1 PICK SLOAN MISSOURI BASIN PROGRAM UNITED STATES BUREAU OF RECLAMATION WESTERN DIVISION WATER AND POWER SYSTEM AS OF 05/05/00 WATER AND POWER CONTROL DIVISION TIME: 09:45:32 LOVELAND, COLORADO APRIL 2000 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) 218205 1 9005.11 218092 98 0 98 117 430 -113 317 159 0 159 0.00 34 13 0 74 2 9005.09 218036 98 0 98 32 260 -56 204 102 0 102 0.02 40 10 0 115 3 9005.08 218008 98 0 98 3 202 -28 174 87 0 87 0.00 39 11 0 62 4 9005.08 218008 98 0 98 0 196 0 196 98 0 98 0.00 58 13 0 70 5 9005.08 218008 98 0 98 0 196 0 196 98 0 98 0.00 58 33 0 125 6 9005.09 218036 98 0 98 0 196 28 224 112 0 112 0.02 55 28 0 123 7 9005.08 218008 98 0 98 0 196 -28 168 84 0 84 0.00 47 13 0 129 8 9005.09 218036 98 0 98 0 196 28 224 112 0 112 0.00 58 14 0 142 9 9005.12 218121 98 0 98 0 196 85 281 141 0 141 0.00 58 21 0 124 10 9005.17 218262 98 0 98 0 196 141 337 169 0 169 0.00 51 22 0 146 11 9005.20 218347 98 0 98 0 196 85 281 141 0 141 0.00 52 19 0 142 12 9005.24 218460 98 0 98 0 196 113 309 155 0 155 0.00 55 20 0 124 13 9005.28 218573 110 0 110 0 220 113 333 167 0 167 0.00 57 26 0 148 14 9005.34 218743 110 0 110 0 220 170 390 195 0 195 0.12 55 28 0 163 15 9005.41 218941 110 0 110 0 220 198 418 209 0 209 0.12 38 20 0 193 16 9005.45 219054 110 0 110 0 220 113 333 167 0 167 0.00 53 22 0 97 17 9005.51 219224 110 0 110 0 220 170 390 195 0 195 0.00 60 28 0 137 18 9005.69 219735 98 0 98 0 196 511 707 354 0 354 0.02 52 22 0 204 19 9005.72 219821 110 0 110 0 220 86 306 153 0 153 0.00 36 27 0 121 20 9005.77 219963 110 0 110 0 220 142 362 181 0 181 0.00 55 22 0 150 21 9005.81 220076 110 0 110 0 220 113 333 167 0 167 0.00 61 23 0 132 22 9006.07 220817 64 44 108 0 216 741 957 479 0 479 1.34 53 15 0 254 23 9006.13 220989 107 0 107 0 214 172 386 193 0 193 0.05 48 27 0 255 24 9006.16 221074 96 13 109 0 218 85 303 152 0 152 0.01 42 14 0 213 25 9006.20 221188 110 0 110 0 220 114 334 167 0 167 0.00 54 15 0 210 26 9006.34 221589 110 0 110 0 220 401 621 311 0 311 0.00 61 25 0 200 27 9006.49 222018 110 0 110 0 220 429 649 325 0 325 0.00 65 27 0 215 28 9006.61 222363 110 0 110 0 220 345 565 283 0 283 0.06 65 28 0 297 29 9006.81 222937 110 0 110 0 220 574 794 397 0 397 0.00 62 31 0 362 30 9007.05 223629 110 0 110 0 220 692 912 456 0 456 0.00 47 19 0 325 TOTAL CFS 3081 57 3138 152 6009 0 6009 5052 TOTAL AF 5424 6162 114 6276 304 6580 5424 12004 12004 0 12018 1.76 52 21 0 10104 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 05/05/00 WATER AND POWER CONTROL DIVISION TIME: 09:45:32 LOVELAND, COLORADO APRIL 2000 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) 70685 1 7899.69 70418 304 0 304 603 -267 342 172 61 0 233 0.00 39 20 1145 2 7899.54 70236 305 0 305 580 -182 404 213 4 0 217 0.00 55 18 1099 3 7899.25 69884 335 0 335 664 -352 318 160 -11 0 149 0.00 45 20 1075 4 7898.85 69402 408 0 408 809 -482 333 168 0 0 168 0.00 65 45 1073 5 7898.56 69055 395 0 395 783 -347 442 223 0 0 223 0.00 63 36 1184 6 7898.27 68708 393 0 393 780 -347 439 221 14 0 235 0.00 45 30 1293 7 7898.05 68445 357 0 357 708 -263 451 227 -14 0 213 0.00 48 18 1480 8 7897.93 68302 309 0 309 613 -143 476 240 14 0 254 0.00 60 26 1578 9 7897.78 68125 308 0 308 611 -177 440 222 43 0 265 0.00 66 25 1551 10 7897.76 68102 252 0 252 500 -23 483 244 71 0 315 0.00 65 26 1691 11 7897.80 68149 214 0 214 424 47 477 240 43 0 283 0.00 61 25 1737 12 7897.80 68149 219 0 219 434 0 440 222 