1 PICK SLOAN MISSOURI BASIN PROGRAM UNITED STATES BUREAU OF RECLAMATION WESTERN DIVISION WATER AND POWER SYSTEM AS OF 05/07/04 WATER AND POWER CONTROL DIVISION TIME: 08:34:47 LOVELAND, COLORADO APRIL 2004 EASTERN COLORADO PROJECTS DILLON RESERVOIR - COMPUTATION OF DAILY INFLOWS O U T F L O W GAIN LAKE TOTAL VALVES SPILL TOTAL ROBERTS TOTAL CHANGE COMPUTED COLO. UNDE- D I L L O N DILLON- TO IN SPGS. PLETED PREC TEMP EVAP GREEN DAY ELEV STORAGE RIVER TUNNEL OUTFLOW STORAGE INFLOW DEP INFLOW MTN (FEET) (AF) (CFS) (CFS) (CFS) (CFS) (AF) (AF) (AF) (CFS) (CFS) (CFS) (IN) MAX MIN (AF) (CFS) 211789 1 9002.79 211624 50 0 50 160 420 -165 255 128 0 128 0.00 64 24 0 136 2 9002.72 211432 50 0 50 169 438 -192 246 123 0 123 0.03 56 31 0 142 3 9002.65 211239 50 0 50 170 440 -193 247 124 1 125 0.00 43 21 0 136 4 9002.59 211074 50 0 50 170 440 -165 275 138 1 139 0.11 55 22 0 134 5 9002.57 211019 50 0 50 127 354 -55 299 150 1 151 0.19 48 30 0 160 6 9002.54 210937 50 0 50 121 342 -82 260 130 1 131 0.00 51 24 0 162 7 9002.53 210909 50 0 50 122 344 -28 316 158 1 159 0.09 49 28 0 174 8 9002.52 210882 50 0 50 123 346 -27 319 160 2 162 0.08 52 32 0 163 9 9002.53 210909 50 0 50 76 252 27 279 140 3 143 0.03 42 23 0 196 10 9002.53 210909 50 0 50 71 242 0 242 121 4 125 0.00 36 14 0 155 11 9002.56 210992 50 0 50 70 240 83 323 162 4 166 0.12 41 8 0 143 12 9002.57 211019 50 0 50 70 240 27 267 134 4 138 0.00 44 8 0 137 13 9002.58 211047 50 0 50 70 240 28 268 134 4 138 0.00 55 21 0 137 14 9002.59 211074 50 0 50 70 240 27 267 134 4 138 0.01 54 25 0 137 15 9002.59 211074 50 0 50 70 240 0 240 120 4 124 0.00 55 26 0 133 16 9002.54 210937 50 0 50 139 378 -137 241 121 5 126 0.00 57 24 0 151 17 9002.45 210690 50 0 50 218 536 -247 289 145 5 150 0.00 60 26 0 150 18 9002.33 210361 50 0 50 231 562 -329 233 117 5 122 0.05 44 16 0 157 19 9002.26 210169 50 0 50 210 520 -192 328 164 5 169 0.00 53 17 0 151 20 9002.22 210060 50 0 50 128 356 -109 247 124 5 129 0.02 42 25 0 139 21 9002.21 210033 50 0 50 115 330 -27 303 152 4 156 0.05 40 16 0 139 22 9002.19 209978 50 0 50 113 326 -55 271 136 4 140 0.00 41 22 0 120 23 9002.17 209923 50 0 50 113 326 -55 271 136 4 140 0.00 41 16 0 114 24 9002.15 209868 50 0 50 113 326 -55 271 136 4 140 0.12 49 22 0 113 25 9002.12 209786 50 0 50 113 326 -82 244 122 4 126 0.00 48 22 0 115 26 9002.09 209704 50 0 50 113 326 -82 244 122 4 126 0.00 58 23 0 115 27 9002.07 209649 52 0 52 113 330 -55 275 138 5 143 0.00 61 24 0 119 28 9002.06 209622 50 0 50 113 326 -27 299 150 5 155 0.00 58 28 0 137 29 9002.06 209622 50 0 50 113 326 0 326 163 5 168 0.00 53 27 0 136 30 9002.05 209595 50 0 50 101 302 -27 275 138 5 143 0.18 35 15 0 131 TOTAL CFS 1502 0 1502 3705 4120 103 4223 4232 TOTAL AF -2194 3004 0 3004 7410 10414 -2194 8220 8220 206 8446 1.08 50 22 0 8464 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 05/07/04 WATER AND POWER CONTROL DIVISION TIME: 08:34:47 LOVELAND, COLORADO APRIL 2004 EASTERN COLORADO PROJECTS GREEN MOUNTAIN RESERVOIR - COMPUTATION OF DAILY INFLOWS O U T F L O W DEPLETIONS GREEN MOUNTAIN DOTSERO LAKE TOTAL TUR- BY- CHANGE COMPUTED COLO. UNDE- T O T A L IN DENVER PLETED PREC TEMP DAY ELEV STORAGE BINES PASS STORAGE INFLOW SPGS. INFLOW (FEET) (AF) (CFS) (CFS) (CFS) (AF) (AF) (AF) (CFS) (CFS) (CFS) (CFS) (IN) MAX MIN (CFS) 68588 1 7898.33 68780 0 86 86 171 192 369 186 78 0 264 0.00 64 23 841 2 7898.50 68983 0 86 86 171 203 380 192 73 0 265 0.00 53 27 918 3 7898.66 69174 0 86 86 171 191 368 186 74 1 261 0.00 46 23 959 4 7898.81 69354 0 86 86 163 180 349 184 88 1 273 0.00 66 23 934 5 7899.01 69593 0 86 86 171 239 416 210 100 1 311 0.57 50 33 930 6 7899.21 69836 0 86 86 171 243 420 212 80 1 293 0.00 52 31 930 7 7899.43 70103 0 86 86 171 267 444 224 108 1 333 0.07 54 31 1030 8 7899.66 70382 0 69 69 137 279 422 213 110 2 325 0.00 47 32 1050 9 7899.96 70745 0 60 60 119 363 488 246 90 3 339 0.00 44 23 1110 10 7900.19 71027 0 60 60 119 282 407 205 71 4 280 0.00 36 14 1170 11 7900.40 71285 0 60 60 119 258 383 193 112 4 309 0.64 40 14 1050 12 7900.60 71531 