00 32.50 13002.30 13 0.00 25.00 3.00 2.30 0.00 0.00 30.30 13062.90 14 0.00 29.15 0.90 3.35 0.00 0.00 33.40 13129.70 15 0.00 30.00 0.00 5.00 0.00 0.00 35.00 13199.70 16 0.00 30.00 10.65 5.00 0.00 0.00 45.65 13291.00 17 0.00 30.00 15.00 5.00 0.00 0.00 50.00 13391.00 18 0.00 30.00 15.00 5.00 8.25 0.00 58.25 13507.50 19 0.00 30.00 15.00 5.00 16.50 0.00 66.50 13640.50 20 0.00 30.00 15.00 5.00 16.50 0.00 66.50 13773.50 21 0.00 30.00 15.00 5.00 16.50 0.00 66.50 13906.50 22 0.00 30.00 15.00 5.00 15.95 0.00 65.95 14038.40 23 0.00 21.25 15.00 5.00 15.50 0.00 56.75 14151.90 24 0.00 15.00 15.00 5.00 15.50 0.00 50.50 14252.90 25 0.00 15.00 15.00 5.00 15.50 0.00 50.50 14353.90 26 0.00 11.00 15.00 5.00 14.35 0.00 45.35 14444.60 27 0.00 9.00 15.00 5.00 12.05 0.00 41.05 14526.70 28 0.00 9.00 15.00 5.00 11.00 0.00 40.00 14606.70 29 0.00 9.00 15.00 5.00 11.00 0.00 40.00 14686.70 30 0.00 9.00 15.00 5.00 11.00 0.00 40.00 14766.70 TOTAL CFS 0.00 616.10 264.50 144.40 179.60 0.00 1204.60 TOTAL AF 0.00 1232.20 529.00 288.80 359.20 0.00 2409.20 14766.70 METERED DELIVERY AF 14.90 1853.00 19.20 0.00 1380.00 3267.10 18033.80 TOTAL FLOW OR DELIVERY AF * 14.90 3085.20 529.00 308.00 359.20 1380.00 5676.30 18033.80 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 APRIL 2005 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 7. 1. 0.00 0.00 23. 10. 0.00 0.00 0.00 7. 0.00 12. 2 0.00 0.00 7. 1. 0.00 0.00 23. 10. 0.00 0.00 0.00 11. 0.00 18. 3 0.00 0.00 7. 1. 0.00 0.00 23. 10. 0.00 0.00 0.00 7. 0.00 12. 4 0.15 0.08 7. 1. 0.00 0.00 23. 10. 0.00 0.00 0.00 14. 0.00 23. 5 0.03 0.00 7. 1. 0.05 0.08 23. 10. 0.00 0.00 0.00 20. 0.14 12. 6 0.00 0.00 7. 1. 0.00 0.00 23. 10. 0.00 0.00 0.00 10. 0.00 17. 7 0.00 0.00 7. 1. 0.00 0.00 23. 10. 0.00 0.00 0.00 13. 0.00 21. 8 0.02 0.00 7. 1. 0.00 0.00 23. 10. 0.00 0.00 0.00 9. 0.01 14. 9 0.07 0.00 7. 1. 0.00 0.00 23. 10. 0.00 0.00 0.00 7. 0.00 12. 10 0.19 0.29 7. 1. 0.10 0.11 23. 10. 0.12 0.00 0.44 0. 0.47 0. 11 0.00 0.00 7. 1. 0.00 0.02 23. 10. 0.04 0.39 0.00 9. 0.01 14. 12 0.00 0.00 7. 1. 0.00 0.00 23. 10. 0.00 0.00 0.00 15. 0.00 25. 13 0.00 0.00 7. 1. 0.00 0.00 23. 10. 0.00 0.00 0.00 10. 0.00 17. 14 0.00 0.00 7. 1. 0.00 0.00 23. 10. 0.00 0.00 0.00 15. 0.00 26. 15 0.00 0.00 7. 1. 0.00 0.00 23. 10. 0.00 0.00 0.00 14. 0.00 23. 16 0.00 0.00 7. 1. 0.00 0.00 23. 10. 0.00 0.00 0.00 10. 0.00 17. 17 0.00 0.00 7. 1. 0.00 0.00 23. 10. 0.00 0.00 0.00 13. 