57 0 279 0.00 63 28 1556 13 7897.85 68208 225 0 225 446 59 511 258 57 0 315 0.00 58 25 1625 14 7897.92 68291 228 0 228 452 83 541 273 85 0 358 0.00 39 28 1699 15 7898.05 68445 222 0 222 440 154 600 303 99 0 402 0.00 54 25 1770 16 7898.02 68409 222 0 222 440 -36 410 207 57 0 264 0.00 65 29 1687 17 7898.05 68445 226 0 226 448 36 490 247 85 0 332 0.00 68 28 1589 18 7898.17 68588 227 0 227 450 143 599 302 256 0 558 0.00 67 29 1696 19 7898.17 68588 228 0 228 452 0 458 231 43 0 274 0.00 43 30 1766 20 7898.22 68648 227 0 227 450 60 516 260 71 0 331 0.00 60 24 1672 21 7898.24 68672 227 0 227 450 24 480 242 57 0 299 0.00 42 27 1618 22 7898.46 68935 227 0 227 450 263 719 362 371 0 733 0.00 45 29 1694 23 7898.68 69198 227 0 227 450 263 719 362 86 0 448 1.60 68 30 1863 24 7898.83 69378 228 0 228 452 180 638 322 43 0 365 0.00 49 20 1984 25 7898.98 69557 227 0 227 450 179 635 320 57 0 377 0.00 64 34 1894 26 7899.12 69727 221 0 221 438 170 614 310 201 0 511 0.00 67 34 1937 27 7899.29 69933 218 0 218 432 206 644 325 215 0 540 0.00 68 27 2104 28 7899.59 70297 221 0 221 438 364 808 407 173 0 580 0.00 65 31 2622 29 7900.00 70794 219 0 219 434 497 937 472 287 0 759 0.00 64 30 2942 30 7900.34 71212 221 0 221 438 418 862 435 346 0 781 0.00 73 23 3049 TOTAL CFS 7840 0 7840 8190 2871 0 11061 51673 TOTAL AF 527 15519 0 15519 15519 527 16226 16226 5694 0 21921 1.60 58 27 102400 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 05/05/00 WATER AND POWER CONTROL DIVISION TIME: 09:45:32 LOVELAND, COLORADO APRIL 2000 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) 8068 1 8120.68 8056 30 0 0 1 0 0 31 61 -12 50 25 2 8120.64 8046 30 0 0 0 0 0 30 57 -10 48 25 3 8120.56 8027 28 0 0 0 0 0 28 56 -19 38 19 4 8120.57 8030 21 0 0 0 0 0 21 42 3 46 23 5 8120.67 8053 20 0 0 0 0 0 20 40 23 64 32 6 8120.75 8072 35 0 0 1 0 0 36 71 19 91 46 7 8120.76 8075 45 0 0 0 0 0 45 89 3 93 47 8 8120.73 8068 47 0 0 0 0 0 47 93 -7 87 44 9 8120.79 8082 52 0 0 0 0 0 52 103 14 118 59 10 8120.78 8079 67 0 0 0 0 0 67 133 -3 131 66 11 8120.73 8068 75 0 0 1 0 0 76 151 -11 141 71 12 8120.68 8056 74 0 0 0 0 0 74 147 -12 136 69 13 8120.77 8077 74 0 0 0 0 0 74 147 21 169 85 14 8120.82 8089 97 0 0 0 0 0 97 192 12 205 103 15 8120.72 8065 105 0 0 0 0 0 105 208 -24 185 93 16 8120.56 8027 94 0 0 1 0 0 95 188 -38 151 76 17 8120.56 8027 84 0 0 0 0 0 84 167 0 168 85 18 8120.59 8035 96 0 0 0 0 0 96 190 8 199 100 19 8120.56 8027 104 0 0 0 0 0 104 206 -8 199 100 20 8120.48 8009 101 0 0 0 0 0 101 200 -18 183 92 21 8120.42 7995 101 0 0 1 0 0 102 202 -14 189 95 22 8120.56 8027 102 0 0 0 0 0 102 202 32 235 118 23 8120.51 8016 103 0 0 0 0 0 103 204 -11 194 98 24 8120.61 8039 103 0 0 0 0 0 103 204 23 228 115 25 8120.72 8065 101 0 0 0 0 0 101 200 26 227 114 26 8120.71 8063 119 0 0 1 0 0 120 238 -2 237 119 27 8120.84 8094 114 0 3 0 0 0 114 226 31 258 130 28 8120.86 8098 186 0 5 0 0 0 186 369 4 374 189 29 8121.08 8151 198 0 5 0 0 0 198 393 53 447 225 30 8121.17 8172 233 0 5 0 0 0 233 462 21 484 244 TOTAL CFS 2639 0 18 6 0 0 2645 2707 TOTAL AF 104 5230 0 36 12 0 0 5241 5241 104 5375 5375 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 05/05/00 WATER AND POWER CONTROL DIVISION TIME: 09:45:32 LOVELAND, COLORADO APRIL 2000 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 05/05/00 WATER AND POWER CONTROL DIVISION TIME: 09:45:32 LOVELAND, COLORADO APRIL 2000 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 