1 PICK SLOAN MISSOURI BASIN PROGRAM UNITED STATES BUREAU OF RECLAMATION WESTERN DIVISION WATER AND POWER SYSTEM AS OF 02/22/01 WATER AND POWER CONTROL DIVISION TIME: 11:22:41 LOVELAND, COLORADO APRIL 1997 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) 215759 1 9004.31 215843 101 0 101 0 202 84 286 143 0 143 0.06 47 21 0 135 2 9004.34 215927 101 0 101 0 202 84 286 143 0 143 0.00 38 15 0 125 3 9004.37 216011 101 0 101 0 202 84 286 143 0 143 0.00 52 22 0 149 4 9004.44 216208 101 0 101 0 202 197 399 200 0 200 0.18 45 12 0 158 5 9004.48 216320 101 0 101 0 202 112 314 157 0 157 0.00 26 4 0 153 6 9004.49 216348 101 0 101 0 202 28 230 115 0 115 0.00 30 4 0 152 7 9004.52 216432 101 0 101 0 202 84 286 143 0 143 0.00 38 5 0 159 8 9004.53 216460 104 0 104 26 260 28 288 144 0 144 0.01 40 17 0 163 9 9004.45 216236 101 0 101 141 484 -224 260 130 0 130 0.00 44 25 0 122 10 9004.43 216180 91 53 144 55 398 -56 342 171 0 171 0.30 37 1 0 130 11 9004.36 215983 80 125 205 37 484 -197 287 144 0 144 0.01 24 -2 0 62 12 9004.27 215732 84 121 205 42 494 -251 243 122 0 122 0.00 26 -2 0 102 13 9004.20 215536 84 121 205 41 492 -196 296 148 0 148 0.00 34 -1 0 140 14 9003.96 214866 93 239 332 138 940 -670 270 135 0 135 0.00 43 8 0 18 15 9003.69 214114 97 262 359 125 968 -752 216 108 0 108 0.00 46 18 0 123 16 9003.46 213475 100 259 359 136 990 -639 351 176 0 176 0.00 53 17 0 136 17 9003.22 212811 100 259 359 136 990 -664 326 163 0 163 0.00 58 18 0 172 18 9002.97 212120 100 230 330 169 998 -691 307 154 0 154 0.00 55 18 0 253 19 9002.73 211459 100 225 325 200 1050 -661 389 195 0 195 0.00 58 20 0 258 20 9002.57 211019 100 225 325 200 1050 -440 610 305 0 305 0.33 53 30 0 276 21 9002.40 210553 100 225 325 160 970 -466 504 252 0 252 0.18 34 20 0 348 22 9002.25 210142 100 225 325 117 884 -411 473 237 0 237 0.08 40 21 0 254 23 9002.03 209540 100 225 325 188 1026 -602 424 212 0 212 0.05 46 21 0 245 24 9001.75 208777 100 225 325 233 1116 -763 353 177 0 177 0.00 34 23 0 256 25 9001.49 208070 96 268 364 237 1202 -707 495 248 0 248 0.04 48 25 0 198 26 9001.21 207311 100 264 364 237 1202 -759 443 222 0 222 0.00 47 15 0 196 27 9001.00 206744 100 264 364 158 1044 -567 477 239 0 239 0.07 56 19 0 202 28 9000.76 206096 100 264 364 210 1148 -648 500 250 0 250 0.03 51 32 0 235 29 9000.55 205531 100 264 364 237 1202 -565 637 319 0 319 0.23 45 23 0 283 30 9000.29 204833 100 264 364 237 1202 -698 504 252 0 252 0.03 41 23 0 267 TOTAL CFS 2937 4607 7544 3460 5547 0 5547 5470 TOTAL AF -10926 5874 9214 15088 6920 22008 -10926 11082 11082 0 11094 1.60 43 16 0 10940 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 02/22/01 WATER AND POWER CONTROL DIVISION TIME: 11:22:41 LOVELAND, COLORADO APRIL 1997 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) 70151 1 7899.03 69617 502 0 502 996 -534 468 236 42 0 278 0.17 43 22 2007 2 7898.57 69067 500 0 500 992 -550 448 226 42 0 268 0.00 43 19 1920 3 7898.15 68564 500 0 500 992 -503 495 250 42 0 292 0.00 55 25 1853 4 7897.74 68078 501 0 501 994 -486 514 259 99 0 358 0.00 47 18 1904 5 7897.32 67582 501 0 501 994 -496 504 254 56 0 310 0.00 22 -1 2003 6 7896.90 67088 499 0 499 990 -494 502 253 14 0 267 0.47 35 9 1882 7 7896.49 66611 497 0 497 986 -477 515 260 42 0 302 0.00 43 14 1799 8 7896.09 66146 498 0 498 988 -465 529 267 40 0 307 0.21 46 20 1764 9 7895.61 65593 499 0 499 990 -553 443 223 29 0 252 0.17 47 22 1797 10 7895.22 65146 496 0 496 984 -447 543 274 27 0 301 0.15 35 8 1825 11 7894.82 64689 