1 PICK SLOAN MISSOURI BASIN PROGRAM UNITED STATES BUREAU OF RECLAMATION WESTERN DIVISION WATER AND POWER SYSTEM AS OF 05/09/02 WATER AND POWER CONTROL DIVISION TIME: 12:52:01 LOVELAND, COLORADO APRIL 2002 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) 193814 1 8996.03 193660 70 0 70 126 392 -154 238 119 0 119 0.00 58 27 0 122 2 8995.96 193481 70 0 70 126 392 -179 213 107 0 107 0.00 58 19 0 100 3 8995.92 193378 70 0 70 128 396 -103 293 147 0 147 0.00 56 19 0 124 4 8995.85 193199 70 0 70 126 392 -179 213 107 0 107 0.00 55 19 0 98 5 8996.81 193096 70 0 70 125 390 -103 287 144 0 144 0.00 59 20 0 92 6 8995.70 192815 70 0 70 212 564 -281 283 142 1 143 0.00 56 23 0 112 7 8995.56 192457 70 0 70 226 592 -358 234 117 1 118 0.00 54 20 0 112 8 8995.43 192125 70 0 70 226 592 -332 260 130 1 131 0.00 53 22 0 134 9 8995.32 191845 53 0 53 226 558 -280 278 139 1 140 0.00 55 28 0 115 10 8995.25 191667 52 0 52 207 518 -178 340 170 1 171 0.16 54 26 0 145 11 8995.15 191412 83 3 86 207 586 -255 331 166 1 167 0.03 48 23 0 115 12 8995.05 191158 90 0 90 200 580 -254 326 163 1 164 0.05 53 24 0 131 13 8994.97 190955 90 0 90 200 580 -203 377 189 1 190 0.00 57 27 0 122 14 8994.83 190600 90 0 90 262 704 -355 349 175 1 176 0.00 64 29 0 129 15 8994.71 190296 90 0 90 272 724 -304 420 210 1 211 0.00 60 28 0 138 16 8994.55 189892 90 0 90 271 722 -404 318 159 1 160 0.00 43 19 0 133 17 8994.46 189664 62 0 62 225 574 -228 346 173 1 174 0.00 55 19 0 128 18 8994.40 189513 52 0 52 194 492 -151 341 171 3 174 0.00 54 21 0 159 19 8994.34 189362 52 0 52 192 488 -151 337 169 10 179 0.00 58 26 0 95 20 8994.28 189210 52 0 52 197 498 -152 346 173 5 178 0.00 42 22 0 92 21 8994.20 189009 52 0 52 197 498 -201 297 149 4 153 0.00 40 17 0 86 22 8994.10 188758 50 2 52 242 588 -251 337 169 3 172 0.00 52 18 0 109 23 8993.92 188306 52 0 52 311 726 -452 274 137 4 141 0.00 59 24 0 76 24 8993.76 187904 52 0 52 320 744 -402 342 171 2 173 0.00 57 22 0 81 25 8993.65 187629 52 0 52 320 744 -275 469 235 0 235 0.20 59 26 0 89 26 8993.50 187254 52 0 52 320 744 -375 369 185 0 185 0.00 56 31 0 97 27 8993.35 186880 51 0 51 319 740 -374 366 183 0 183 0.06 43 28 0 122 28 8993.20 186506 52 0 52 318 740 -374 366 183 0 183 0.00 54 24 0 78 29 8993.07 186183 52 0 52 318 740 -323 417 209 0 209 0.00 62 26 0 94 30 8992.97 185935 52 0 52 318 740 -248 492 246 1 247 0.00 62 24 0 80 TOTAL CFS 1933 5 1938 6931 4937 44 4981 3308 TOTAL AF -7879 3866 10 3876 13862 17738 -7879 9859 9859 88 9962 0.50 55 23 0 6616 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 