0 60 60 119 246 371 187 84 4 275 0.00 46 23 975 13 7900.80 71776 0 60 60 119 245 370 187 84 4 275 0.00 57 29 923 14 7901.00 72022 0 60 60 119 246 371 187 84 4 275 0.00 57 27 906 15 7901.19 72259 0 60 60 119 237 362 183 70 4 257 0.00 57 28 922 16 7901.41 72532 0 60 60 119 273 398 201 71 5 277 0.00 61 26 926 17 7901.63 72806 0 59 59 117 274 397 200 95 5 300 0.00 62 26 965 18 7901.86 73093 0 59 59 117 287 410 207 67 5 279 0.03 44 23 1040 19 7902.08 73368 0 59 59 117 275 398 201 114 5 320 0.00 54 28 1030 20 7902.28 73620 0 59 59 117 252 375 189 74 5 268 0.02 45 26 966 21 7902.48 73871 0 59 59 117 251 374 189 102 4 295 0.10 46 23 935 22 7902.65 74085 0 59 59 117 214 337 170 86 4 260 0.00 42 23 933 23 7902.81 74287 0 59 59 117 202 325 164 86 4 254 0.00 40 21 885 24 7902.97 74488 0 59 59 117 201 324 163 86 4 253 0.00 49 21 846 25 7903.13 74692 0 59 59 117 204 327 165 72 4 241 0.06 49 26 844 26 7903.29 74896 0 59 59 117 204 327 165 72 4 241 0.00 61 26 848 27 7903.46 75113 0 59 59 117 217 340 171 86 5 262 0.00 63 29 818 28 7903.65 75355 0 62 62 123 242 371 187 100 5 292 0.00 61 33 875 29 7903.85 75611 0 54 54 107 256 369 186 113 5 304 0.00 57 27 978 30 7904.03 75841 0 62 62 123 230 359 181 88 5 274 0.00 36 20 1040 TOTAL CFS 0 1978 1978 5734 2618 103 8455 28577 TOTAL AF 7253 0 3918 3918 3918 7253 11351 11359 5189 206 16747 1.49 51 25 56608 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 05/07/04 WATER AND POWER CONTROL DIVISION TIME: 08:34:47 LOVELAND, COLORADO APRIL 2004 EASTERN COLORADO PROJECTS WILLOW CREEK RESERVOIR - COMPUTATION OF DAILY INFLOWS O U T F L O W CHANGE LAKE TOTAL TO TO MC- BUNTE SEEP- CANAL TOTAL OUTFLOW IN COMPUTED INFLOW ELEV STORAGE RIVER QUEARY HIGHLINE AGE1/ PRIMING PUMPED STORAGE DAY (FEET) (AF) (CFS) (CFS) (CFS) (CFS) (CFS) (CFS) (CFS) (AF) (AF) (AF) (CFS) 7539 1 8118.80 7622 7 0 0 2 0 0 9 18 83 102 51 2 8119.21 7715 7 0 0 2 0 0 9 18 93 112 56 3 8119.61 7806 7 0 0 2 0 0 9 18 91 110 55 4 8119.96 7887 7 0 0 1 0 0 8 15 81 97 51 5 8120.20 7943 7 0 0 1 15 0 23 46 56 103 52 6 8120.62 8042 7 0 0 1 0 0 8 16 99 116 58 7 8119.95 7885 7 0 0 1 14 115 137 272 -157 116 58 8 8119.22 7717 7 0 0 2 0 143 152 301 -168 134 68 9 8119.67 7820 7 0 0 2 0 0 9 18 103 122 62 10 8120.10 7920 7 0 0 2 0 0 9 18 100 119 60 11 8120.45 8002 7 0 0 2 0 0 9 18 82 101 51 12 8120.81 8087 7 0 0 1 0 0 8 16 85 102 51 13 8120.00 7897 7 0 0 1 16 109 133 264 -190 75 38 14 8119.06 7680 7 0 0 2 0 157 166 329 -217 113 57 15 8119.43 7765 7 0 0 2 0 0 9 18 85 104 52 16 8119.81 7853 7 0 0 2 0 0 9 18 88 107 54 17 8120.25 7955 7 0 0 1 0 0 8 16 102 119 60 18 8120.76 8075 7 0 0 1 0 0 8 16 120 137 69 19 8121.24 8189 7 0 0 1 0 0 8 16 114 131 66 20 8121.56 8266 7 0 0 1 20 0 28 56 77 134 68 21 8120.80 8084 7 0 0 1 8 143 159 315 -182 134 68 22 8119.17 7705 7 0 0 2 0 242 251 498 -379 120 61 23 8118.87 7637 7 0 0 3 0 89 99 196 -68 129 65 24 8119.28 7731 7 0 0 2 0 0 9 18 94 113 57 25 8119.72 7832 7 0 0 2 0 0 9 18 101 120 61 26 8120.10 7920 7 0 0 1 0 0 8 16 88 105 53 27 8120.49 8011 7 0 0 1 0 0 8 16 91 108 54 28 8120.80 8084 7 0 0 1 21 0 29 58 73 132 67 29 8119.95 7885 7 0 0 2 7 151 167 331 -199 133 67 30 8119.38 7753 7 0 0 2 0 150 159 315 -132 184 93 TOTAL CFS 210 0 0 47 101 1299 1657 1783 TOTAL AF 214 419 0 0 94 202 2578 3288 3288 214 3532 3532 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 05/07/04 WATER AND POWER CONTROL DIVISION TIME: 08:34:47 LOVELAND, COLORADO APRIL 2004 EASTERN COLORADO PROJECTS WINDY GAP PROJECT DAILY FLOWS COLO R. FRASER R. PUMPED FROM COLO R. PRECIP ABOVE AT CONFLU. WINDY GAP BELOW AT W.GAP FRASER RESERVOIR W.GAP RESER. RESERVOIR DAY (CFS) (CFS) (CFS) (AF) (CFS) (IN) 1 0 0 0 0 0 0.00 2 0 0 0 0 0 0.00 3 0 0 0 0 0 0.00 4 0 0 0 0 0 0.00 5 0 0 0 0 0 0.00 6 0 0 0 0 0 0.00 7 0 0 0 0 0 0.00 8 0 0 0 0 0 0.00 9 0 0 0 0 0 0.00 10 0 0 0 0 0 0.00 11 0 0 0 0 0 0.00 12 0 0 0 0 0 0.00 13 0 0 0 0 0 0.00 14 0 0 0 0 0 0.00 15 0 0 0 0 0 0.00 16 0 0 0 0 0 0.00 17 0 0 0 0 0 0.00 18 0 0 0 0 0 0.00 19 0 0 0 0 0 0.00 20 0 0 0 0 0 0.00 21 0 0 0 0 0 0.00 22 0 0 0 0 0 