494 0 494 980 -457 529 267 -62 0 205 0.00 25 7 1751 12 7894.48 64305 497 0 497 986 -384 608 307 -84 0 223 0.00 27 8 1660 13 7894.21 64000 496 0 496 984 -305 685 345 -57 0 288 0.00 37 13 1621 14 7893.95 63706 495 0 495 982 -294 694 350 -197 0 153 0.00 48 17 1612 15 7893.90 63650 507 0 507 1006 -56 956 482 -251 0 231 0.00 52 25 1624 16 7893.88 63628 503 0 503 998 -22 982 495 -184 0 311 0.00 59 23 1648 17 7893.93 63684 500 0 500 992 56 1054 531 -196 0 335 0.00 62 27 1773 18 7894.08 63852 495 0 495 982 168 1156 583 -177 0 406 0.00 59 29 2015 19 7894.23 64022 494 0 494 980 170 1156 583 -131 0 452 0.00 61 30 2343 20 7894.38 64192 512 0 512 1016 170 1192 601 -20 0 581 0.35 55 33 2446 21 7894.65 64497 516 0 516 1023 305 1334 673 -73 0 600 0.23 43 29 2909 22 7894.72 64576 536 0 536 1063 79 1148 579 -89 0 490 0.00 47 28 3067 23 7894.69 64542 584 0 584 1158 -34 1130 570 -113 0 457 0.00 52 28 2828 24 7894.62 64463 618 0 618 1226 -79 1153 581 -149 0 432 0.00 40 21 2804 25 7894.54 64373 604 0 604 1198 -90 1114 562 -117 0 445 0.00 51 32 2739 26 7894.46 64282 603 0 603 1196 -91 1111 560 -143 0 417 0.00 49 23 2711 27 7894.39 64203 603 0 603 1196 -79 1123 566 -126 0 440 0.17 62 32 2727 28 7894.38 64192 602 0 602 1194 -11 1189 599 -114 0 485 0.03 56 34 2972 29 7894.45 64271 604 0 604 1198 79 1283 647 -46 0 601 0.82 45 28 3395 30 7894.49 64316 605 0 605 1200 45 1251 631 -112 0 519 0.22 48 29 3610 TOTAL CFS 15861 0 15861 13014 -2008 0 11006 67009 TOTAL AF -5835 31464 0 31464 31464 -5835 25809 25813 -3986 0 21829 2.99 46 22 132911 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 02/22/01 WATER AND POWER CONTROL DIVISION TIME: 11:22:41 LOVELAND, COLORADO APRIL 1997 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) 7234 1 8116.95 7217 70 0 0 0 0 0 70 139 -17 123 62 2 8117.06 7241 41 0 0 0 0 0 41 81 24 106 53 3 8117.21 7273 37 0 0 1 0 0 38 75 32 108 54 4 8117.32 7296 59 0 0 0 0 0 59 117 23 141 71 5 8117.08 7245 90 0 0 0 0 0 90 179 -51 129 65 6 8116.95 7217 58 0 0 1 0 0 59 117 -28 90 45 7 8116.98 7224 36 0 0 0 0 0 36 71 7 79 40 8 8117.04 7237 42 0 0 1 0 0 43 85 13 99 50 9 8117.26 7283 21 0 0 0 0 0 21 42 46 89 45 10 8117.60 7357 8 0 0 0 0 0 8 16 74 91 46 11 8117.82 7405 10 0 0 0 0 0 10 20 48 69 35 12 8118.02 7448 10 0 0 0 0 0 10 20 43 64 32 13 8118.25 7499 10 0 0 1 0 0 11 22 51 74 37 14 8118.49 7552 11 0 0 0 0 0 11 22 53 76 38 15 8118.74 7608 10 0 0 0 0 0 10 20 56 77 39 16 8118.99 7665 25 0 0 0 0 0 25 50 57 108 54 17 8119.02 7671 54 0 0 0 5 0 59 117 6 124 63 18 8119.04 7676 72 0 0 1 9 0 82 163 5 169 85 19 8119.06 7680 99 0 0 0 0 0 99 196 4 201 101 20 8119.05 7678 108 0 0 1 0 0 109 216 -2 215 108 21 8118.77 7615 141 0 0 1 9 0 151 300 -63 238 120 22 8119.27 7728 34 0 0 1 9 0 44 87 113 201 101 23 8119.22 7717 99 0 0 1 21 0 121 240 -11 230 116 24 8119.25 7724 87 0 0 2 21 0 110 218 7 226 114 25 8119.25 7724 96 0 0 1 0 0 97 192 0 193 97 26 8119.24 7721 103 0 0 1 0 0 104 206 -3 204 103 27 8119.28 7731 105 0 0 1 0 0 106 210 10 221 111 28 8119.29 7733 121 0 0 1 21 0 143 284 2 287 145 29 8119.34 7744 136 0 0 2 34 0 172 341 11 353 178 30 8119.26 7726 119 0 0 4 7 14 144 286 -18 269 136 TOTAL CFS 1912 0 0 21 136 14 2083 2344 TOTAL AF 492 3792 0 0 42 271 28 4132 4132 492 4654 4654 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 02/22/01 WATER AND POWER CONTROL DIVISION TIME: 11:22:41 LOVELAND, COLORADO APRIL 1997 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 02/22/01 WATER AND POWER CONTROL DIVISION TIME: 