05/09/02 WATER AND POWER CONTROL DIVISION TIME: 12:52:01 LOVELAND, COLORADO APRIL 2002 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) 71457 1 7900.52 71433 201 0 201 399 -24 381 192 49 0 241 0.00 60 24 929 2 7900.42 71310 229 0 229 454 -123 337 170 37 0 207 0.00 55 22 1040 3 7900.32 71187 134 119 253 502 -123 385 194 77 0 271 0.00 56 25 1220 4 7900.15 70978 0 270 270 536 -209 333 168 37 0 205 0.00 58 24 1350 5 7900.08 70892 71 131 202 401 -86 321 162 74 0 236 0.00 59 26 1390 6 7900.08 70892 179 0 179 355 0 361 182 72 1 255 0.00 57 27 1360 7 7900.08 70892 179 0 179 340 0 346 182 47 1 230 0.00 52 26 1290 8 7900.00 70794 250 0 250 496 -98 404 204 60 1 265 0.00 56 26 1230 9 7899.61 70321 404 0 404 801 -473 334 168 86 1 255 0.00 59 34 1250 10 7899.32 69969 371 0 371 736 -352 390 197 118 1 316 0.48 56 30 1500 11 7899.20 69824 271 0 271 538 -145 399 201 80 1 282 0.00 48 25 1540 12 7899.22 69848 206 0 206 409 24 439 221 73 1 295 0.00 50 28 1390 13 7899.22 69848 209 0 209 415 0 421 212 99 1 312 0.00 59 32 1290 14 7899.25 69884 198 0 198 393 36 435 219 85 1 305 0.00 62 34 1370 15 7899.39 70054 139 0 139 276 170 452 228 120 1 349 0.04 64 31 1440 16 7899.61 70321 85 0 85 169 267 442 223 69 1 293 0.00 44 25 1470 17 7899.81 70564 0 64 64 127 243 376 190 111 1 302 0.00 58 27 1290 18 7899.91 70685 111 36 147 292 121 419 211 119 3 333 0.00 54 28 1050 19 7899.61 70321 327 0 327 649 -364 291 147 117 10 274 0.00 59 33 1000 20 7899.25 69884 361 0 361 716 -437 285 144 121 5 270 0.00 38 24 1210 21 7898.88 69437 360 0 360 714 -447 273 138 97 4 239 0.13 43 18 1320 22 7898.54 69031 363 0 363 720 -406 320 161 117 3 281 0.00 53 23 1230 23 7898.15 68564 360 0 360 714 -467 253 128 85 4 217 0.00 59 29 1160 24 7897.85 68208 309 0 309 613 -356 263 133 119 2 254 0.00 58 29 1140 25 7897.71 68043 221 0 221 438 -165 279 141 183 0 324 0.00 60 33 1240 26 7897.58 67889 224 0 224 444 -154 296 149 133 0 282 0.00 56 31 1230 27 7897.49 67783 224 0 224 444 -106 344 173 132 0 305 0.00 47 34 1340 28 7897.36 67629 204 0 204 405 -154 257 130 131 0 261 0.45 52 26 1320 29 7897.22 67464 226 0 226 448 -165 289 146 157 0 303 0.00 64 32 1230 30 7896.97 67169 278 0 278 551 -295 262 132 194 1 327 0.02 63 32 1270 TOTAL CFS 6694 620 7314 5246 2999 44 8289 38089 TOTAL AF -4288 13264 1230 14495 14495 -4288 10387 10392 5945 88 16423 1.12 55 28 75445 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 05/09/02 WATER AND POWER CONTROL DIVISION TIME: 12:52:01 LOVELAND, COLORADO APRIL 2002 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) 