0.00 23 0 0 0 0 0 0.00 24 0 0 0 0 0 0.00 25 0 0 0 0 0 0.00 26 0 0 0 0 0 0.00 27 0 0 0 0 0 0.00 28 0 0 0 0 0 0.00 29 0 0 0 0 0 0.00 30 0 0 0 0 0 0.00 TOTAL CFS 0 0 0 0 TOTAL AF 0 0 0 0 0 0.00 1 PICK SLOAN MISSOURI BASIN PROGRAM UNITED STATES BUREAU OF RECLAMATION WESTERN DIVISION WATER AND POWER SYSTEM AS OF 05/07/04 WATER AND POWER CONTROL DIVISION TIME: 08:34:47 LOVELAND, COLORADO APRIL 2004 EASTERN COLORADO PROJECTS GRAND LAKE - SHADOW MOUNTAIN RESERVOIRS - COMPUTATION OF DAILY INFLOWS O U T F L O W C O M P U T E D I N F L O W ELEVATION ADAMS CHANGE PUMPED TO G R A N D L A K E GRAND SHADOW TOTAL TUNNEL BY TOTAL OUTFLOW IN TOTAL FROM GL. - SM. P R E C TEMP DAY LAKE MTN STORAGE E.P.1 PASS STORAGE GRANBY 6SSW 1NW 6SSW (FEET) (FEET) (AF) (CFS) (CFS) (CFS) (AF) (AF) (AF) (AF) (AF) (CFS) (IN) (IN) MAX MIN 17767 1 8366.60 8366.72 17793 428 20 448 889 26 925 664 261 132 0.00 0.00 62 20 2 8366.59 8366.74 17814 449 20 469 930 21 961 730 231 116 0.00 0.00 60 28 3 8366.56 8366.72 17772 545 20 565 1121 -42 1089 879 210 106 0.02 0.07 49 30 4 8366.55 8366.70 17741 549 20 569 1082 -31 1061 791 270 142 0.00 0.00 59 21 5 8366.60 8366.73 17806 499 20 519 1029 65 1104 694 410 207 0.00 0.02 56 32 6 8366.55 8366.68 17714 487 20 507 1006 -92 924 712 212 107 0.03 0.15 57 32 7 8366.57 8366.68 17724 457 20 477 946 10 966 657 309 156 0.01 0.02 54 28 8 8366.57 8366.68 17724 451 20 471 934 0 944 682 262 132 0.02 0.02 50 29 9 8366.53 8366.68 17704 436 20 456 904 -20 894 466 428 216 0.28 0.35 51 31 10 8366.57 8366.68 17724 418 20 438 869 20 899 682 217 109 0.08 0.01 35 22 11 8366.64 8366.74 17840 413 20 433 859 116 985 801 184 93 0.00 0.00 40 13 12 8366.64 8366.75 17853 405 20 425 843 13 866 643 223 112 0.08 0.20 44 6 13 8366.54 8366.64 17656 379 20 399 791 -197 604 458 146 74 0.00 0.01 60 23 14 8366.55 8366.65 17674 390 20 410 813 18 841 605 236 119 0.00 0.00 60 22 15 8366.62 8366.73 17816 390 20 410 813 142 965 716 249 126 0.00 0.00 59 32 16 8366.60 8366.70 17767 407 20 427 847 -49 808 557 251 127 0.00 0.00 65 25 17 8366.55 8366.66 17687 434 20 454 900 -80 830 563 267 135 0.00 0.00 67 22 18 8366.57 8366.73 17790 451 20 471 934 103 1047 718 329 166 0.01 0.02 51 27 19 8366.63 8366.73 17821 424 20 444 881 31 922 752 170 86 0.00 0.01 57 23 20 8366.61 8366.72 17798 422 20 442 877 -23 864 712 152 77 0.00 0.01 60 29 21 8366.64 8366.75 17853 437 20 457 906 55 971 680 291 147 0.02 0.10 46 27 22 8366.56 8366.73 17785 446 20 466 924 -68 866 641 225 113 0.04 0.10 42 21 23 8366.57 8366.68 17724 447 20 467 926 -61 875 692 183 92 0.00 0.01 41 29 24 8366.61 8366.71 17785 412 20 432 857 61 928 746 182 92 0.00 0.00 51 19 25 8366.60 8366.70 17767 400 20 420 833 -18 825 629 196 99 0.16 0.19 51 29 26 8366.61 8366.72 17798 397 20 417 827 31 868 659 209 105 0.00 0.00 59 23 27 8366.60 8366.68 17740 372 20 392 778 -58 730 530 200 101 0.00 0.01 67 21 28 8366.62 8366.72 17803 348 20 368 730 63 803 520 283 143 0.00 0.00 65 25 29 8366.60 8366.72 17793 343 20 363 720 -10 720 440 280 141 0.00 0.01 64 34 30 8366.59 8366.70 17761 343 20 363 720 -32 698 422 276 139 0.03 0.05 56 31 TOTAL CFS 12779 600 13379 3710 55 25 TOTAL AF -6 25301.4 1198 26489 26489 -6 26783 19441 7342 7346 0.78 1.36 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 05/07/04 WATER AND POWER CONTROL DIVISION TIME: 08:34:47 LOVELAND, COLORADO APRIL 2004 EASTERN COLORADO PROJECTS GRANBY RESERVOIR - COMPUTATION OF DAILY INFLOWS O U T F L O W C O M P U T E D I N F L O W CHANGE NATURAL LAKE TOTAL PUMPED SPILL SEEP TOTAL OUTFLOW IN TOTAL INFLOW FROM FROM FROM TO INFLOW YMCA ELEV STORAGE TO SM VALVES WAY AGE STORAGE SM W.CR W.GAP GRANBY GR-GL-SM GAGE DAY (FEET) (AF) (CFS) (CFS) (CFS) (CFS) (CFS) (AF) (AF) (AF) (CFS) (CFS) (CFS) (CFS) (CFS) (CFS) (CFS) 248793 1 8232.43 248348 335 20 0 2.0 357 708 -445 289 146 20 0 0 126 258 0 2 8232.35 247953 368 20 0 2.0 390 774 -395 405 204 20 0 0 184 300 0 3 8232.22 247312 443 20 0 2.0 465 922 -641 307 155 20 0 0 135 241 0 4 8232.11 246770 416 20 0 2.0 438 833 -542 317 167 20 0 0 147 289 0 5 