11:22:41 LOVELAND, COLORADO APRIL 1997 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 17876 1 8366.70 8366.80 17950 6 129 135 268 74 352 0 352 177 0.06 0.08 45 12 2 8366.69 8366.75 17879 5 129 134 266 -71 205 0 205 103 0.00 0.10 40 21 3 8366.67 8366.75 17868 5 129 134 266 -11 265 0 265 134 0.00 0.00 55 16 4 8366.60 8366.74 17820 57 129 186 369 -48 331 0 331 167 0.28 0.11 47 25 5 8366.69 8366.76 17892 3 129 132 262 72 344 0 344 173 0.09 0.09 32 16 6 8366.70 8366.80 17950 3 63 66 131 58 199 0 199 100 0.00 0.05 30 6 7 8366.56 8366.66 17692 128 34 162 321 -258 73 56 17 9 0.00 0.00 38 0 8 8366.65 8366.71 17805 371 20 391 776 113 899 789 110 55 0.00 0.00 42 10 9 8366.70 8366.79 17937 80 103 183 363 132 505 246 259 131 0.16 0.21 43 24 10 8366.64 8366.71 17800 9 176 185 367 -137 240 0 240 121 0.15 0.32 36 15 11 8366.63 8366.70 17782 9 20 29 58 -18 50 0 50 25 0.06 0.03 30 7 12 8366.64 8366.71 17800 9 20 29 58 18 86 0 86 43 0.00 0.01 30 4 13 8366.64 8366.73 17826 9 20 29 58 26 94 0 94 47 0.00 0.00 35 -2 14 8366.64 8366.71 17800 9 20 29 58 -26 42 0 42 21 0.00 0.00 41 3 15 8366.65 8366.73 17831 9 20 29 58 31 99 0 99 50 0.00 0.02 45 28 16 8366.56 8366.75 17812 173 20 193 383 -19 374 411 -37 -19 0.00 0.00 51 19 17 8366.51 8366.67 17681 446 20 466 924 -131 803 684 119 60 0.00 0.00 54 19 18 8366.54 8366.71 17749 445 20 465 922 68 1000 873 127 64 0.00 0.00 56 20 19 8366.56 8366.73 17785 453 20 473 938 36 984 791 193 97 0.00 0.00 54 25 20 8366.57 8366.78 17857 454 20 474 940 72 1022 742 280 141 0.00 0.00 52 35 21 8366.57 8366.75 17817 446 20 466 924 -40 894 601 293 148 0.26 0.56 42 29 22 8366.51 8366.70 17721 496 20 516 1023 -96 937 720 217 109 0.00 0.03 46 19 23 8366.51 8366.70 17721 546 20 566 1123 0 1133 958 175 88 0.00 0.00 49 23 24 8366.57 8366.76 17830 546 20 566 1123 109 1242 970 272 137 0.02 0.21 39 28 25 8366.56 8366.75 17812 547 20 567 1125 -18 1117 938 179 90 0.00 0.03 48 21 26 8366.56 8366.69 17732 549 20 569 1129 -80 1059 811 248 125 0.00 0.06 48 28 27 8366.55 8366.71 17754 548 20 568 1127 22 1159 966 193 97 0.00 0.00 52 18 28 8366.56 8366.75 17812 549 20 569 1129 58 1197 904 293 148 0.06 0.11 55 31 29 8366.56 8366.57 17573 535 20 555 1101 -239 872 611 261 132 0.63 0.90 43 31 30 8366.56 8366.69 17732 478 20 498 988 159 1157 629 528 266 0.08 0.28 38 25 TOTAL CFS 7923 1441 9364 3039 44 19 TOTAL AF -144 15715.0 2865 18578 18578 -144 18734 12700 6034 6029 1.85 3.20 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 02/22/01 WATER AND POWER CONTROL DIVISION TIME: 11:22:41 LOVELAND, COLORADO APRIL 1997 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) 423673 1 8263.16 423867 0 20 0 7.4 27 54 194 283 143 129 0 0 14 191 0 2 8263.19 424060 0 20 0 7.4 27 54 193 282 142 129 0 0 13 116 0 3 8263.22 424254 0 20 0 7.4 27 54 194 283 143 129 0 0 14 148 0 4 8263.31 424835 0 20 0 7.4 27 54 581 670 338 129 0 0 209 376 0 5 8263.33 424964 0 20 0 7.4 27 54 129 218 110 129 0 0 -19 154 0 6 8263.35 425094 0 20 0 7.4 27 54 130 219 110 63 0 0 47 147 0 7 8263.37 425223 28 20 0 7.4 55 109 129 273 138 34 0 0 104 113 0 8 8263.26 424512 398 20 0 7.4 425 843 -711 167 84 20 0 0 64 119 0 9 8263.25 424448 124 20 0 7.4 151 300 -64 271 137 103 0 0 34 165 0 10 8263.33 424964 0 20 0 7.4 27 54 516 605 305 176 0 0 129 250 0 11 8263.36 425158 0 20 0 7.4 27 54 194 283 143 20 0 0 123 148 0 12 8263.37 425223 0 20 0 7.4 27 54 65 154 78 20 0 0 58 101 0 13 8263.39 425352 0 20 0 7.4 27 54 129 218 110 20 0 0 90 137 0 14 8263.40 