8731 1 8123.57 8767 7 0 0 0 5 0 12 24 36 61 31 2 8123.71 8803 7 0 0 1 5 0 13 26 36 63 32 3 8123.80 8826 7 0 0 1 14 0 22 44 23 68 34 4 8124.00 8877 7 0 0 0 0 0 7 14 51 66 33 5 8124.10 8903 7 0 0 0 13 0 20 40 26 67 34 6 8124.35 8968 8 0 0 0 0 0 8 16 65 82 41 7 8124.59 9031 8 0 0 1 0 0 9 17 63 81 43 8 8124.77 9078 10 0 0 0 0 0 10 20 47 68 34 9 8124.96 9128 12 0 5 0 0 0 12 24 50 75 38 10 8124.02 8882 12 0 5 1 28 125 166 329 -246 84 42 11 8123.55 8762 12 0 5 2 0 115 129 256 -120 137 69 12 8123.76 8815 12 0 5 1 0 0 13 26 53 80 40 13 8123.98 8872 12 0 5 1 0 0 13 26 57 84 42 14 8124.25 8942 12 0 5 1 0 0 13 26 70 97 49 15 8124.57 9026 12 0 5 1 0 0 13 26 84 111 56 16 8124.86 9102 12 0 5 1 0 0 13 26 76 103 52 17 8124.93 9120 12 0 5 1 17 0 30 60 18 79 40 18 8124.00 8877 12 0 5 1 0 140 153 303 -243 61 31 19 8123.10 8647 12 0 5 2 0 156 170 337 -230 108 54 20 8123.40 8723 12 0 5 1 0 0 13 26 76 103 52 21 8123.65 8787 12 0 5 1 0 0 13 26 64 91 46 22 8122.65 8534 10 0 5 1 0 126 137 272 -253 20 10 23 8120.90 8108 11 0 5 3 0 241 255 506 -426 81 41 24 8119.93 7880 9 0 5 3 0 156 168 333 -228 106 53 25 8120.23 7950 9 0 5 2 0 0 11 22 70 93 47 26 8120.56 8027 11 0 6 2 0 0 13 26 77 104 52 27 8121.00 8132 11 0 6 1 0 0 12 24 105 130 66 28 8121.26 8194 11 0 6 1 0 0 12 24 62 87 44 29 8121.47 8245 12 2 10 1 0 0 15 30 51 82 41 30 8121.58 8271 26 4 25 0 0 0 30 60 26 87 44 TOTAL CFS 327 6 138 31 82 1059 1505 1291 TOTAL AF -460 653 12 276 62 164 2100 2989 2989 -460 2559 2559 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 05/09/02 WATER AND POWER CONTROL DIVISION TIME: 12:52:01 LOVELAND, COLORADO APRIL 2002 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 05/09/02 WATER AND POWER CONTROL DIVISION TIME: 12:52:01 LOVELAND, COLORADO APRIL 2002 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 17850 1 8366.61 8366.72 17798 333 20 353 700 -52 658 577 81 41 0.00 0.00 55 30 2 8366.61 8366.75 17838 356 20 376 746 40 796 696 100 50 0.00 0.00 55 21 3 8366.58 8366.70 17756 374 20 394 781 -82 709 627 82 41 0.00 0.00 52 23 4 8366.62 8366.75 17843 405 20 425 843 87 940 736 204 103 0.00 0.00 56 20 5 8366.65 8366.78 17898 334 20 354 702 55 767 528 239 120 0.00 0.00 61 21 6 8366.65 8366.76 17871 331 20 351 696 -27 679 524 155 78 0.00 0.00 57 24 7 8366.59 8366.67 17721 248 20 268 509 -150 369 182 187 98 0.00 0.00 52 24 8 8366.59 8366.68 17734 53 20 73 145 13 168 0 168 85 0.00 0.00 54 19 9 8366.65 8366.74 17845 20 20 40 79 111 200 0 200 101 0.00 0.00 57 23 10 8366.69 8366.80 17945 39 20 59 117 100 227 0 