8232.01 246278 350 20 0 2.0 372 738 -492 272 137 20 0 0 117 324 0 6 8231.93 245925 359 20 0 2.0 381 756 -353 429 216 20 0 0 196 303 0 7 8231.87 245631 331 19 0 3.0 353 700 -294 432 218 20 115 0 83 239 0 8 8231.86 245582 344 20 0 2.0 366 726 -49 703 354 20 143 0 191 323 0 9 8231.84 245484 235 20 0 2.0 257 510 -98 438 221 20 0 0 201 417 0 10 8231.74 244993 344 20 0 2.0 366 726 -491 261 132 20 0 0 112 221 0 11 8231.61 244357 404 20 0 2.0 426 845 -636 235 118 20 0 0 98 191 0 12 8231.53 243966 324 20 0 2.0 346 686 -391 321 162 20 0 0 142 254 0 13 8231.51 243868 231 20 0 2.0 253 502 -98 430 217 20 109 0 88 162 0 14 8231.48 243721 305 20 0 2.0 327 649 -147 528 266 20 157 0 89 208 0 15 8231.35 243086 361 20 0 2.0 383 760 -635 151 76 20 0 0 56 182 0 16 8231.25 242598 281 20 0 2.0 303 601 -488 139 70 20 0 0 50 177 0 17 8231.17 242209 284 20 0 2.0 306 607 -389 244 123 20 0 0 103 238 0 18 8231.05 241624 362 20 0 2.0 384 762 -585 203 102 20 0 0 82 248 0 19 8230.96 241187 379 20 0 2.0 401 795 -437 384 194 20 0 0 174 260 0 20 8230.87 240749 359 20 0 1.0 380 754 -438 342 172 20 0 0 152 229 0 21 8230.81 240458 343 20 0 1.0 364 722 -291 457 230 20 143 0 67 214 0 22 8230.81 240458 323 20 0 1.0 344 682 0 708 357 20 242 0 95 208 0 23 8230.74 240118 349 20 0 1.0 370 734 -340 420 212 20 89 0 103 195 0 24 8230.61 239488 376 20 0 1.0 397 787 -630 183 92 20 0 0 72 164 0 25 8230.51 239004 317 20 0 1.0 338 670 -484 212 107 20 0 0 87 186 0 26 8230.40 238472 332 25 0 1.0 358 710 -532 204 103 20 0 0 83 188 0 27 8230.31 238037 267 32 0 1.0 300 595 -435 186 94 20 0 0 74 175 23 28 8230.22 237603 262 32 0 1.0 295 585 -434 177 89 20 0 0 69 212 22 29 8230.21 237555 222 32 0 1.0 255 506 -48 484 244 20 151 0 73 214 22 30 8230.23 237651 213 45 0 1.0 259 514 96 636 321 20 150 0 151 290 35 TOTAL CFS 9819 665 0 50.0 10534 5299 600 1299 0 3400 7110 102 TOTAL AF -11142 19441 1324 0 99.0 20859 20859 -11142 10497 10497 1198 2578 0 6734 14078 203 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 05/07/04 WATER AND POWER CONTROL DIVISION TIME: 08:34:47 LOVELAND, COLORADO APRIL 2004 EASTERN COLORADO PROJECTS MARYS AND ESTES WATER REGULATION BIG THOMPSON RIVER S T O R A G E LAKE E S T E S ELVATION TOTAL ESTES B Y P A S S CHANGE WIND O L Y M P U S COM- P A R K IN ADAMS RIVER PUTED MARYS ESTES MARYS LAKE MARYS LAKE STOR- TUNNEL DIVER- T U N N E L NATIVE BELOW SKIM POWER POWER PREC TEMP LAKE ESTES LAKE ESTES AGE 1 SION INFLOW PLANT PLANT DAY (FT) (FT) (AF) (AF) (AF) (AF) (CFS) (CFS) (AF) (CFS) (CFS) (CFS) (CFS) (AF) (AF) (IN) (MAX) (MIN) +8000. +7400. 507 2822 1 30.53 73.32 562 2768 1 848.9 428.0 0.00 854.9 431.0 37.0 34.0 0 0 0 0.00 74 27 2 29.72 73.49 534 2797 1 890.6 449.0 0.00 932.2 470.0 61.0 40.0 0 0 0 0.32 48 30 3 27.92 73.57 473 2811 -47 1081.0 545.0 0.00 1090.9 550.0 25.0 44.0 0 0 0 0.08 42 30 4 27.05 73.93 445 2875 36 1043.6 549.0 0.00 1043.6 549.0 79.0 61.0 0 0 0 0.00 58 28 5 27.19 73.81 450 2853 -17 989.8 499.0 0.00 973.9 491.0 45.0 62.0 0 0 0 0.64 53 33 6 31.91 73.17 612 2742 51 965.9 487.0 0.00 975.9 492.0 94.0 64.0 0 0 0 0.00 52 34 7 34.81 72.38 721 2607 -26 906.4 457.0 1.00 908.4 458.0 73.0 86.0 0 0 0 0.16 45 31 8 34.02 72.51 691 2629 -8 894.5 451.0 1.00 896.5 452.0 82.0 86.0 0 0 0 0.20 54 36 9 34.12 72.53 694 2633 7 864.8 436.0 1.00 864.8 436.0 86.0 84.0 0 0 0 0.20 42 25 10 34.12 72.31 694 2596 -37 829.1 418.0 1.00 896.5 452.0 65.0 51.0 14 0 0 0.32 29 21 11 32.30 72.21 626 2579 -85 819.2 413.0 1.00 926.3 467.0 61.0 51.0 11 0 0 0.04 41 9 12 29.41 72.88 523 2692 10 803.3 405.0 1.00 846.9 427.0 76.0 50.0 25 0 0 0.00 48 17 13 29.01 73.02 509 2716 10 751.7 379.0 1.00 803.3 405.0 81.0 51.0 31 0 0 0.00 58 27 14 31.52 72.30 598 2594 -33 773.6 390.0 1.00 856.9 432.0 74.0 50.0 23 0 0 0.00 58 30 15 32.15 72.15 621 2569 -2 773.6 390.0 1.00 823.1 415.0 74.0 51.0 23 0 0 0.00 61 37 16 32.23 72.10 624 2561 -5 807.3 407.0 1.00 858.8 433.0 73.0 51.0 21 0 0 0.00 63 34 17 30.68 72.53 567 2633 15 860.8 434.0 1.00 904.5 456.0 80.0 52.0 29 0 0 0.00 67 28 18 30.49 72.47 561 2623 -16 894.5 451.0 