425417 0 20 0 7.4 27 54 65 154 78 20 0 0 58 79 0 15 8263.41 425481 0 20 0 7.4 27 54 64 153 77 20 0 0 57 107 0 16 8263.39 425352 207 20 0 7.4 234 464 -129 370 187 20 0 0 167 148 0 17 8263.33 424964 345 20 0 7.4 372 738 -388 385 194 20 0 0 174 234 0 18 8263.20 424125 440 20 0 7.4 467 926 -839 122 62 20 0 0 42 106 0 19 8263.12 423609 399 20 0 7.4 426 845 -516 364 184 20 0 0 164 261 0 20 8263.06 423222 374 20 0 7.4 401 795 -387 443 223 20 0 0 203 344 0 21 8263.04 423093 303 20 0 7.4 330 655 -129 561 283 20 0 0 263 411 0 22 8262.97 422642 363 20 0 7.4 390 774 -451 358 180 20 0 0 160 269 0 23 8262.87 421998 483 20 0 7.4 510 1012 -644 402 203 20 0 0 183 271 0 24 8262.76 421290 489 20 0 7.4 516 1023 -708 349 176 20 0 0 156 293 33 25 8262.65 420583 473 20 0 7.4 500 992 -707 319 161 20 0 0 141 231 0 26 8262.56 420005 409 20 0 7.4 436 865 -578 321 162 20 0 0 142 267 0 27 8262.46 419363 487 20 0 7.4 514 1020 -642 412 208 20 0 0 188 285 0 28 8262.39 418914 456 20 0 7.4 483 958 -449 543 274 20 0 0 254 402 0 29 8262.40 418978 308 20 0 7.4 335 664 64 762 384 20 0 0 364 496 44 30 8262.38 418849 317 20 0 7.4 344 682 -129 587 296 20 14 0 262 528 0 TOTAL CFS 6403 600 0 222.0 7213 5313 1441 14 0 3858 6897 77 TOTAL AF -4824 12700 1200 0 440.3 14313 14313 -4824 10531 10531 2865 28 0 7653 13681 152 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 02/22/01 WATER AND POWER CONTROL DIVISION TIME: 11:22:41 LOVELAND, COLORADO APRIL 1997 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. 779 1150 1 36.58 61.16 791 1157 19 11.9 6.0 0.00 0.0 0.0 37.0 34.0 0 0 0 0.40 42 25 2 36.69 61.06 795 1148 -5 9.9 5.0 0.00 0.0 0.0 30.0 38.0 0 0 0 0.20 29 23 3 36.56 61.34 790 1174 21 9.9 5.0 0.00 0.0 0.0 37.0 32.0 0 0 0 0.00 56 13 4 38.58 61.90 872 1227 135 113.1 57.0 0.00 0.0 0.0 46.0 36.0 0 0 58 0.13 48 27 5 37.47 62.37 827 1273 1 6.0 3.0 0.00 0.0 0.0 41.0 44.0 0 0 40 0.02 32 22 6 37.05 62.75 810 1311 21 6.0 3.0 0.00 0.0 0.0 33.0 26.0 0 0 0 0.00 37 20 7 34.03 66.67 691 1754 324 253.9 128.0 0.00 0.0 0.0 59.0 25.0 0 0 0 0.00 44 27 8 33.72 71.67 679 2490 724 735.9 371.0 0.00 111.1 56.0 73.0 26.0 0 0 0 0.13 31 20 9 37.46 71.87 826 2522 179 158.7 80.0 0.00 9.9 5.0 39.0 25.0 0 0 0 0.28 36 14 10 37.34 71.81 821 2513 -14 17.9 9.0 0.00 0.0 0.0 24.0 40.0 0 0 0 0.54 20 6 11 37.25 71.96 818 2537 21 17.9 9.0 0.00 7.9 4.0 29.0 24.0 0 0 0 0.03 24 3 12 37.13 72.12 813 2564 22 17.9 9.0 0.00 0.0 0.0 29.0 27.0 0 0 0 0.00 26 -2 13 37.02 72.31 809 2596 28 17.9 9.0 0.00 0.0 0.0 31.0 26.0 0 0 0 0.00 41 2 14 36.88 72.02 803 2547 -55 17.9 9.0 0.00 67.4 34.0 29.0 32.0 0 0 0 0.00 48 30 15 36.74 71.77 797 2506 -47 17.9 9.0 0.00 73.4 37.0 34.0 30.0 0 0 0 0.00 51 34 16 36.37 71.49 782 2460 -61 343.1 173.0 0.00 420.5 212.0 42.0 34.0 0 0 0 0.00 58 27 17 30.77 72.85 571 2687 16 884.6 446.0 0.00 908.4 458.0 64.0 44.0 0 0 0 0.00 65 27 18 31.05 72.71 581 2663 -14 882.6 445.0 1.00 906.4 457.0 64.0 60.0 0 0 0 0.00 63 29 19 32.49 72.55 633 2636 25 898.5 453.0 1.00 896.5 452.0 72.0 62.0 0 0 0 0.00 63 31 20 36.49 71.78 787 2508 26 900.5 454.0 1.00 890.6 449.0 82.0 75.0 0 0 0 0.06 56 43 21 34.20 72.45 698 2619 22 884.6 446.0 1.00 902.5 455.0 102.0 83.0 51 0 0 0.00 47 34 22 38.51 71.47 869 2457 9 983.8 496.0 1.00 1041.3 525.0 83.0 51.0 0 0 0 0.18 50 30 23 38.76 71.41 879 2447 0 1083.0 546.0 1.00 1086.9 548.0 84.0 83.0 0 0 0 0.35 44 27 24 36.96 71.86 806 2521 1 1083.0 546.0 1.00 1098.8 554.0 92.0 85.0 0 0 0 1.55 34 28 25 35.05 72.24 730 2584 -13 1085.0 547.0 1.00 1090.9 