227 114 0.00 0.00 55 28 11 8366.61 8366.70 17772 31 205 236 468 -173 305 0 305 154 0.11 0.10 51 30 12 8366.55 8366.67 17701 132 56 188 373 -71 312 182 130 66 0.00 0.00 55 25 13 8366.60 8366.74 17820 353 20 373 740 119 869 627 242 122 0.00 0.02 61 31 14 8366.57 8366.65 17684 239 20 259 514 -136 388 52 336 169 0.00 0.00 65 26 15 8366.55 8366.65 17674 216 20 236 468 -10 468 212 256 129 0.00 0.00 64 27 16 8366.56 8366.71 17759 256 20 276 547 85 642 383 259 131 0.00 0.03 63 30 17 8366.55 8366.68 17714 368 20 388 770 -45 735 553 182 92 0.00 0.00 61 23 18 8366.53 8366.67 17691 376 20 396 785 -23 772 512 260 131 0.00 0.00 58 24 19 8366.54 8366.69 17722 374 20 394 781 31 822 587 235 118 0.00 0.00 60 27 20 8366.57 8366.66 17697 396 20 416 825 -25 810 569 241 122 0.02 0.00 54 26 21 8366.56 8366.66 17692 405 20 425 843 -5 848 637 211 106 0.04 0.07 44 21 22 8366.61 8366.71 17785 398 20 418 829 93 932 791 141 71 0.00 0.00 56 15 23 8366.59 8366.65 17694 335 20 355 704 -91 623 424 199 100 0.00 0.00 64 20 24 8366.54 8366.60 17603 247 20 267 530 -91 449 313 136 69 0.00 0.00 63 31 25 8366.45 8366.51 17437 247 20 267 530 -166 374 260 114 57 0.00 0.00 65 23 26 8366.47 8366.53 17474 247 20 267 530 37 577 226 351 177 0.20 0.16 56 32 27 8366.55 8366.62 17634 247 20 267 530 160 700 472 228 115 0.20 0.28 49 31 28 8366.55 8366.65 17674 248 20 268 532 40 582 339 243 123 0.00 0.00 55 29 29 8366.52 8366.59 17580 249 20 269 534 -94 450 260 190 96 0.00 0.00 66 24 30 8366.51 8366.58 17561 249 20 269 534 -19 525 331 194 98 0.00 0.00 68 25 TOTAL CFS 8106 821 8927 3077 58 25 TOTAL AF -289 16057.5 1636 17685 17685 -289 17696 11600 6096 6092 0.57 0.66 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 05/09/02 WATER AND POWER CONTROL DIVISION TIME: 12:52:01 LOVELAND, COLORADO APRIL 2002 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) 237217 1 8230.05 236784 291 20 0 2.0 313 621 -433 214 108 20 0 0 88 129 0 2 8229.95 236302 351 20 0 2.0 373 740 -482 284 143 20 0 0 123 173 0 3 8229.85 235821 316 20 0 2.0 338 670 -481 215 108 20 0 0 88 129 0 4 8229.72 235197 371 20 0 2.0 393 780 -624 182 92 20 0 0 72 175 0 5 8229.64 234813 266 20 0 2.0 288 571 -384 213 107 20 0 0 87 207 0 6 8229.57 234478 264 20 0 2.0 286 567 -335 258 130 20 0 0 110 188 0 7 8229.54 234334 96 20 0 2.0 118 224 -144 106 56 20 0 0 36 134 0 8 8229.58 234526 0 20 0 2.0 22 44 192 262 132 20 0 0 112 197 0 9 8229.63 234765 0 20 0 1.0 21 42 239 307 155 20 0 0 135 236 24 10 8229.73 235245 0 20 0 1.0 21 42 480 548 276 20 125 0 131 245 24 11 8229.89 236014 