1.00 958.0 483.0 74.0 51.0 24 0 0 0.00 45 35 19 29.48 72.79 525 2677 18 841.0 424.0 2.00 936.2 472.0 105.0 50.0 54 0 0 0.00 51 29 20 30.59 72.09 564 2559 -79 837.0 422.0 2.00 962.0 485.0 72.0 51.0 21 0 0 0.00 49 34 21 30.52 71.88 562 2524 -37 866.8 437.0 1.00 960.0 484.0 78.0 51.0 27 0 0 0.32 39 30 22 30.68 72.09 567 2559 40 884.6 446.0 2.00 900.5 454.0 77.0 51.0 26 0 0 0.08 35 27 23 30.56 72.36 563 2604 41 886.6 447.0 2.00 892.6 450.0 72.0 51.0 22 0 0 0.08 40 28 24 32.74 72.04 642 2551 26 817.2 412.0 1.00 825.1 416.0 66.0 50.0 16 0 0 0.00 52 25 25 32.46 72.21 632 2579 18 793.4 400.0 1.00 825.1 416.0 74.0 50.0 23 0 0 0.00 52 31 26 31.07 72.72 581 2665 35 787.4 397.0 1.00 795.4 401.0 71.0 51.0 21 0 0 0.04 62 31 27 31.59 72.56 600 2638 -8 737.9 372.0 2.00 801.3 404.0 76.0 50.0 26 0 0 0.00 66 34 28 31.28 72.52 589 2631 -18 690.2 348.0 2.00 797.4 402.0 93.0 50.0 43 0 0 0.00 65 44 29 30.76 72.85 570 2687 37 680.3 343.0 2.00 749.8 378.0 101.0 50.0 47 0 0 0.08 42 27 30 30.01 72.81 544 2680 -33 680.3 343.0 2.00 801.3 404.0 96.0 54.0 -5 0 0 0.16 34 24 TOTAL CFS 12779.0 13465.0 2221.0 1628.0 522 TOTAL AF 37 -142 -105 63.47 4399. 3224. 1035 0 0 2.72 51 29 25301.4 26662.1 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 05/07/04 WATER AND POWER CONTROL DIVISION TIME: 08:34:47 LOVELAND, COLORADO APRIL 2004 EASTERN COLORADO PROJECTS MARYS LAKE & LAKE ESTES INFLOW/OUTFLOW REGULATION G A U G E D F L O W ESTES & LAKE BIG BIG MARYS ESTES THOMP- THOMP- TOTAL COM- SON SON CHANGE PUTED ADAMS WIND FISH RIVER T O T A L OLYMPUS RIVER T O T A L IN NATIVE TUNNEL RIVER CREEK ABOVE I N F L O W TUNNEL BELOW O U T F L O W STORAGE INFLOW 1 2 DAY (CFS) (CFS) (CFS) (CFS) (CFS) (AF) (CFS) (CFS) (CFS) (AF) (AF) (CFS) 1 428.0 0.0 1.0 25.0 465.0 922 431.0 34.0 465.0 922 1 37.0 2 449.0 0.0 1.0 30.0 510.0 1012 470.0 40.0 510.0 1012 1 61.0 3 545.0 0.0 1.0 36.0 570.0 1131 550.0 44.0 594.0 1178 -47 25.0 4 549.0 0.0 1.0 33.0 628.0 1194 549.0 61.0 610.0 1160 36 79.0 5 499.0 0.0 1.0 45.0 544.0 1079 491.0 62.0 553.0 1097 -17 45.0 6 487.0 0.0 2.0 55.0 581.0 1152 492.0 64.0 556.0 1103 51 94.0 7 457.0 1.0 1.0 60.0 530.0 1051 458.0 86.0 544.0 1079 -26 73.0 8 451.0 1.0 2.0 59.0 533.0 1057 452.0 86.0 538.0 1067 -8 82.0 9 436.0 1.0 2.0 65.0 522.0 1035 436.0 84.0 520.0 1031 7 86.0 10 418.0 1.0 2.0 54.0 483.0 958 452.0 51.0 503.0 998 -37 65.0 11 413.0 1.0 2.0 50.0 474.0 940 467.0 51.0 518.0 1027 -85 61.0 12 405.0 1.0 2.0 49.0 481.0 954 427.0 50.0 477.0 946 10 76.0 13 379.0 1.0 3.0 49.0 460.0 912 405.0 51.0 456.0 904 10 81.0 14 390.0 1.0 3.0 56.0 464.0 920 432.0 50.0 482.0 956 -33 74.0 15 390.0 1.0 3.0 55.0 464.0 920 415.0 51.0 466.0 924 -2 74.0 16 407.0 1.0 3.0 54.0 480.0 952 433.0 51.0 484.0 960 -5 73.0 17 434.0 1.0 3.0 58.0 514.0 1020 456.0 52.0 508.0 1008 15 80.0 18 451.0 1.0 3.0 71.0 525.0 1041 483.0 51.0 534.0 1059 -16 74.0 19 424.0 2.0 3.0 64.0 529.0 1049 472.0 50.0 522.0 1035 18 105.0 20 422.0 2.0 3.0 58.0 494.0 980 485.0 51.0 536.0 1063 -79 72.0 21 437.0 1.0 3.0 57.0 515.0 1021 484.0 51.0 535.0 1061 -37 78.0 22 446.0 2.0 3.0 56.0 523.0 1037 454.0 51.0 505.0 1002 40 77.0 23 447.0 2.0 3.0 51.0 519.0 1029 450.0 51.0 501.0 994 41 72.0 24 412.0 1.0 3.0 49.0 478.0 948 416.0 50.0 466.0 924 26 66.0 25 400.0 1.0 3.0 53.0 474.0 940 416.0 50.0 466.0 924 18 74.0 26 397.0 1.0 3.0 51.0 468.0 928 401.0 51.0 452.0 897 35 71.0 27 372.0 2.0 3.0 57.0 448.0 889 404.0 50.0 454.0 900 -8 76.0 28 348.0 2.0 3.0 73.0 441.0 875 402.0 50.0 452.0 897 -18 93.0 29 343.0 2.0 3.0 75.0 444.0 881 378.0 50.0 428.0 849 37 101.0 30 343.0 2.0 3.0 70.0 439.0 871 404.0 54.0 458.0 908 -33 96.0 TOTAL CFS 12779.0 72.0 1618.0 15000.0 13465.0 1628.0 15093.0 2221.0 AF 25301.4 63.5 142.8 3206.5 29700.1 29698 26662.1 3224.0 29886.1 29885 -105 4398.8 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 05/07/04 WATER AND POWER CONTROL DIVISION TIME: 08:34:47 LOVELAND, COLORADO APRIL 2004 EASTERN COLORADO PROJECTS FOOTHILLS WATER REGULATION PINEWOOD F L A T I R O N CARTER LAKE HORSETOOTH BY- AVG PASS ELEV STORAGE ELEV STORAGE