550.0 87.0 92.0 0 0 0 0.15 40 23 26 37.63 71.63 833 2483 2 1088.9 549.0 1.00 1083.0 546.0 85.0 88.0 0 0 0 0.09 48 22 27 38.00 71.59 848 2476 8 1086.9 548.0 1.00 1092.9 551.0 91.0 85.0 0 0 0 0.00 57 14 28 37.62 71.85 833 2519 28 1088.9 549.0 1.00 1104.8 557.0 111.0 90.0 0 0 0 0.04 54 38 29 37.06 72.61 810 2646 104 1061.2 535.0 1.00 1096.9 553.0 156.0 87.0 0 0 0 0.28 48 33 30 35.27 71.96 739 2537 -180 948.1 478.0 2.00 1077.0 543.0 131.0 158.0 0 0 0 0.05 44 30 TOTAL CFS 7923.0 7546.0 1917.0 1642.0 51 TOTAL AF -40 1387 1347 27.77 3802. 3257. 101 0 98 4.48 45 23 15715.0 14967.3 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 02/22/01 WATER AND POWER CONTROL DIVISION TIME: 11:22:41 LOVELAND, COLORADO APRIL 1997 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 6.0 0.0 0.0 27.0 43.0 85 0.0 34.0 34.0 67 19 37.0 2 5.0 0.0 0.0 25.0 35.0 69 0.0 38.0 38.0 75 -5 30.0 3 5.0 0.0 0.0 30.0 42.0 83 0.0 32.0 32.0 63 21 37.0 4 57.0 0.0 1.0 34.0 103.0 204 0.0 36.0 36.0 71 135 46.0 5 3.0 0.0 0.0 29.0 44.0 87 0.0 44.0 44.0 87 1 41.0 6 3.0 0.0 0.0 24.0 36.0 71 0.0 26.0 26.0 52 21 33.0 7 128.0 0.0 0.0 26.0 187.0 371 0.0 25.0 25.0 50 324 59.0 8 371.0 0.0 0.0 25.0 444.0 881 56.0 26.0 82.0 163 724 73.0 9 80.0 0.0 0.0 25.0 119.0 236 5.0 25.0 30.0 60 179 39.0 10 9.0 0.0 0.0 35.0 33.0 65 0.0 40.0 40.0 79 -14 24.0 11 9.0 0.0 0.0 23.0 38.0 75 4.0 24.0 28.0 56 21 29.0 12 9.0 0.0 0.0 24.0 38.0 75 0.0 27.0 27.0 54 22 29.0 13 9.0 0.0 0.0 24.0 40.0 79 0.0 26.0 26.0 52 28 31.0 14 9.0 0.0 0.0 24.0 38.0 75 34.0 32.0 66.0 131 -55 29.0 15 9.0 0.0 0.0 24.0 43.0 85 37.0 30.0 67.0 133 -47 34.0 16 173.0 0.0 0.0 29.0 215.0 426 212.0 34.0 246.0 488 -61 42.0 17 446.0 0.0 0.0 32.0 510.0 1012 458.0 44.0 502.0 996 16 64.0 18 445.0 1.0 0.0 37.0 509.0 1010 457.0 60.0 517.0 1025 -14 64.0 19 453.0 1.0 0.0 47.0 525.0 1041 452.0 62.0 514.0 1020 25 72.0 20 454.0 1.0 0.0 56.0 536.0 1063 449.0 75.0 524.0 1039 26 82.0 21 446.0 1.0 0.0 76.0 548.0 1087 455.0 83.0 538.0 1067 22 102.0 22 496.0 1.0 0.0 60.0 579.0 1148 525.0 51.0 576.0 1142 9 83.0 23 546.0 1.0 0.0 57.0 630.0 1250 548.0 83.0 631.0 1252 0 84.0 24 546.0 1.0 0.0 33.0 638.0 1265 554.0 85.0 639.0 1267 1 92.0 25 547.0 1.0 0.0 45.0 634.0 1258 550.0 92.0 642.0 1273 -13 87.0 26 549.0 1.0 0.0 63.0 634.0 1258 546.0 88.0 634.0 1258 2 85.0 27 548.0 1.0 0.0 63.0 639.0 1267 551.0 85.0 636.0 1261 8 91.0 28 549.0 1.0 0.0 82.0 660.0 1309 557.0 90.0 647.0 1283 28 111.0 29 535.0 1.0 0.0 115.0 691.0 1371 553.0 87.0 640.0 1269 104 156.0 30 478.0 2.0 0.0 99.0 609.0 1208 543.0 158.0 701.0 1390 -180 131.0 TOTAL CFS 7923.0 1.0 1293.0 9840.0 7546.0 1642.0 9188.0 1917.0 AF 15715.0 27.8 2.0 2564.6 19517.3 19514 14967.3 3256.9 18224.1 18223 1347 3802.3 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 02/22/01 WATER AND POWER CONTROL DIVISION TIME: 11:22:41 LOVELAND, COLORADO APRIL 1997 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 1882 530 108703 139542 1 76.6 1864 68.9 584 0.0 361.8 0.0 0.0 16.0 221.7 72.2 36.4 68.3 5755.70 108477 5421.25 139446 0 2 76.4 1846 68.1 551 0.0 361.6 0.0 0.0 0.0 221.7 0.0 0.0 68.5 5755.54 108296 5421.22 139389 0 3 76.3 1838 67.5 526 0.0 361.4 0.0 0.0 0.0 221.6 0.0 0.0 67.8 5755.42 108161 5421.25 139446 0 4 76.2 1829 71.7 708 0.0 361.4 0.0 0.0 46.0 221.6 207.5 104.6 70.0 5755.42 0 5421.22 139389 0 5 76.0 1811 70.9 672 0.0 361.4 0.0 0.0 0.0 221.6 0.0 0.0 71.3 5755.42 0 5421.16 139274 0 6 75.8 1794 70.2 640 0.0 360.5 0.0 0.0 0.0 221.5 0.0 0.0 70.5 5754.83 107495 5421.13 139217 