0 20 0 1.0 21 42 769 837 422 205 115 0 102 256 27 12 8229.94 236254 92 20 0 1.0 113 224 240 490 247 56 0 0 191 257 27 13 8229.85 235821 316 20 0 1.0 337 668 -433 261 132 20 0 0 112 234 27 14 8229.85 235821 26 20 0 1.0 47 93 0 119 60 20 0 0 40 209 27 15 8229.87 235918 107 20 0 1.0 128 254 97 377 190 20 0 0 170 299 27 16 8229.85 235821 193 20 0 1.0 214 424 -97 353 178 20 0 0 158 289 26 17 8229.77 235437 279 20 0 1.0 300 595 -384 237 119 20 0 0 99 191 26 18 8229.74 235293 258 20 0 1.0 279 553 -144 435 219 20 140 0 59 190 26 19 8229.72 235197 296 20 0 1.0 317 629 -96 559 282 20 156 0 106 224 25 20 8229.63 234765 287 20 0 1.0 308 611 -432 205 103 20 0 0 83 205 25 21 8229.53 234286 321 20 0 1.0 342 678 -479 225 113 20 0 0 93 199 25 22 8229.43 233807 399 20 0 1.0 420 833 -479 379 191 20 126 0 45 116 25 23 8229.43 233807 214 20 0 1.0 235 466 0 491 248 20 241 0 -13 87 25 24 8229.45 233903 158 20 0 1.0 179 355 96 476 240 20 156 0 64 133 25 25 8229.45 233903 131 20 0 1.0 152 301 0 326 164 20 0 0 144 201 25 26 8229.45 233903 114 20 0 1.0 135 268 0 293 148 20 0 0 128 305 20 27 8229.44 233855 238 20 0 1.0 259 514 -48 491 248 20 0 0 228 343 20 28 8229.40 233664 171 20 0 1.0 192 381 -191 215 108 20 0 0 88 211 20 29 8229.35 233425 131 20 0 1.0 152 301 -239 87 44 20 0 0 24 120 20 30 8229.32 233281 167 20 0 1.0 188 373 -144 254 128 20 0 0 108 206 18 TOTAL CFS 5853 600 0 38.0 6491 4891 821 1059 0 3011 6088 534 TOTAL AF -3936 11600 1198 0 75.2 12864 12864 -3936 9699 9699 1636 2100 0 5969 12068 1068 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 05/09/02 WATER AND POWER CONTROL DIVISION TIME: 12:52:01 LOVELAND, COLORADO APRIL 2002 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. 557 2641 1 31.35 72.32 591 2597 -10 660.5 333.0 0.00 660.5 333.0 17.0 22.0 0 0 0 0.00 61 31 2 31.08 72.38 582 2607 1 706.1 356.0 0.00 698.2 352.0 18.0 22.0 0 0 0 0.00 24 14 3 32.80 72.05 645 2552 8 741.8 374.0 0.00 718.0 362.0 14.0 22.0 0 0 0 0.00 43 12 4 34.85 72.16 723 2571 97 803.3 405.0 0.00 686.3 346.0 12.0 23.0 0 0 0 0.00 55 19 5 35.52 72.40 749 2611 66 662.5 334.0 0.00 581.2 293.0 15.0 23.0 0 0 0 0.00 56 22 6 33.82 73.12 683 2733 56 656.5 331.0 0.00 605.0 305.0 25.0 23.0 0 0 0 0.00 61 27 7 36.23 72.33 777 2599 -40 471.4 248.0 0.00 482.8 254.0 9.0 23.0 0 0 0 0.00 56 28 8 37.58 71.97 831 2539 -6 105.1 53.0 0.00 117.0 59.0 26.0 23.0 0 18 0 0.00 47 29 9 38.13 71.83 854 2516 0 39.7 20.0 0.00 31.7 16.0 17.0 21.0 0 0 0 0.00 59 27 10 39.37 71.72 905 2498 33 77.4 39.0 0.00 29.8 15.0 13.0 21.0 0 0 0 0.00 58 37 11 