FLATIRON PUMP FLATIRON # 3 GEN. ELEV ELEV STORAGE ELEV STORAGE POLE (FT) (AF) (FT) (FT) HILL +6500. +5400. (AF) MWH KWH/AF (AF) AVG. MWH KWH/AF (AF) AVG. +5400. (FT) (AF) (FT) (AF) (AF) DAY CFS CFS 1838 614 52552 156715 1 77.2 1918 65.8 459 224.0 290.6 770.8 388.6 0.0 188.0 0.0 0.0 68.2 5701.08 53150 5429.85 156429 0 2 76.7 1873 64.4 407 223.0 291.5 765.0 385.7 0.0 188.7 0.0 0.0 65.9 5701.89 53865 5429.84 156409 0 3 76.0 1811 65.8 459 223.0 292.4 762.7 384.6 0.0 189.4 0.0 0.0 67.0 5702.69 54574 5429.87 156470 0 4 76.0 1811 65.8 459 213.0 293.1 726.7 382.3 0.0 190.0 0.0 0.0 66.4 5703.36 55171 5429.97 156674 0 5 74.6 1691 69.3 601 225.0 293.9 765.5 385.9 0.0 190.7 0.0 0.0 67.7 5704.10 55834 5430.06 156857 0 6 75.0 1725 68.9 584 223.0 294.6 757.1 381.7 0.0 191.2 0.0 0.0 70.1 5704.67 56346 5430.06 156857 0 7 75.0 1725 69.0 588 223.0 295.4 755.0 380.6 0.0 191.8 0.0 0.0 69.3 5705.41 57013 5430.08 156898 0 8 74.2 1658 71.0 676 224.0 296.2 756.3 381.3 0.0 192.4 0.0 0.0 69.3 5706.13 57665 5430.08 156898 0 9 75.4 1759 69.4 606 221.0 296.9 744.4 375.3 0.0 192.9 0.0 0.0 70.1 5706.74 58220 5430.13 157000 0 10 76.0 1811 68.6 572 222.0 297.7 745.8 376.0 0.0 193.5 0.0 0.0 68.1 5707.44 58859 5430.11 156959 0 11 76.6 1864 67.1 510 222.0 298.4 744.0 375.1 0.0 194.1 0.0 0.0 67.4 5708.09 59455 5430.08 156898 0 12 74.9 1717 69.5 610 222.0 299.2 741.9 374.1 0.0 194.7 0.0 0.0 69.1 5708.80 60108 5430.06 156857 0 13 73.8 1625 70.2 640 222.0 300.0 740.1 373.1 0.0 195.2 0.0 0.0 70.2 5709.45 60709 5430.06 156857 0 14 74.6 1691 68.1 551 223.0 300.7 741.7 373.9 0.0 195.7 0.0 0.0 69.8 5710.06 61274 5430.01 156755 0 15 74.5 1683 67.5 526 221.0 301.2 733.6 369.9 0.0 196.1 0.0 0.0 67.1 5710.56 61739 5429.96 156653 0 16 74.2 1658 67.0 506 221.0 301.9 732.0 369.0 0.0 196.6 0.0 0.0 67.2 5711.14 62280 5429.91 156551 0 17 73.2 1578 68.3 559 222.0 302.5 733.8 370.0 0.0 197.1 0.0 0.0 68.9 5711.67 62776 5429.89 156511 0 18 73.1 1570 68.5 567 221.0 303.2 729.0 367.5 0.0 197.5 0.0 0.0 69.2 5712.20 63274 5429.87 156470 0 19 73.2 1578 68.1 551 222.0 303.8 730.7 368.4 0.0 197.9 0.0 0.0 69.6 5712.77 63811 5429.85 156429 0 20 73.5 1601 67.8 538 221.0 304.5 725.8 365.9 0.0 198.4 0.0 0.0 69.1 5713.33 64340 5429.80 156327 0 21 73.5 1601 67.9 542 223.0 305.0 731.2 368.7 0.0 198.7 0.0 0.0 69.6 5713.73 64719 5429.84 156409 0 22 73.2 1578 69.5 610 220.0 305.7 719.6 362.8 0.0 199.2 0.0 0.0 69.7 5714.38 65337 5429.82 156368 0 23 73.2 1578 70.5 654 221.0 306.3 721.6 363.8 0.0 199.6 0.0 0.0 70.8 5714.83 65765 5429.84 156409 0 24 74.1 1650 68.4 563 221.0 306.8 720.3 363.1 0.0 200.0 0.0 0.0 69.7 5715.29 66205 5429.77 156266 0 25 76.3 1838 66.5 486 182.0 307.4 592.1 298.5 0.0 200.3 0.0 0.0 67.0 5715.74 66636 5429.73 156185 0 26 75.9 1802 66.7 494 219.0 308.0 711.0 358.4 0.0 200.7 0.0 0.0 66.7 5716.29 67165 5429.67 156063 0 27 75.5 1768 67.2 514 220.0 308.6 712.9 359.4 0.0 201.1 0.0 0.0 67.2 5716.75 67608 5429.65 156022 0 28 74.5 1683 68.5 567 220.0 309.3 711.4 358.6 0.0 201.5 0.0 0.0 69.2 5717.30 68139 5429.58 155880 0 29 74.1 1650 66.8 498 218.0 309.9 703.5 354.7 0.0 201.9 0.0 0.0 68.8 5717.80 68623 5429.55 155819 0 30 73.5 1601 66.7 494 218.0 310.4 702.2 354.0 0.0 202.2 0.0 0.0 66.5 5718.26 69070 5429.48 155676 0 TOTAL CFS 11071.1 TOTAL AF -237 -120 6600.0 21927.621927.6 0.0 0.0 0.0 16518 -1039 0 NOTE: USE FACTOR OF 1.98347 TO CONVERT CFS TO AF/DAY, 0.50417 TO CONVERT AF/DAY TO CFS FACTORS=2.066116 AND.483988 FOR 25 HR/DAY 1.900825 AND .526087 FOR 23 HR/DAY 1 PICK SLOAN MISSOURI BASIN PROGRAM UNITED STATES BUREAU OF RECLAMATION WESTERN DIVISION WATER AND POWER SYSTEM AS OF 05/07/04 WATER AND POWER CONTROL DIVISION TIME: 08:34:47 LOVELAND, COLORADO APRIL 2004 EASTERN COLORADO PROJECTS LOVELAND WASTE- WINDY SURPLUS DECREE SKIM TOTAL WAY INFLOW WIND WINDY GAP WATER WATER WATER DILLE TO B. T. TO GAP OPEN THRU THRU THRU B. T. POWER HORSE- DAY RIVER METERS FLOW DILLE DILLE DILLE TUNNEL RIVER PLANT TOOTH 1 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 60.00 2 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 