0 7 75.2 1742 70.1 636 0.0 360.3 0.0 0.0 0.0 221.5 0.0 0.0 70.2 5754.71 107360 5421.19 139331 0 8 76.1 1820 69.4 606 0.0 360.0 0.0 0.0 0.0 221.4 0.0 0.0 69.8 5754.51 107135 5421.08 139121 92 9 76.0 1811 68.7 576 0.0 359.9 0.0 0.0 0.0 221.4 0.0 0.0 69.0 5754.45 107067 5421.08 139121 0 10 75.9 1802 68.0 546 0.0 359.7 0.0 0.0 0.0 221.4 0.0 0.0 68.4 5754.33 106932 5421.08 139121 0 11 75.8 1794 67.5 526 0.0 359.7 0.0 0.0 0.0 221.4 0.0 0.0 67.7 5754.33 0 5421.05 139064 0 12 75.6 1776 69.8 623 0.0 359.7 0.0 0.0 27.0 221.4 122.0 61.5 69.0 5754.33 0 5421.08 139121 0 13 75.5 1768 69.1 593 0.0 359.0 0.0 0.0 0.0 221.3 0.0 0.0 69.4 5753.85 106393 5421.08 139121 0 14 74.5 1683 71.0 676 0.0 358.8 0.0 0.0 0.0 221.2 0.0 0.0 70.4 5753.73 106258 5421.11 139178 68 15 75.3 1751 70.2 640 0.0 358.6 0.0 0.0 0.0 221.2 0.0 0.0 70.6 5753.57 106079 5421.11 139178 76 16 77.1 1909 65.1 432 53.0 358.9 147.7 74.5 0.0 221.2 0.0 0.0 66.2 5753.75 106281 5421.13 139217 184 17 75.3 1751 68.0 546 188.0 359.4 523.1 263.7 0.0 221.3 0.0 0.0 66.5 5754.12 106696 5421.25 139446 0 18 75.9 1802 67.4 522 193.0 359.4 537.0 270.7 0.0 221.3 0.0 0.0 69.0 5754.12 0 5421.36 139656 0 19 75.6 1776 69.9 627 181.0 359.4 503.6 253.9 0.0 221.3 0.0 0.0 67.2 5754.12 0 5421.41 139752 0 20 76.4 1846 71.8 712 200.0 360.6 554.6 279.6 0.0 221.5 0.0 0.0 68.7 5754.94 107619 5421.50 139924 0 21 77.6 1954 66.0 467 210.0 361.0 581.7 293.3 0.0 221.6 0.0 0.0 66.4 5755.19 107901 5421.61 140135 0 22 77.4 1936 65.6 451 200.0 361.4 553.4 279.0 0.0 221.7 0.0 0.0 66.8 5755.44 108183 5421.72 140346 0 23 77.2 1918 64.6 414 189.0 362.1 522.0 263.2 0.0 221.8 0.0 0.0 68.4 5755.90 108703 5421.95 140788 0 24 76.4 1846 67.2 514 201.0 362.7 554.1 279.4 0.0 221.9 0.0 0.0 68.1 5756.32 109178 5422.37 141596 0 25 74.9 1717 70.0 632 190.0 362.7 523.8 264.1 0.0 221.9 0.0 0.0 67.0 5756.32 0 5422.56 141963 0 26 77.5 1945 65.9 463 193.0 362.7 532.1 268.2 0.0 221.9 0.0 0.0 67.9 5756.32 0 5422.79 142407 0 27 77.0 1900 67.7 534 192.0 364.2 527.2 265.8 0.0 222.1 0.0 0.0 67.8 5757.27 110257 5423.04 142891 0 28 76.6 1864 68.7 576 220.0 364.7 603.3 304.2 0.0 222.1 0.0 0.0 67.9 5757.58 110609 5423.32 143434 0 29 76.5 1855 68.5 567 206.0 365.1 564.2 284.5 0.0 222.2 0.0 0.0 69.1 5757.86 110928 5423.51 143803 0 30 76.7 1873 67.6 530 195.0 365.8 533.1 268.8 0.0 222.3 0.0 0.0 66.6 5758.32 111452 5423.74 144251 0 TOTAL CFS 3912.7 TOTAL AF -9 0 2811.0 7760.7 7760.7 89.0 401.7 401.7 2749 4709 420 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 02/22/01 WATER AND POWER CONTROL DIVISION TIME: 11:22:41 LOVELAND, COLORADO APRIL 1997 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 16.00 2 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 17.50 3 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 18.00 4 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 19.00 5 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 22.00 6 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 21.20 7 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 20.00 8 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 20.00 9 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 19.00 10 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 19.00 11 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 19.00 12 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 22.00 13 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 22.00 14 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 24.00 15 