39.86 71.61 925 2480 2 61.5 31.0 0.00 43.6 22.0 13.0 21.0 0 0 0 0.00 50 34 12 37.20 72.14 816 2567 -22 261.8 132.0 0.00 283.6 143.0 21.0 21.0 0 0 0 0.00 59 30 13 37.59 72.46 832 2621 70 700.2 353.0 0.00 644.6 325.0 28.0 21.0 0 0 0 0.00 62 44 14 31.42 73.03 594 2718 -141 474.0 239.0 0.00 648.6 327.0 39.0 22.0 0 0 0 0.00 66 52 15 28.41 72.29 489 2592 -231 428.4 216.0 0.00 684.3 345.0 51.0 38.0 0 0 0 0.00 68 46 16 29.84 70.73 538 2338 -205 507.8 256.0 0.00 702.1 354.0 48.0 53.0 0 0 0 0.00 50 38 17 33.12 69.91 657 2209 -10 729.9 368.0 0.00 731.9 369.0 43.0 47.0 0 0 0 0.00 62 26 18 31.81 70.39 608 2284 26 745.8 376.0 0.00 733.9 370.0 50.0 43.0 0 0 0 0.00 54 28 19 31.36 70.55 592 2309 9 741.8 374.0 0.00 731.9 369.0 48.0 49.0 0 0 0 0.04 32 23 20 34.36 70.07 704 2234 37 785.5 396.0 0.00 737.9 372.0 44.0 50.0 0 0 0 0.28 32 25 21 31.55 71.02 599 2384 45 803.3 405.0 0.00 763.6 385.0 46.0 44.0 0 0 0 0.00 43 20 22 34.30 71.00 701 2381 99 789.4 398.0 0.00 670.4 338.0 36.0 47.0 0 0 0 0.00 56 35 23 35.86 71.61 762 2480 160 664.5 335.0 0.00 497.9 251.0 34.0 38.0 0 0 0 0.00 64 46 24 34.99 71.73 728 2499 -15 489.9 247.0 0.00 497.9 251.0 30.0 34.0 0 0 0 0.00 57 36 25 30.79 72.75 571 2670 14 489.9 247.0 0.00 495.9 250.0 40.0 30.0 0 0 0 0.00 50 26 26 37.07 71.18 811 2410 -20 489.9 247.0 0.00 501.8 253.0 34.0 38.0 0 0 0 0.04 54 33 27 31.28 72.65 589 2653 21 489.9 247.0 0.00 501.8 253.0 53.0 37.0 0 0 0 0.08 48 37 28 34.93 71.64 726 2485 -31 491.9 248.0 0.00 495.9 250.0 39.0 53.0 0 0 0 0.00 54 38 29 33.54 71.91 672 2529 -10 493.9 249.0 0.00 499.8 252.0 36.0 38.0 0 0 0 0.00 66 39 30 38.52 70.75 869 2341 9 493.9 249.0 0.00 489.9 247.0 39.0 37.0 0 0 0 0.00 65 33 TOTAL CFS 8106.0 8061.0 938.0 984.0 0 TOTAL AF 312 -300 12 0.00 1860. 1950. 0 18 0 0.44 54 31 16057.5 15967.8 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 1 PICK SLOAN MISSOURI BASIN PROGRAM UNITED STATES BUREAU OF RECLAMATION WESTERN DIVISION WATER AND POWER SYSTEM AS OF 05/09/02 WATER AND POWER CONTROL DIVISION TIME: 12:52:01 LOVELAND, COLORADO APRIL 2002 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) 1 333.0 0.0 0.0 10.0 350.0 694 333.0 22.0 355.0 704 -10 17.0 2 356.0 0.0 0.0 10.0 374.0 742 352.0 22.0 374.0 742 1 18.0 3 374.0 0.0 0.0 10.0 388.0 770 362.0 22.0 384.0 762 8 14.0 4 405.0 0.0 0.0 10.0 417.0 827 346.0 23.0 369.0 732 97 12.0 5 334.0 0.0 0.0 17.0 349.0 692 293.0 23.0 316.0 627 66 15.0 6 331.0 0.0 0.0 20.0 356.0 706 305.0 23.0 328.0 651 56 25.0 7 248.0 0.0 0.0 23.0 257.0 489 254.0 23.0 277.0 527 -40 9.0 8 53.0 0.0 0.0 21.0 