17798 1 8366.56 8366.66 17692 162 20 182 361 -106 265 218 47 24 0.00 0.00 38 9 2 8366.62 8366.72 17803 317 20 337 641 111 762 648 114 60 0.12 0.05 35 15 3 8366.64 8366.72 17813 257 20 277 549 10 569 540 29 15 0.00 0.03 37 8 4 8366.58 8366.70 17756 249 20 269 534 -57 487 492 -5 -3 0.00 0.00 54 8 5 8366.62 8366.75 17843 375 20 395 783 87 880 857 23 12 0.00 0.00 52 37 6 8366.57 8366.67 17711 399 20 419 831 -132 709 680 29 15 0.00 0.00 50 25 7 8366.58 8366.72 17782 404 20 424 841 71 922 879 43 22 0.00 0.00 47 31 8 8366.56 8366.66 17692 413 20 433 859 -90 779 674 105 53 0.00 0.00 53 12 9 8366.60 8366.70 17767 408 20 428 849 75 934 789 145 73 0.00 0.00 54 18 10 8366.57 8366.65 17684 314 20 334 662 -83 589 444 145 73 0.00 0.00 53 22 11 8366.60 8366.67 17727 13 20 33 65 43 118 0 118 59 0.00 0.00 52 22 12 8366.64 8366.72 17813 14 20 34 67 86 163 0 163 82 0.00 0.00 54 20 13 8366.66 8366.74 17850 7 63 70 139 37 186 0 186 94 0.00 0.00 55 24 14 8366.62 8366.68 17750 8 180 188 373 -100 283 0 283 143 0.00 0.00 56 20 15 8366.60 8366.68 17740 17 156 173 343 -10 343 0 343 173 0.25 0.53 55 35 16 8366.61 8366.67 17732 15 129 144 286 -8 288 0 288 145 0.00 0.09 51 39 17 8366.61 8366.71 17785 15 129 144 286 53 349 0 349 176 0.00 0.00 51 25 18 8366.65 8366.74 17845 15 149 164 325 60 395 0 395 199 0.00 0.00 61 24 19 8366.65 8366.70 17792 15 227 242 480 -53 437 0 437 220 0.04 0.29 37 25 20 8366.61 8366.63 17679 15 221 236 468 -113 365 0 365 184 0.00 0.02 49 26 21 8366.58 8366.66 17702 15 129 144 286 23 319 0 319 161 0.00 0.00 57 21 22 8366.61 8366.74 17825 15 226 241 478 123 611 0 611 308 0.05 0.03 55 24 23 8366.51 8366.52 17482 156 252 408 809 -343 476 0 476 240 1.32 0.25 49 25 24 8366.62 8366.68 17750 14 20 34 67 268 345 0 345 174 0.15 0.11 44 26 25 8366.71 8366.65 17756 18 189 207 411 6 427 0 427 215 0.00 0.00 55 17 26 8366.66 8366.64 17717 138 63 201 399 -39 370 0 370 187 0.00 0.00 56 29 27 8366.65 8366.69 17778 130 81 211 419 61 490 0 490 247 0.00 0.00 65 28 28 8366.71 8366.75 17889 135 251 386 766 111 887 0 887 447 0.00 0.00 64 26 29 8366.61 8366.73 17811 132 452 584 1158 -78 1090 0 1090 550 0.00 0.00 63 31 30 8366.62 8366.73 17816 135 449 584 1158 5 1173 0 1173 591 0.00 0.00 57 34 TOTAL CFS 4320 3606 7926 4939 52 24 TOTAL AF 18 8542.4 7156 15693 15693 18 16011 6221 9790 9793 1.93 1.40 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 05/05/00 WATER AND POWER CONTROL DIVISION TIME: 09:45:32 LOVELAND, COLORADO APRIL 2000 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) 437848 1 8265.28 437652 110 20 0 6.5 136 270 -196 109 55 20 0 0 35 59 0 2 8265.20 437128 341 20 0 6.5 367 698 -524 209 110 20 0 0 90 150 0 3 8265.12 436604 272 20 0 6.5 298 591 -524 102 51 20 0 0 31 46 0 4 8265.06 436211 248 20 0 6.5 274 543 -393 185 93 20 0 0 73 70 0 5 8264.94 435426 432 20 0 6.5 458 908 -785 158 80 20 0 0 60 72 0 6 8264.85 434838 343 20 0 6.5 369 732 -588 179 90 20 0 0 70 85 0 7 8264.73 434055 443 20 0 6.5 469 930 -783 182 92 20 0 0 72 94 0 8 8264.64 433467 340 20 0 6.5 366 726 -588 173 87 20 0 0 67 120 0 9 8264.53 432750 398 20 0 6.5 424 841 -717 159 80 20 0 0 60 133 0 10 8264.47 432359 224 20 0 6.5 250 496 -391 140 71 20 0 0 51 124 0 11 8264.48 432424 0 20 0 6.5 26 52 65 152 77 20 0 0 57 116 0 12 8264.51 432620 0 20 0 6.5 26 52 196 283 143 20 0 0 123 205 0 13 8264.55 432881 0 20 0 6.5 26 52 261 348 175 63 0 0 112 206 0 14 8264.62 433337 0 20 0 6.5 26 52 