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 24.00 16 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 106.00 17 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 188.00 18 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 134.00 19 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 123.00 20 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 122.00 21 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 135.00 22 0.00 0.00 0.00 0.00 0.00 0.00 0.00 36.80 0.00 214.00 23 0.00 0.00 0.00 0.00 0.00 0.00 0.00 15.20 0.00 246.10 24 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 251.00 25 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 255.00 26 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 210.00 27 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 249.00 28 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 268.00 29 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 280.00 30 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 281.00 TOTAL CFS 0.00 0.00 0.00 0.00 0.00 0.00 0.00 52.00 0.00 3364.80 TOTAL AF 0.00 0.00 0.00 0.00 0.00 0.00 0.00 103.14 0.00 6673.98 ADJUSTMENT AF 31.00 TOTAL FLOW OR DELIVERY AF 6642.98 METERED DELIVERY AF 365.50 NOTE: AVERAGE DAILY CFS UNLESS NOTED OTHERWISE * TOTAL FLOW INCLUDES NON-CHARGE WATER 1 PICK SLOAN MISSOURI BASIN PROGRAM UNITED STATES BUREAU OF RECLAMATION WESTERN DIVISION WATER AND POWER SYSTEM AS OF 02/22/01 WATER AND POWER CONTROL DIVISION TIME: 11:22:41 LOVELAND, COLORADO APRIL 1997 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) 8836.30 1 0.00 80.40 0.00 10.00 0.00 0.00 90.40 9017.10 2 0.00 69.60 0.00 7.50 0.00 0.00 77.10 9171.30 3 0.00 58.30 0.00 6.00 0.00 0.00 64.30 9299.90 4 0.00 59.00 0.00 6.00 0.00 0.00 65.00 9429.90 5 0.00 58.00 0.00 6.00 0.00 0.00 64.00 9557.90 6 0.00 55.60 0.00 5.80 0.00 0.00 61.40 9680.70 7 0.00 58.00 0.00 6.00 0.00 0.00 64.00 9808.70 8 0.00 58.00 0.00 6.00 0.00 0.00 64.00 9936.70 9 0.00 58.00 0.00 6.00 0.00 0.00 64.00 10064.70 10 0.00 58.00 0.00 6.00 0.00 0.00 64.00 10192.70 11 0.00 58.00 0.00 4.00 0.00 0.00 62.00 10316.70 12 0.00 58.00 0.00 3.00 0.00 0.00 61.00 10438.70 13 0.00 58.00 0.00 3.00 0.00 0.00 61.00 10560.70 14 0.00 58.00 0.00 3.00 0.00 0.00 61.00 10682.70 15 0.00 58.00 0.00 3.00 0.00 0.00 61.00 10804.70 16 0.00 58.00 0.00 3.00 0.00 0.00 61.00 10926.70 17 0.00 76.00 0.00 3.00 6.00 0.00 85.00 11096.70 18 0.00 89.00 7.10 3.00 9.00 0.00 108.10 11312.90 19 0.00 91.00 10.00 3.00 9.00 0.00 113.00 11538.90 20 0.00 91.00 10.00 3.00 9.00 0.00 113.00 11764.90 21 0.00 91.00 2.90 3.00 9.00 0.00 105.90 11976.70 22 0.00 91.00 0.00 3.00 9.00 0.00 103.00 12182.70 23 0.00 91.00 0.00 4.90 9.00 0.00 104.90 12392.50 24 0.00 91.00 0.00 6.00 9.00 0.00 106.00 12604.50 25 0.00 89.00 0.00 6.00 9.00 0.00 104.00 12812.50 26 0.00 88.00 0.00 6.00 9.00 0.00 103.00 13018.50 27 0.00 88.00 0.00 6.00 9.00 0.00 103.00 13224.50 28 0.00 88.00 0.00 6.00 9.00 0.00 103.00 13430.50 29 0.00 88.00 0.00 6.00 9.00 0.00 103.00 13636.50 30 0.00 56.70 0.00 6.00 9.00 0.00 71.70 13779.90 TOTAL CFS 0.00 2169.60 30.00 149.20 123.00 0.00 2471.80 TOTAL AF 0.00 4339.20 60.00 298.40 246.00 0.00 4943.60 13779.90 METERED DELIVERY AF 118.50 662.40 31.00 0.00 1298.80 2110.70 15890.60 TOTAL FLOW OR DELIVERY AF * 118.50 5001.60 60.00 329.40 246.00 1298.80 7054.30 15890.60 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 APRIL 1997 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 0.06 0.17 7. 1. 0.06 0.08 35. 