79.0 157 59.0 23.0 82.0 163 -6 26.0 9 20.0 0.0 0.0 23.0 37.0 73 16.0 21.0 37.0 73 0 17.0 10 39.0 0.0 0.0 26.0 52.0 103 15.0 21.0 36.0 71 33 13.0 11 31.0 0.0 0.0 27.0 44.0 87 22.0 21.0 43.0 85 2 13.0 12 132.0 0.0 0.0 24.0 153.0 303 143.0 21.0 164.0 325 -22 21.0 13 353.0 0.0 0.0 26.0 381.0 756 325.0 21.0 346.0 686 70 28.0 14 239.0 0.0 0.0 32.0 278.0 551 327.0 22.0 349.0 692 -141 39.0 15 216.0 0.0 0.0 39.0 267.0 530 345.0 38.0 383.0 760 -231 51.0 16 256.0 0.0 0.0 40.0 304.0 603 354.0 53.0 407.0 807 -205 48.0 17 368.0 0.0 0.0 32.0 411.0 815 369.0 47.0 416.0 825 -10 43.0 18 376.0 0.0 0.0 32.0 426.0 845 370.0 43.0 413.0 819 26 50.0 19 374.0 0.0 0.0 32.0 422.0 837 369.0 49.0 418.0 829 9 48.0 20 396.0 0.0 0.0 29.0 440.0 873 372.0 50.0 422.0 837 37 44.0 21 405.0 0.0 0.0 27.0 451.0 895 385.0 44.0 429.0 851 45 46.0 22 398.0 0.0 0.0 27.0 434.0 861 338.0 47.0 385.0 764 99 36.0 23 335.0 0.0 0.0 26.0 369.0 732 251.0 38.0 289.0 573 160 34.0 24 247.0 0.0 0.0 26.0 277.0 549 251.0 34.0 285.0 565 -15 30.0 25 247.0 0.0 0.0 28.0 287.0 569 250.0 30.0 280.0 555 14 40.0 26 247.0 0.0 0.0 31.0 281.0 557 253.0 38.0 291.0 577 -20 34.0 27 247.0 0.0 0.0 37.0 300.0 595 253.0 37.0 290.0 575 21 53.0 28 248.0 0.0 0.0 31.0 287.0 569 250.0 53.0 303.0 601 -31 39.0 29 249.0 0.0 0.0 27.0 285.0 565 252.0 38.0 290.0 575 -10 36.0 30 249.0 0.0 0.0 33.0 288.0 571 247.0 37.0 284.0 563 9 39.0 TOTAL CFS 8106.0 0.0 776.0 9044.0 8061.0 984.0 9045.0 938.0 AF 16057.5 0.0 0.0 1537.3 17917.3 17916 15967.8 1949.8 17917.6 17916 12 1859.8 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 05/09/02 WATER AND POWER CONTROL DIVISION TIME: 12:52:01 LOVELAND, COLORADO APRIL 2002 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 1508 619 111726 36230 1 71.8 1470 68.8 580 0.0 366.1 0.0 0.0 0.0 222.3 0.0 0.0 69.1 5758.53 111692 5350.00 36803 0 2 71.7 1463 68.3 559 0.0 366.0 0.0 0.0 0.0 222.3 0.0 0.0 66.4 5758.47 111623 5350.64 37419 0 3 73.7 1617 67.1 510 0.0 365.9 0.0 0.0 0.0 222.3 0.0 0.0 66.3 5758.39 111532 5351.08 37847 0 4 75.2 1742 68.7 576 0.0 365.7 0.0 0.0 0.0 222.3 0.0 0.0 66.7 5758.27 111395 5351.43 38190 0 5 75.9 1802 67.8 538 0.0 365.6 0.0 0.0 0.0 222.2 0.0 0.0 68.4 5758.16 111270 5351.59 38347 0 6 75.6 1776 70.0 632 0.0 365.5 0.0 0.0 0.0 222.2 0.0 0.0 67.6 5758.09 111190 5352.01 38761 0 7 76.6 1864 69.7 619 0.0 365.3 0.0 0.0 0.0 222.2 0.0 0.0 69.7 5757.99 111076 5352.29 39039 0 8 77.7 1963 64.3 403 0.0 365.1 0.0 0.0 0.0 222.2 0.0 0.0 66.9 5757.89 110962 5352.41 39158 0 9 74.9 1717 68.4 563 0.0 364.9 0.0 0.0 0.0 222.2 0.0 