456 543 274 180 0 0 94 237 0 15 8264.73 434055 0 20 0 6.5 26 52 718 805 406 156 0 0 250 423 0 16 8264.77 434316 0 20 0 6.5 26 52 261 348 175 129 0 0 46 191 0 17 8264.83 434708 0 20 0 6.5 26 52 392 479 241 129 0 0 112 288 0 18 8264.90 435165 0 20 0 5.0 25 50 457 542 273 149 0 0 124 323 0 19 8265.00 435819 0 20 0 5.0 25 50 654 739 373 227 0 0 146 366 0 20 8265.08 436342 0 20 0 5.0 25 50 523 608 307 221 0 0 86 270 0 21 8265.14 436735 0 20 0 5.0 25 50 393 478 241 129 0 0 112 273 0 22 8265.34 438045 0 20 0 5.0 25 50 1310 1395 703 226 0 0 477 785 0 23 8265.45 438766 0 20 0 5.0 25 50 721 806 406 252 0 0 154 394 0 24 8265.51 439160 0 20 0 5.0 25 50 394 479 241 20 0 0 221 395 0 25 8265.57 439554 0 20 0 5.0 25 50 394 479 241 189 0 0 52 267 0 26 8265.62 439882 0 20 0 5.0 25 50 328 413 208 63 0 0 145 332 0 27 8265.75 440737 0 20 0 5.0 25 50 855 940 474 81 0 0 393 640 0 28 8265.85 441395 0 20 0 5.0 25 50 658 743 375 251 0 0 124 571 0 29 8266.02 442514 0 20 0 5.0 25 50 1119 1204 607 452 0 0 155 705 0 30 8266.20 443701 0 20 0 5.0 25 50 1187 1273 642 449 0 0 193 784 0 TOTAL CFS 3151 600 0 175.5 3918 7391 3606 0 0 3785 8724 0 TOTAL AF 5853 6221 1198 0 347.6 7749 7749 5853 14653 14653 7156 0 0 7499 17292 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 05/05/00 WATER AND POWER CONTROL DIVISION TIME: 09:45:32 LOVELAND, COLORADO APRIL 2000 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. 818 1924 1 36.30 70.29 780 2268 306 321.3 162.0 0.00 15.9 8.0 26.0 27.0 0 0 0 0.00 41 11 2 38.03 70.55 849 2309 110 602.6 317.0 0.00 503.7 265.0 28.0 25.0 0 0 0 0.12 39 22 3 37.92 69.50 845 2147 -166 509.8 257.0 0.00 688.3 347.0 31.0 24.0 0 500 0 0.00 42 10 4 29.88 71.10 539 2397 -56 493.9 249.0 0.00 589.1 297.0 45.0 25.0 0 138 0 0.00 64 41 5 29.83 71.57 538 2473 75 743.8 375.0 0.00 700.2 353.0 40.0 25.0 0 0 0 0.00 61 44 6 37.98 70.61 847 2319 155 791.4 399.0 0.00 678.3 342.0 44.0 24.0 0 0 0 0.00 58 42 7 37.93 70.99 845 2379 58 801.3 404.0 0.00 781.5 394.0 43.0 24.0 0 0 0 0.00 47 29 8 36.89 71.58 803 2475 54 819.2 413.0 0.00 791.4 399.0 38.0 25.0 0 0 0 0.00 52 18 9 33.43 72.56 668 2638 28 809.3 408.0 0.00 825.1 416.0 49.0 27.0 0 0 0 0.00 64 26 10 36.08 72.40 771 2611 76 622.8 314.0 0.00 601.0 303.0 54.0 27.0 0 0 0 0.00 52 28 11 35.94 72.69 765 2660 43 25.8 13.0 0.00 6.0 3.0 37.0 26.0 0 0 0 0.00 53 32 12 35.65 72.96 754 2706 35 27.8 14.0 0.00 4.0 2.0 34.0 29.0 0 0 0 0.00 61 26 13 35.47 72.83 747 2684 -29 13.9 7.0 0.00 4.0 2.0 48.0 68.0 0 0 0 0.00 63 39 14 35.13 72.72 734 2665 -32 15.9 8.0 0.00 4.0 2.0 48.0 70.0 0 0 0 0.00 63 39 15 34.92 72.67 725 2656 -18 33.7 17.0 0.00 2.0 1.0 46.0 71.0 0 0 0 0.08 38 24 16 34.81 72.35 721 2602 -58 29.8 15.0 0.00 2.0 1.0 47.0 90.0 0 0 0 0.00 56 25 17 34.75 72.07 719 2556 -48 29.8 15.0 0.00 2.0 1.0 52.0 90.0 0 0 0 0.00 68 33 18 34.82 71.78 721 2508 -46 29.8 15.0 0.00 2.0 1.0 57.0 94.0 0 0 0 0.00 62 30 19 34.93 71.14 726 2403 -100 29.8 15.0 0.00 0.0 0.0 54.0 119.0 0 0 0 0.00 40 32 20 34.97 70.46 727 2295 -107 29.8 15.0 0.00 0.0 0.0 48.0 117.0 0 0 0 0.00 61 36 21 35.03 69.74 730 2183 -109 29.8 15.0 0.00 0.0 0.0 52.0 122.0 0 0 0 0.00 64 27 22 29.45 70.84 524 2355 -34 29.8 15.0 0.00 0.0 0.0 96.0 128.0 0 0 0 0.99 59 30 23 37.14 70.06 813 2232 166 309.4 156.0 0.00 0.0 0.0 112.0 185.0 0 0 0 0.00 55 38 24 29.26 70.93 518 2370 -157 27.8 14.0 0.00 0.0 0.0 113.0 206.0 0 0 0 0.08 46 33 25 29.43 70.10 524 2239 -125 35.7 18.0 0.00 206.3 104.0 