0.00 22. 18 0.00 0.00 7. 1. 0.00 0.00 23. 10. 0.00 0.00 0.00 20. 0.00 33. 19 0.00 0.00 7. 1. 0.00 0.00 24. 10. 0.00 0.00 0.00 7. 0.00 11. 20 0.05 0.06 7. 1. 0.00 0.00 24. 10. 0.12 0.00 0.18 25. 0.55 -15. 21 0.02 0.00 7. 1. 0.02 0.05 24. 10. 0.00 0.00 0.01 27. 0.22 13. 22 0.00 0.00 7. 1. 0.00 0.00 24. 10. 0.00 0.14 0.00 9. 0.00 16. 23 0.00 0.00 7. 1. 0.00 0.00 24. 10. 0.00 0.00 0.00 11. 0.00 19. 24 0.60 0.65 7. 1. 0.00 0.00 24. 10. 0.28 0.00 0.15 -7. 0.00 11. 25 0.07 0.00 7. 1. 0.32 0.02 24. 10. 0.12 0.23 0.08 15. 0.11 21. 26 0.00 0.00 7. 1. 0.00 0.00 24. 10. 0.00 0.00 0.03 5. 0.00 12. 27 0.34 0.23 7. 1. 0.03 0.05 24. 10. 0.36 0.00 0.61 0. 0.27 0. 28 0.12 0.00 7. 1. 0.20 0.19 24. 10. 0.60 0.00 0.56 -13. 0.55 -21. 29 0.05 0.00 7. 1. 0.18 0.37 24. 10. 0.28 1.05 0.00 0. 0.36 0. 30 0.12 0.00 7. 1. 0.02 0.08 24. 10. 0.04 0.00 0.00 0. 0.04 0. TOTALS 1.83 1.31 202. 38. 0.92 0.97 707. 301. 1.96 1.81 2.06 284. 2.73 388. 1 UPPER COLORADO RIVER DAILY DATA COLLECTION FOR APRIL 2005 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 78 21 43 1 0.00 20 7 130 263 46 17 0.00 2 64 21 50 7 0.00 23 7 143 263 52 25 0.00 3 109 21 52 17 0.00 29 7 152 263 57 28 0.00 4 98 21 52 21 0.00 31 7 175 264 54 27 0.08 5 132 21 47 25 0.05 34 8 176 265 40 19 0.00 6 67 21 53 16 0.00 29 7 178 298 54 20 0.00 7 192 21 59 16 0.00 41 9 186 299 63 28 0.00 8 124 21 61 20 0.00 56 9 206 203 51 22 0.00 9 132 21 47 24 0.00 50 8 203 115 46 27 0.00 10 211 21 39 23 0.10 48 8 217 98 29 22 0.29 11 92 21 38 21 0.00 37 8 188 99 39 19 0.00 12 102 21 51 15 0.00 32 7 151 99 53 20 0.00 13 188 21 60 15 0.00 57 10 156 98 62 28 0.00 14 215 21 62 23 0.00 70 9 175 99 62 23 0.00 15 265 21 63 21 0.00 91 8 211 86 61 24 0.00 16 321 21 65 21 0.00 109 8 231 55 63 30 0.00 17 388 21 66 25 0.00 128 8 262 55 62 28 0.00 18 461 21 64 23 0.00 152 8 283 57 62 27 0.00 19 510 21 63 21 0.00 159 10 304 62 64 27 0.00 20 594 21 54 25 0.00 168 10 304 62 58 23 0.06 21 485 21 45 25 0.02 161 11 298 62 44 20 0.00 22 393 21 52 25 0.00 146 11 268 62 56 25 0.00 23 429 21 63 22 0.00 160 11 268 62 63 34 0.00 24 542 21 60 28 0.00 176 9 327 62 48 30 0.65 25 503 21 60 30 0.32 179 9 342 62 44 24 0.00 26 348 21 49 21 0.00 169 10 284 62 49 25 0.00 27 496 21 53 28 0.03 165 10 273 62 53 33 0.23 28 348 21 51 31 0.20 170 11 300 62 45 22 0.00 29 355 21 41 25 0.18 160 11 277 65 36 22 0.00 30 280 21 39 21 0.02 139 9 253 59 39 26 0.00