10. 0.40 0.00 0.16 -4. 0.00 19. 2 0.00 0.00 7. 1. 0.00 0.10 35. 10. 0.20 0.00 0.06 8. 0.18 -5. 3 0.00 0.00 6. 1. 0.00 0.00 35. 10. 0.00 0.00 0.00 6. 0.00 10. 4 0.18 0.00 6. 1. 0.28 0.11 35. 10. 0.13 0.00 0.16 -3. 0.11 2. 5 0.00 0.00 6. 1. 0.09 0.09 35. 10. 0.02 0.20 0.00 11. 0.06 9. 6 0.00 0.47 6. 1. 0.00 0.05 35. 10. 0.00 0.00 0.00 9. 0.00 15. 7 0.00 0.00 6. 1. 0.00 0.00 35. 10. 0.00 0.20 0.00 0. 0.00 0. 8 0.01 0.21 6. 1. 0.00 0.00 35. 10. 0.13 0.00 0.02 0. 0.00 0. 9 0.00 0.17 6. 1. 0.16 0.21 35. 10. 0.28 0.00 0.14 0. 0.09 0. 10 0.30 0.15 6. 1. 0.15 0.32 35. 10. 0.54 0.00 0.10 0. 0.17 0. 11 0.01 0.00 6. 1. 0.06 0.03 35. 10. 0.03 0.00 0.02 0. 0.01 2. 12 0.00 0.00 6. 1. 0.00 0.01 35. 10. 0.00 0.00 0.00 2. 0.00 3. 13 0.00 0.00 6. 1. 0.00 0.00 35. 10. 0.00 0.00 0.00 7. 0.00 12. 14 0.00 0.00 6. 1. 0.00 0.00 35. 10. 0.00 0.00 0.00 7. 0.00 12. 15 0.00 0.00 6. 1. 0.00 0.02 35. 10. 0.00 0.00 0.06 6. 0.00 20. 16 0.00 0.00 6. 1. 0.00 0.00 35. 10. 0.00 0.44 0.00 19. 0.11 15. 17 0.00 0.00 6. 1. 0.00 0.00 35. 10. 0.00 0.00 0.00 17. 0.00 29. 18 0.00 0.00 6. 1. 0.00 0.00 35. 10. 0.00 0.00 0.00 13. 0.00 22. 19 0.00 0.00 6. 1. 0.00 0.00 35. 10. 0.00 0.00 0.00 18. 0.00 30. 20 0.33 0.35 6. 1. 0.00 0.00 35. 10. 0.06 0.00 0.00 16. 0.00 28. 21 0.18 0.23 6. 1. 0.26 0.56 35. 10. 0.00 0.00 0.00 8. 0.00 14. 22 0.08 0.00 6. 1. 0.00 0.03 35. 10. 0.18 0.00 0.12 0. 0.00 20. 23 0.05 0.00 6. 1. 0.00 0.00 35. 10. 0.35 0.21 0.00 0. 0.03 0. 24 0.00 0.00 6. 1. 0.02 0.21 35. 10. 1.55 0.00 2.10 0. 2.11 0. 25 0.04 0.00 6. 1. 0.00 0.03 35. 10. 0.15 0.00 0.00 14. 0.03 19. 26 0.00 0.00 6. 1. 0.00 0.06 35. 10. 0.09 0.00 0.00 17. 0.10 13. 27 0.07 0.17 6. 1. 0.00 0.00 35. 10. 0.00 0.00 0.15 1. 0.00 26. 28 0.03 0.03 6. 1. 0.06 0.11 35. 10. 0.04 0.97 0.06 3. 0.00 14. 29 0.23 0.82 6. 1. 0.63 0.90 35. 10. 0.28 0.00 0.00 14. 0.01 22. 30 0.03 0.22 6. 1. 0.08 0.28 35. 10. 0.05 0.20 0.00 12. 0.00 20. TOTALS 1.60 2.99 187. 36. 1.85 3.20 1052. 301. 4.48 2.22 3.15 201. 3.01 371. 1 UPPER COLORADO RIVER DAILY DATA COLLECTION FOR APRIL 1997 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) 1 191 27 45 12 0.06 62 70 236 502 43 22 0.17 2 116 27 40 21 0.00 53 41 226 500 43 19 0.00 3 148 27 55 16 0.00 54 38 250 500 55 25 0.00 4 376 27 47 25 0.28 71 59 259 501 47 18 0.00 5 154 27 32 16 0.09 65 90 254 501 22 -1 0.00 6 147 27 30 6 0.00 45 59 253 499 35 9 0.47 7 113 27 38 0 0.00 40 36 260 497 43 14 0.00 8 119 27 42 10 0.00 50 43 267 498 46 20 0.21 9 165 27 43 24 0.16 45 21 223 499 47 22 0.17 10 250 27 36 15 0.15 46 8 274 496 35 8 0.15 11 148 27 30 7 0.06 35 10 267 494 25 7 0.00 12 101 27 30 4 0.00 32 10 307 497 27 8 0.00 13 137 27 35 -2 0.00 37 11 345 496 37 13 0.00 14 79 27 41 3 0.00 38 11 350 495 48 17 0.00 15 107 27 45 28 0.00 39 10 482 507 52 25 0.00 16 148 27 51 19 0.00 54 25 495 503 59 23 0.00 17 234 27 54 19 0.00 63 54 531 500 62 27 0.00 18 106 27 56 20 0.00 85 73 583 495 59 29 0.00 19 261 27 54 25 0.00 101 99 583 494 61 30 0.00 20 344 27 52 35 0.00 108 109 601 512 55 33 0.35 21 411 27 42 29 0.26 120 142 673 516 43 29 0.23 22 269 27 46 19 0.00 101 35 579 536 47 28 0.00 23 271 27 49 23 0.00 116 100 570 584 52 28 0.00 24 293 27 39 28 0.02 114 89 581 618 40 21 0.00 25 231 27 48 21 0.00 97 97 562 604 51 32 0.00 26 267 27 48 28 0.00 103 104 560 603 49 23 0.00 27 285 27 52 18 0.00 111 106 566 603 62 32 0.17 28 402 27 55 31 0.06 145 122 599 602 56 34 0.03 29 496 27 43 31 0.63 178 138 647 604 45 28 0.82 30 528 27 38 25 0.08 136 123 631 605 48 29 0.22