77.0 54.0 26 0 0 0.00 62 36 26 30.04 71.80 545 2511 293 273.7 138.0 0.00 27.8 14.0 73.0 51.0 22 0 0 0.00 64 32 27 36.16 70.90 774 2365 83 257.9 130.0 3.00 259.8 131.0 90.0 51.0 40 0 0 0.00 57 36 28 38.61 70.45 873 2293 27 267.8 135.0 3.00 398.7 201.0 126.0 50.0 75 0 0 0.00 70 29 29 38.50 71.00 869 2381 84 261.8 132.0 3.00 392.7 198.0 156.0 51.0 106 0 0 0.12 56 38 30 35.49 72.36 748 2604 102 267.8 135.0 3.00 398.7 201.0 164.0 50.0 63 0 0 0.00 46 31 TOTAL CFS 4320.0 3986.0 1928.0 1975.0 332 TOTAL AF -70 680 610 23.80 3822. 3915. 659 638 0 1.39 55 31 8542.4 7884.2 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 05/05/00 WATER AND POWER CONTROL DIVISION TIME: 09:45:32 LOVELAND, COLORADO APRIL 2000 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) 1 162.0 0.0 1.0 18.0 188.0 373 8.0 27.0 35.0 69 306 26.0 2 317.0 0.0 1.0 18.0 345.0 656 265.0 25.0 290.0 551 110 28.0 3 257.0 0.0 1.0 17.0 288.0 571 347.0 24.0 371.0 736 -166 31.0 4 249.0 0.0 1.0 21.0 294.0 583 297.0 25.0 322.0 639 -56 45.0 5 375.0 0.0 1.0 28.0 415.0 823 353.0 25.0 378.0 750 75 40.0 6 399.0 0.0 1.0 29.0 443.0 879 342.0 24.0 366.0 726 155 44.0 7 404.0 0.0 1.0 26.0 447.0 887 394.0 24.0 418.0 829 58 43.0 8 413.0 0.0 1.0 24.0 451.0 895 399.0 25.0 424.0 841 54 38.0 9 408.0 0.0 1.0 28.0 457.0 906 416.0 27.0 443.0 879 28 49.0 10 314.0 0.0 1.0 32.0 368.0 730 303.0 27.0 330.0 655 76 54.0 11 13.0 0.0 1.0 36.0 50.0 99 3.0 26.0 29.0 58 43 37.0 12 14.0 0.0 1.0 32.0 48.0 95 2.0 29.0 31.0 61 35 34.0 13 7.0 0.0 1.0 35.0 55.0 109 2.0 68.0 70.0 139 -29 48.0 14 8.0 0.0 1.0 40.0 56.0 111 2.0 70.0 72.0 143 -32 48.0 15 17.0 0.0 1.0 45.0 63.0 125 1.0 71.0 72.0 143 -18 46.0 16 15.0 0.0 1.0 41.0 62.0 123 1.0 90.0 91.0 180 -58 47.0 17 15.0 0.0 2.0 46.0 67.0 133 1.0 90.0 91.0 180 -48 52.0 18 15.0 0.0 3.0 57.0 72.0 143 1.0 94.0 95.0 188 -46 57.0 19 15.0 0.0 3.0 54.0 69.0 137 0.0 119.0 119.0 236 -100 54.0 20 15.0 0.0 3.0 49.0 63.0 125 0.0 117.0 117.0 232 -107 48.0 21 15.0 0.0 3.0 53.0 67.0 133 0.0 122.0 122.0 242 -109 52.0 22 15.0 0.0 3.0 76.0 111.0 220 0.0 128.0 128.0 254 -34 96.0 23 156.0 0.0 3.0 104.0 268.0 532 0.0 185.0 185.0 367 166 112.0 24 14.0 0.0 4.0 95.0 127.0 252 0.0 206.0 206.0 409 -157 113.0 25 18.0 0.0 5.0 76.0 95.0 188 104.0 54.0 158.0 313 -125 77.0 26 138.0 0.0 5.0 72.0 211.0 419 14.0 51.0 65.0 129 293 73.0 27 130.0 3.0 5.0 89.0 220.0 436 131.0 51.0 182.0 361 83 90.0 28 135.0 3.0 5.0 123.0 261.0 518 201.0 50.0 251.0 498 27 126.0 29 132.0 3.0 5.0 148.0 288.0 571 198.0 51.0 249.0 494 84 156.0 30 135.0 3.0 5.0 154.0 299.0 593 201.0 50.0 251.0 498 102 164.0 TOTAL CFS 4320.0 70.0 1666.0 6248.0 3986.0 1975.0 5961.0 1928.0 AF 8542.4 23.8 138.8 3303.0 12364.2 12365 7884.2 3915.3 11799.5 11800 610 3821.8 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 05/05/00 WATER AND POWER CONTROL DIVISION TIME: 09:45:32 LOVELAND, COLORADO APRIL 2000 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 815 371 106516 122509 1 60.1 787 63.6 378 0.0 359.2 0.0 0.0 0.0 221.3 0.0 0.0 63.6 5753.96 0 5412.08 122509 0 2 67.3 1168 64.3 403 0.0 358.9 0.0 0.0 0.0 221.2 0.0 0.0 63.5 5753.79 106326 5411.99 122349 0 3 72.5 1523 64.5 410 83.0 359.3 231.0 116.4 0.0 221.3 0.0 0.0 65.5 5754.08 106651 5411.97 122313 0 4 69.8 1329 68.1 551 200.0 359.9 555.7 280.2 0.0 221.4 0.0 0.0 65.7 5754.44 107056 5411.96 122295 0 5 70.1 1349 67.6 530 200.0 360.5 554.8 279.7 0.0 221.5 0.0 0.0 67.3 5754.85 107518 5411.88 122153 0 6 