84.00 3 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 124.00 4 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 149.00 5 0.00 0.00 2.60 0.00 0.00 0.00 0.00 0.00 0.00 90.00 6 0.00 0.00 4.00 0.00 0.00 0.00 0.00 2.80 0.00 76.00 7 0.00 0.00 4.00 0.00 0.00 0.00 0.00 4.00 0.00 49.00 8 0.00 0.00 4.00 0.00 0.00 0.00 0.00 4.70 0.00 39.00 9 0.00 0.00 4.00 0.00 0.00 0.00 0.00 5.00 0.00 23.00 10 0.00 0.00 4.00 0.00 0.00 0.00 0.00 30.00 0.00 21.00 11 0.00 0.00 4.00 0.00 0.00 0.00 0.00 52.00 0.00 21.00 12 0.00 0.00 4.00 0.00 0.00 0.00 0.00 44.00 0.00 22.00 13 0.00 0.00 2.00 0.00 0.00 0.00 0.00 30.00 0.00 18.00 14 0.00 0.00 1.00 0.00 0.00 0.00 0.00 32.00 0.00 15.00 15 0.00 0.00 1.00 0.00 0.00 0.00 0.00 31.00 0.00 15.00 16 0.00 0.00 1.00 0.00 0.00 0.00 0.00 36.00 0.00 29.00 17 0.00 0.00 1.00 0.00 0.00 0.00 0.00 30.00 0.00 51.00 18 0.00 0.00 1.00 0.00 0.00 0.00 0.00 32.00 0.00 52.00 19 0.00 0.00 1.00 0.00 0.00 0.00 0.00 35.00 0.00 53.00 20 0.00 0.00 1.00 0.00 0.00 0.00 0.00 35.00 0.00 52.00 21 0.00 0.00 1.00 0.00 0.00 0.00 0.00 34.00 0.00 52.00 22 0.00 0.00 1.00 0.00 0.00 0.00 0.00 25.00 0.00 34.00 23 0.00 0.00 1.00 0.00 0.00 0.00 0.00 25.00 0.00 18.00 24 0.00 0.00 1.00 0.00 0.00 0.00 0.00 27.00 0.00 15.00 25 0.00 0.00 1.00 0.00 0.00 0.00 0.00 26.00 0.00 15.00 26 0.00 0.00 1.00 0.00 0.00 0.00 0.00 20.00 0.00 15.00 27 0.00 0.00 1.00 0.00 0.00 0.00 0.00 21.00 0.00 15.00 28 0.00 0.00 1.00 0.00 0.00 0.00 0.00 28.00 0.00 15.00 29 0.00 0.00 1.00 0.00 0.00 0.00 0.00 34.00 0.00 15.00 30 0.00 0.00 1.00 0.00 0.00 0.00 0.00 45.00 0.00 15.00 TOTAL CFS 0.00 0.00 49.60 0.00 0.00 0.00 0.00 688.50 0.00 1252.00 TOTAL AF 0.00 0.00 98.38 0.00 0.00 0.00 0.00 1365.62 0.00 2470.99 ADJUSTMENT AF 52.40 TOTAL FLOW OR DELIVERY AF 2418.59 METERED DELIVERY AF 678.20 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 05/07/04 WATER AND POWER CONTROL DIVISION TIME: 08:34:47 LOVELAND, COLORADO APRIL 2004 EASTERN COLORADO PROJECTS WATER ORDERS - NORTHERN COLORADO WATER CONSERVANCY DISTRICT & MUNICIPAL SUBDISTRICT ST. HANSEN CUMULATIVE VRAIN BIG FEEDER HANSEN DIXON DAILY SEASON ABOVE SUPPLY THOMPSON CANAL SUPPLY FEEDER TOTAL TOTAL DAY FLATIRON CANAL RIVER TURNOUTS CANAL CANAL ORDERS (AF) 16716.80 1 0.00 0.00 0.00 0.00 14.60 0.00 14.60 16746.00 2 0.00 0.00 0.00 0.00 28.00 0.00 28.00 16802.00 3 0.00 0.00 0.00 0.00 28.00 0.00 28.00 16858.00 4 0.00 0.00 0.00 0.00 26.85 0.00 26.85 16911.70 5 0.00 43.75 0.00 0.00 20.20 0.00 63.95 17039.60 6 0.00 50.00 2.85 0.00 15.50 0.00 68.35 17176.30 7 0.00 50.00 4.00 0.00 15.50 0.00 69.50 17315.30 8 0.00 50.00 4.70 0.00 12.70 0.00 67.40 17450.10 9 0.00 50.00 5.00 0.00 11.00 0.00 66.00 17582.10 10 0.00 50.00 5.00 0.00 11.00 0.00 66.00 17714.10 11 0.00 50.00 5.00 0.00 11.00 0.00 66.00 17846.10 12 0.00 47.70 5.00 0.00 10.40 0.00 63.10 17972.30 13 0.00 46.00 5.00 0.00 10.00 0.00 61.00 18094.30 14 0.00 46.00 5.00 0.00 10.00 0.00 61.00 18216.30 15 0.00 66.00 12.10 0.00 10.00 0.00 88.10 18392.50 16 0.00 76.00 15.00 0.00 11.15 0.00 102.15 18596.80 17 0.00 76.00 9.00 0.00 11.80 0.00 96.80 18790.40 18 0.00 76.00 1.90 0.00 11.80 0.00 89.70 18969.80 19 0.00 76.00 0.00 0.00 14.25 0.00 90.25 19150.30 20 0.00 76.00 0.00 0.00 14.50 0.00 90.50 19331.30 21 0.00 76.00 0.00 0.00 14.00 0.00 90.00 19511.30 22 0.00 76.00 0.00 0.00 13.00 0.00 89.00 19689.30 23 0.00 76.00 0.00 0.00 12.50 0.00 88.50 19866.30 24 0.00 76.00 0.00 0.00 12.50 0.00 88.50 20043.30 25 0.00 76.00 0.00 0.00 12.50 0.00 88.50 20220.30 26 0.00 76.00 0.00 0.00 12.50 0.00 88.50 20397.30 27 0.00 76.00 0.00 0.00 13.75 0.00 89.75 20576.80 28 0.00 76.00 0.00 0.00 14.50 0.00 90.50 20757.80 29 0.00 76.00 0.00 0.00 14.50 0.00 90.50 20938.80 30 0.00 76.00 0.00 0.00 14.50 0.00 90.50 21119.80 TOTAL CFS 0.00 1689.45 79.55 0.00 432.50 0.00 2201.50 TOTAL AF 0.00 3378.90 159.10 0.00 865.00 0.00 4403.00 21119.80 METERED DELIVERY AF 10.40 1128.40 52.40 0.00 1649.60 2840.80 23960.60 TOTAL FLOW OR DELIVERY AF * 10.40 4507.30 159.10 52.40 865.00 1649.60 7243.80 23960.60 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 2004 PREC. AND EVAP. SUMMARY SHADOW MTN. ESTES POLE CARTER DILLON GREEN MOUNTAIN WILLOW CR. GL6SSW GL1NW GRANBY GRAND LAKE PARK HILL FLATIRON LAKE HORSETOOTH PREC. PREC. EVAP. EVAP. PREC. PREC. EVAP. EVAP. PREC. PREC. PREC. EVAP. PREC. EVAP. (IN) (IN) (AF) (AF) (IN) (IN) (AF) (AF) (IN) (IN) (IN) (AF) (IN) (AF) 1 0.00 0.00 6. 