70.9 1405 67.0 506 200.0 361.0 554.0 279.3 0.0 221.6 0.0 0.0 66.6 5755.19 107901 5411.85 122099 0 7 71.8 1470 68.0 546 202.0 361.0 559.5 282.1 0.0 221.6 0.0 0.0 67.3 5755.19 0 5411.74 121903 0 8 73.7 1617 67.6 530 200.0 361.0 554.0 279.3 0.0 221.6 0.0 0.0 66.9 5755.19 0 5411.68 121796 0 9 75.6 1776 67.7 534 200.0 362.9 551.1 277.8 0.0 221.9 0.0 0.0 64.9 5756.45 109326 5411.65 121743 0 10 78.0 1991 70.9 672 62.0 362.9 170.8 86.1 0.0 221.9 0.0 0.0 68.9 5756.45 0 5000.00 0 0 11 77.2 1918 71.6 703 0.0 362.4 0.0 0.0 0.0 221.8 0.0 0.0 71.5 5756.10 108929 5411.46 121405 0 12 77.2 1918 70.4 649 0.0 362.2 0.0 0.0 0.0 221.8 0.0 0.0 71.0 5755.94 108748 5411.40 121299 0 13 77.3 1927 69.3 601 0.0 361.8 0.0 0.0 0.0 221.7 0.0 0.0 69.8 5755.68 108454 5411.37 121245 0 14 77.3 1927 68.9 584 0.0 361.8 0.0 0.0 0.0 221.7 0.0 0.0 69.0 5755.68 0 5411.35 121210 0 15 77.4 1936 68.9 584 0.0 361.8 0.0 0.0 0.0 221.7 0.0 0.0 68.9 5755.68 0 5411.22 120979 0 16 77.4 1936 68.8 580 0.0 361.0 0.0 0.0 0.0 221.6 0.0 0.0 68.9 5755.15 107856 5411.16 120873 0 17 77.5 1945 68.9 584 0.0 360.8 0.0 0.0 0.0 221.5 0.0 0.0 68.8 5755.01 107698 5411.12 120802 0 18 77.5 1945 68.9 584 0.0 360.5 0.0 0.0 0.0 221.5 0.0 0.0 68.9 5754.85 107518 5411.04 120660 0 19 77.6 1954 68.9 584 0.0 360.2 0.0 0.0 0.0 221.5 0.0 0.0 68.9 5754.64 107281 5410.93 120465 0 20 77.4 1936 69.0 588 0.0 360.2 0.0 0.0 0.0 221.5 0.0 0.0 68.9 5754.64 0 5410.93 120465 0 21 77.4 1936 69.2 597 0.0 360.2 0.0 0.0 0.0 221.5 0.0 0.0 69.1 5754.64 0 5410.85 120324 0 22 77.4 1936 69.4 606 0.0 360.2 0.0 0.0 0.0 221.5 0.0 0.0 69.3 5754.64 0 5410.73 120112 0 23 77.3 1927 69.7 619 0.0 360.2 0.0 0.0 0.0 221.5 0.0 0.0 69.6 5754.64 0 5410.57 119829 0 24 77.2 1918 70.0 632 0.0 357.7 0.0 0.0 0.0 221.0 0.0 0.0 69.8 5752.98 105418 5410.40 119529 0 25 77.7 1963 67.9 542 0.0 357.1 0.0 0.0 0.0 220.9 0.0 0.0 68.4 5752.57 104959 5407.32 114162 0 26 73.7 1617 70.8 667 0.0 356.6 0.0 0.0 0.0 220.8 0.0 0.0 69.4 5752.28 104635 5406.03 111951 0 27 76.4 1846 65.0 429 0.0 356.0 0.0 0.0 0.0 220.7 0.0 0.0 67.8 5751.85 104156 5404.66 109629 0 28 76.5 1855 68.1 551 0.0 356.0 0.0 0.0 0.0 220.7 0.0 0.0 65.4 5751.85 0 5403.28 107313 0 29 78.3 2019 65.9 463 0.0 356.0 0.0 0.0 0.0 220.7 0.0 0.0 68.1 5751.85 0 5401.77 104808 0 30 77.2 1918 68.4 563 0.0 353.9 0.0 0.0 0.0 220.2 0.0 0.0 66.5 5750.46 102610 5401.10 103706 0 TOTAL CFS 1881.0 TOTAL AF 1103 192 1347.0 3730.8 3730.8 0.0 0.0 0.0 -3906 -18803 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 05/05/00 WATER AND POWER CONTROL DIVISION TIME: 09:45:32 LOVELAND, COLORADO APRIL 2000 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 9.30 0.00 0.00 0.00 0.00 0.00 0.00 17.00 2 0.00 0.00 13.40 0.00 0.00 0.00 0.00 0.00 0.00 17.30 3 0.00 0.00 14.00 0.00 0.00 0.00 0.00 0.00 0.00 18.00 4 0.00 0.00 14.00 0.00 0.00 0.00 0.00 0.00 0.00 21.00 5 0.00 0.00 14.00 0.00 0.00 0.00 0.00 0.00 0.00 18.00 6 0.00 0.00 14.00 0.00 0.00 0.00 0.00 0.00 0.00 17.00 7 0.00 0.00 14.00 0.00 0.00 0.00 0.00 0.00 0.00 28.00 8 0.00 0.00 14.00 0.00 0.00 0.00 0.00 0.00 0.00 26.00 9 0.00 0.00 14.00 0.00 0.00 0.00 0.00 0.00 0.00 23.00 10 0.00 0.00 14.00 0.00 0.00 0.00 0.00 0.00 0.00 29.00 11 0.00 0.00 14.00 0.00 0.00 0.00 0.00 0.00 0.00 19.30 12 0.00 0.00 14.00 0.00 0.00 0.00 0.00 0.00 0.00 16.00 13 0.00 0.00 14.00 0.00 0.00 0.00 23.00 0.00 0.00 30.00 14 0.00 0.00 14.00 0.00 0.00 0.00 39.00 0.00 0.00 31.00 15 0.00 0.00 14.00 0.00 0.00 0.00 40.00 0.00 0.00 24.00 16 0.00 0.00 14.00 0.00 0.00 0.00 41.00 0.00 0.00 25.00 17 0.00 0.00 14.00 0.00 0.00 0.00 40.00 0.00 0.00 24.00 18 0.00 0.00 14.30 0.00 0.00 0.00 40.00 0.00 0.00 22.10 19 0.00 0.00 14.30 0.00 0.00 0.00 40.00 0.00 0.00 21.00 20 0.00 0.00 14.50 0.00 0.00 0.00 40.00 0.00 0.00 21.00 21 0.00 0.00 14.50 0.00 0.00 0.00 40.00 0.00 0.00 19.10 22 0.00 0.00 14.50 0.00 0.00 0.00 40.00 0.00 0.00 18.00 23 0.00 0.00 14.50 0.00 0.00 0.00 40.00 0.00 0.00 18.00 24 0.00 0.00 14.50 0.00 0.00 0.00 40.00 0.00 0.00 17.00 25 0.00 0.00 14.50 0.00 0.00 0.00 11.00 6.00 78.00 25.00 26 0.00 0.00 16.50 0.00 0.00 18.00 18.00 0.00 105.00 17.70 27 0.00 0.00 17.50 0.00 0.00 30.00 30.00 0.00 104.00 15.50 28 0.00 0.00 17.50 0.00 0.00 31.00 31.00 0.00 117.00 16.50 29 0.00 0.00 17.50 0.00 0.00 31.00 31.00 0.00 148.00 16.50 30 0.00 0.00 9.50 0.00 0.00 31.00 31.00 0.00 180.00 16.50 TOTAL CFS 0.00 0.00 426.80 0.00 0.00 141.00 615.00 6.00 732.00 627.50 TOTAL AF 0.00 0.00 845.44 0.00 0.00 279.67 1219.83 11.90 1451.90 1243.20 ADJUSTMENT AF 0.00 TOTAL FLOW OR DELIVERY AF 1243.20 METERED DELIVERY AF 782.10 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 05/05/00 WATER AND POWER CONTROL DIVISION TIME: 09:45:32 LOVELAND, COLORADO APRIL 2000 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) 17042.00 1 0.00 25.00 0.00 7.00 0.00 0.00 32.00 17106.00 2 0.00 24.00 0.00 6.70 0.00 0.00 30.70 17167.40 3 0.00 25.00 0.00 7.00 0.00 0.00 32.00 17231.40 4 0.00 25.00 0.00 7.00 0.00 0.00 32.00 17295.40 5 0.00 25.00 0.00 7.00 0.00 0.00 32.00 17359.40 6 0.00 25.00 0.00 7.00 0.00 0.00 32.00 17423.40 7 0.00 25.00 0.00 7.00 0.00 0.00 32.00 17487.40 8 0.00 25.00 0.00 7.00 0.00 0.00 32.00 17551.40 9 0.00 26.20 0.00 7.00 0.00 0.00 33.20 17617.80 10 0.00 35.00 0.00 7.00 0.00 0.00 42.00 17701.80 11 0.00 72.00 0.00 12.70 0.00 0.00 84.70 17871.20 12 0.00 72.00 0.00 15.00 0.00 0.00 87.00 18045.20 13 0.00 72.00 0.00 15.00 0.00 0.00 87.00 18219.20 14 0.00 72.00 0.00 15.00 0.00 0.00 87.00 18393.20 15 0.00 72.00 0.00 15.00 0.00 0.00 87.00 18567.20 16 0.00 50.80 0.00 15.00 0.00 0.00 65.80 18698.80 17 0.00 42.00 0.00 15.00 0.00 0.00 57.00 18812.80 18 0.00 58.70 0.00 16.90 0.00 0.00 75.60 18964.00 19 0.00 83.70 14.20 18.00 0.00 0.00 115.90 19195.80 20 0.00 110.70 20.00 18.00 0.00 0.00 148.70 19493.20 21 0.00 123.30 27.10 19.90 0.00 0.00 170.30 19833.80 22 0.00 146.40 30.00 21.00 125.00 0.00 322.40 20478.60 23 0.00 160.30 44.20 21.00 566.70 3.10 795.30 22069.20 24 0.00 162.00 50.00 21.00 866.70 5.00 1104.70 24278.60 25 0.00 162.00 50.00 21.00 950.00 1.90 1184.90 26648.40 26 0.00 155.30 50.00 21.30 1012.50 0.00 1239.10 29126.60 27 0.00 177.30 50.00 21.50 1050.00 0.00 1298.80 31724.20 28 0.00 203.30 50.00 21.50 1050.00 0.00 1324.80 34373.80 29 0.00 216.70 50.00 21.50 1050.00 0.00 1338.20 37050.20 30 0.00 220.00 50.00 21.50 615.70 0.00 907.20 38864.60 TOTAL CFS 0.00 2692.70 485.50 436.50 7286.60 10.00 10911.30 TOTAL AF 0.00 5385.40 971.00 873.00 14573.20 20.00 21822.60 38864.60 METERED DELIVERY AF 0.00 422.30 0.00 0.00 1548.60 1970.90 40835.50 TOTAL FLOW OR DELIVERY AF * 0.00 5807.70 971.00 873.00 14573.20 1568.60 23793.50 40835.50 NON-CHARGE DELIVERY AF 123.80 913.70 0.00 233.40 0.00 1067.50 2338.40 2338.40 METERED DELIVERY AF 1 CBT PROJECT APRIL 2000 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 36. 10. 0.00 0.00 0.00 7. 0.00 11. 2 0.02 0.00 7. 1. 0.12 0.05 36. 10. 0.12 0.00 0.05 2. 