1. 0.00 0.00 27. 10. 0.00 0.00 0.00 4. 0.00 10. 2 0.03 0.00 7. 1. 0.00 0.00 27. 10. 0.32 0.00 0.00 4. 0.01 8. 3 0.00 0.00 7. 1. 0.02 0.07 27. 10. 0.08 0.00 0.00 12. 0.13 6. 4 0.11 0.00 7. 1. 0.00 0.00 27. 10. 0.00 0.00 0.12 -2. 0.00 16. 5 0.19 0.57 7. 1. 0.00 0.02 27. 10. 0.64 0.18 0.22 -7. 0.12 1. 6 0.00 0.00 7. 1. 0.03 0.15 27. 10. 0.00 0.00 0.00 11. 0.01 23. 7 0.09 0.07 7. 1. 0.01 0.02 27. 10. 0.16 0.22 0.10 -3. 0.05 1. 8 0.08 0.00 7. 1. 0.02 0.02 27. 10. 0.20 0.00 0.11 -1. 0.12 -4. 9 0.03 0.00 7. 1. 0.28 0.35 27. 10. 0.20 0.30 0.00 30. 0.36 6. 10 0.00 0.00 7. 1. 0.08 0.01 27. 10. 0.32 0.00 0.00 39. 0.68 -29. 11 0.12 0.64 7. 1. 0.00 0.00 27. 10. 0.04 0.00 1.14 -81. 0.00 14. 12 0.00 0.00 7. 1. 0.08 0.20 27. 10. 0.00 0.69 0.00 13. 0.08 15. 13 0.00 0.00 7. 1. 0.00 0.01 27. 10. 0.00 0.00 0.00 11. 0.00 25. 14 0.01 0.00 7. 1. 0.00 0.00 27. 10. 0.00 0.00 0.00 8. 0.00 19. 15 0.00 0.00 7. 1. 0.00 0.00 26. 10. 0.00 0.00 0.00 15. 0.00 32. 16 0.00 0.00 7. 1. 0.00 0.00 26. 10. 0.00 0.00 0.00 15. 0.00 32. 17 0.00 0.00 7. 1. 0.00 0.00 26. 10. 0.00 0.00 0.00 14. 0.00 31. 18 0.05 0.03 7. 1. 0.01 0.02 26. 10. 0.00 0.00 0.00 15. 0.00 32. 19 0.00 0.00 7. 1. 0.00 0.01 26. 10. 0.00 0.00 0.00 12. 0.00 26. 20 0.02 0.02 7. 1. 0.00 0.01 26. 10. 0.00 0.00 0.00 15. 0.00 32. 21 0.05 0.10 7. 1. 0.02 0.10 26. 10. 0.32 0.00 0.15 17. 0.35 3. 22 0.00 0.00 7. 1. 0.04 0.10 26. 10. 0.08 0.00 0.39 0. 0.02 0. 23 0.00 0.00 7. 1. 0.00 0.01 26. 10. 0.08 0.41 0.00 8. 0.08 4. 24 0.12 0.00 7. 1. 0.00 0.00 26. 10. 0.00 0.00 0.00 8. 0.00 17. 25 0.00 0.06 7. 1. 0.16 0.19 26. 10. 0.00 0.00 0.12 7. 0.15 10. 26 0.00 0.00 7. 1. 0.00 0.00 26. 10. 0.04 0.10 0.00 13. 0.00 27. 27 0.00 0.00 7. 1. 0.00 0.01 26. 10. 0.00 0.00 0.00 17. 0.00 36. 28 0.00 0.00 7. 1. 0.00 0.00 26. 10. 0.00 0.00 0.03 10. 0.00 26. 29 0.00 0.00 7. 1. 0.00 0.01 26. 10. 0.08 0.00 0.08 2. 0.04 11. 30 0.18 0.00 7. 1. 0.03 0.05 26. 10. 0.16 0.30 0.00 18. 0.18 7. TOTALS 1.08 1.49 202. 38. 0.78 1.36 794. 301. 2.72 2.20 2.46 225. 2.38 437. 1 UPPER COLORADO RIVER DAILY DATA COLLECTION FOR APRIL 2004 NATIONAL WEATHER SERVICE - SALT LAKE CITY U.S. BUREAU OF RECLAMATION LOVELAND, COLORADO DAY L A K E G R A N B Y WILLOW CREEK RES. G R E E N M O U N T A I N R E S. INFLOW OUTFLOW GL6SSW GL6SSW GL6SSW INFLOW OUTFLOW INFLOW OUTFLOW MAX MIN MAX MIN PREC TEMP TEMP PREC (CFS) (CFS) TEMP TEMP (CFS) (CFS) 1 258 22 62 20 0.00 51 9 186 86 64 23 0.00 2 300 22 60 28 0.00 56 9 192 86 53 27 0.00 3 241 22 49 30 0.02 55 9 186 86 46 23 0.00 4 289 22 59 21 0.00 51 8 184 86 66 23 0.00 5 324 22 56 32 0.00 52 8 210 86 50 33 0.57 6 303 22 57 32 0.03 58 8 212 86 52 31 0.00 7 239 22 54 28 0.01 58 8 224 86 54 31 0.07 8 323 22 50 29 0.02 68 9 213 69 47 32 0.00 9 417 22 51 31 0.28 62 9 246 60 44 23 0.00 10 221 22 35 22 0.08 60 9 205 60 36 14 0.00 11 191 22 40 13 0.00 51 9 193 60 40 14 0.64 12 254 22 44 6 0.08 51 8 187 60 46 23 0.00 13 162 22 60 23 0.00 38 8 187 60 57 29 0.00 14 208 22 60 22 0.00 57 9 187 60 57 27 0.00 15 182 22 59 32 0.00 52 9 183 60 57 28 0.00 16 177 22 65 25 0.00 54 9 201 60 61 26 0.00 17 238 22 67 22 0.00 60 8 200 59 62 26 0.00 18 248 22 51 27 0.01 69 8 207 59 44 23 0.03 19 260 22 57 23 0.00 66 8 201 59 54 28 0.00 20 229 21 60 29 0.00 68 8 189 59 45 26 0.02 21 214 21 46 27 0.02 68 8 189 59 46 23 0.10 22 208 21 42 21 0.04 61 9 170 59 42 23 0.00 23 195 21 41 29 0.00 65 10 164 59 40 21 0.00 24 164 21 51 19 0.00 57 9 163 59 49 21 0.00 25 186 21 51 29 0.16 61 9 165 59 49 26 0.06 26 188 26 59 23 0.00 53 8 165 59 61 26 0.00 27 175 33 67 21 0.00 54 8 171 59 63 29 0.00 28 212 33 65 25 0.00 67 8 187 62 61 33 0.00 29 214 33 64 34 0.00 67 9 186 54 57 27 0.00 30 290 46 56 31 0.03 93 9 181 62 36 20 0.00