0.09 -3. 3 0.00 0.00 7. 1. 0.00 0.03 36. 10. 0.00 0.23 0.00 8. 0.00 12. 4 0.00 0.00 7. 1. 0.00 0.00 36. 10. 0.00 0.00 0.00 18. 0.00 28. 5 0.00 0.00 7. 1. 0.00 0.00 36. 10. 0.00 0.00 0.00 22. 0.00 35. 6 0.02 0.00 6. 1. 0.00 0.00 36. 10. 0.00 0.00 0.00 19. 0.00 30. 7 0.00 0.00 6. 1. 0.00 0.00 36. 10. 0.00 0.00 0.00 14. 0.00 22. 8 0.00 0.00 6. 1. 0.00 0.00 36. 10. 0.00 0.00 0.00 14. 0.00 22. 9 0.00 0.00 6. 1. 0.00 0.00 35. 10. 0.00 0.00 0.00 12. 0.00 18. 10 0.00 0.00 6. 1. 0.00 0.00 35. 10. 0.00 0.00 0.00 12. 0.00 18. 11 0.00 0.00 6. 1. 0.00 0.00 35. 10. 0.00 0.00 0.00 12. 0.00 18. 12 0.00 0.00 6. 1. 0.00 0.00 35. 10. 0.00 0.00 0.00 12. 0.00 18. 13 0.00 0.00 6. 1. 0.00 0.00 36. 10. 0.00 0.00 0.00 15. 0.00 24. 14 0.12 0.00 6. 1. 0.00 0.00 36. 10. 0.00 0.00 0.00 14. 0.00 22. 15 0.12 0.00 6. 1. 0.25 0.53 36. 10. 0.08 0.00 0.20 -11. 0.09 0. 16 0.00 0.00 6. 1. 0.00 0.09 36. 10. 0.00 0.00 0.00 8. 0.01 10. 17 0.00 0.00 6. 1. 0.00 0.00 36. 10. 0.00 0.20 0.00 16. 0.00 25. 18 0.02 0.00 6. 1. 0.00 0.00 36. 10. 0.00 0.00 0.00 18. 0.00 28. 19 0.00 0.00 6. 1. 0.04 0.29 36. 10. 0.00 0.00 0.00 10. 0.00 16. 20 0.00 0.00 6. 1. 0.00 0.02 36. 10. 0.00 0.00 0.00 12. 0.00 18. 21 0.00 0.00 6. 1. 0.00 0.00 36. 10. 0.00 0.00 0.00 17. 0.00 27. 22 1.34 0.00 7. 1. 0.05 0.03 36. 10. 0.99 0.00 0.70 -46. 0.17 5. 23 0.05 1.60 7. 1. 1.32 0.25 36. 10. 0.00 0.00 0.00 16. 0.13 6. 24 0.01 0.00 7. 1. 0.15 0.11 36. 10. 0.08 0.70 0.00 15. 0.04 18. 25 0.00 0.00 7. 1. 0.00 0.00 36. 10. 0.00 0.00 0.00 12. 0.00 19. 26 0.00 0.00 7. 1. 0.00 0.00 36. 10. 0.00 0.00 0.00 18. 0.00 27. 27 0.00 0.00 7. 1. 0.00 0.00 36. 10. 0.00 0.00 0.00 16. 0.00 24. 28 0.06 0.00 7. 1. 0.00 0.00 36. 10. 0.00 0.00 0.00 14. 0.00 20. 29 0.00 0.00 7. 1. 0.00 0.00 36. 10. 0.12 0.00 0.17 9. 0.16 14. 30 0.00 0.00 7. 1. 0.00 0.00 36. 10. 0.00 0.00 0.00 5. 0.00 8. TOTALS 1.76 1.60 195. 39. 1.93 1.40 1070. 301. 1.39 1.13 1.12 306. 0.69 540. 1 UPPER COLORADO RIVER DAILY DATA COLLECTION FOR APRIL 2000 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 59 26 38 9 0.00 25 31 172 304 39 20 0.00 2 150 26 35 15 0.12 25 30 213 305 55 18 0.00 3 46 26 37 8 0.00 19 28 160 335 45 20 0.00 4 70 26 54 8 0.00 23 21 168 408 65 45 0.00 5 72 26 52 37 0.00 32 20 223 395 63 36 0.00 6 85 26 50 25 0.00 46 36 221 393 45 30 0.00 7 94 26 47 31 0.00 47 45 227 357 48 18 0.00 8 120 26 53 12 0.00 44 47 240 309 60 26 0.00 9 133 26 54 18 0.00 59 52 222 308 66 25 0.00 10 124 26 53 22 0.00 66 67 244 252 65 26 0.00 11 116 26 52 22 0.00 71 76 240 214 61 25 0.00 12 205 26 54 20 0.00 69 74 222 219 63 28 0.00 13 206 26 55 24 0.00 85 74 258 225 58 25 0.00 14 237 26 56 20 0.00 103 97 273 228 39 28 0.00 15 423 26 55 35 0.25 93 105 303 222 54 25 0.00 16 191 26 51 39 0.00 76 95 207 222 65 29 0.00 17 288 26 51 25 0.00 85 84 247 226 68 28 0.00 18 323 25 61 24 0.00 100 96 302 227 67 29 0.00 19 366 25 37 25 0.04 100 104 231 228 43 30 0.00 20 270 25 49 26 0.00 92 101 260 227 60 24 0.00 21 273 25 57 21 0.00 95 102 242 227 42 27 0.00 22 785 25 55 24 0.05 118 102 362 227 45 29 0.00 23 394 25 49 25 1.32 98 103 362 227 68 30 1.60 24 395 25 44 26 0.15 115 103 322 228 49 20 0.00 25 267 25 55 17 0.00 114 101 320 227 64 34 0.00 26 332 25 56 29 0.00 119 120 310 221 67 34 0.00 27 640 25 65 28 0.00 130 111 325 218 68 27 0.00 28 571 25 64 26 0.00 189 181 407 221 65 31 0.00 29 705 25 63 31 0.00 225 193 472 219 64 30 0.00 30 784 25 57 34 0.00 244 228 435 221 73 23 0.00