0.0 67.2 5757.76 110814 5352.38 39129 0 10 75.0 1725 65.7 455 0.0 364.7 0.0 0.0 0.0 222.1 0.0 0.0 67.1 5757.60 110632 5352.35 39099 0 11 72.0 1485 69.5 610 0.0 364.5 0.0 0.0 0.0 222.1 0.0 0.0 67.0 5757.45 110461 5352.33 39079 0 12 74.6 1691 66.2 474 0.0 364.2 0.0 0.0 0.0 222.1 0.0 0.0 67.9 5757.28 110268 5352.30 39049 113 13 76.3 1838 65.8 459 0.0 364.0 0.0 0.0 0.0 222.0 0.0 0.0 66.1 5757.16 110131 5352.48 39228 0 14 75.1 1734 69.1 593 0.0 363.8 0.0 0.0 0.0 222.0 0.0 0.0 65.9 5756.98 109927 5352.83 39578 0 15 74.3 1666 71.0 676 0.0 363.5 0.0 0.0 0.0 222.0 0.0 0.0 68.6 5756.79 109711 5353.20 39950 0 16 75.5 1768 69.2 597 0.0 363.2 0.0 0.0 0.0 221.9 0.0 0.0 68.4 5756.62 109519 5353.58 40334 0 17 75.2 1742 70.9 672 0.0 362.9 0.0 0.0 0.0 221.9 0.0 0.0 68.0 5756.45 109326 5353.93 40690 0 18 75.9 1802 68.4 563 0.0 362.6 0.0 0.0 0.0 221.8 0.0 0.0 68.9 5756.20 109043 5354.46 41233 0 19 75.4 1759 68.8 580 0.0 362.3 0.0 0.0 0.0 221.8 0.0 0.0 66.4 5756.04 108861 5355.00 41790 0 20 75.7 1785 67.5 526 0.0 361.9 0.0 0.0 0.0 221.7 0.0 0.0 66.4 5755.79 108579 5355.55 42362 0 21 75.7 1785 67.1 510 0.0 361.8 0.0 0.0 0.0 221.7 0.0 0.0 67.0 5755.68 108454 5356.12 42959 0 22 74.8 1708 68.8 580 0.0 361.4 0.0 0.0 0.0 221.7 0.0 0.0 66.4 5755.44 108183 5356.66 43529 0 23 75.0 1725 68.1 551 0.0 361.1 0.0 0.0 0.0 221.6 0.0 0.0 68.4 5755.22 107935 5356.84 43720 0 24 76.6 1864 67.4 522 0.0 360.8 0.0 0.0 0.0 221.6 0.0 0.0 66.8 5755.06 107754 5356.95 43836 0 25 76.8 1882 67.9 542 0.0 360.1 0.0 0.0 0.0 221.4 0.0 0.0 68.0 5754.61 107247 5357.19 44092 0 26 76.9 1891 67.3 518 3.0 359.7 8.3 4.2 0.0 221.4 0.0 0.0 67.3 5754.29 106887 5357.42 44338 0 27 76.5 1855 67.0 506 0.0 359.2 0.0 0.0 0.0 221.3 0.0 0.0 66.6 5753.95 106505 5357.76 44702 0 28 75.4 1759 68.2 555 0.0 358.7 0.0 0.0 0.0 221.2 0.0 0.0 66.4 5753.62 106135 5358.07 45036 0 29 75.8 1794 70.2 640 0.0 358.1 0.0 0.0 0.0 221.1 0.0 0.0 68.9 5753.26 105731 5358.15 45122 0 30 77.6 1954 64.8 421 0.0 357.5 0.0 0.0 0.0 221.0 0.0 0.0 66.3 5752.83 105250 5358.40 45392 0 TOTAL CFS 4.2 TOTAL AF 446 -198 3.0 8.3 8.3 0.0 0.0 0.0 -6476 9162 113 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 05/09/02 WATER AND POWER CONTROL DIVISION TIME: 12:52:01 LOVELAND, COLORADO APRIL 2002 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 3.20 0.00 0.00 0.00 0.00 0.00 0.00 348.00 2 0.00 0.00 5.50 0.00 0.00 0.00 0.00 0.00 0.00 330.00 3 0.00 0.00 5.50 0.00 0.00 0.00 0.00 0.00 0.00 267.00 4 0.00 0.00 5.50 0.00 0.00 0.00 0.00 0.00 0.00 213.00 5 0.00 0.00 5.50 0.00 0.00 0.00 0.00 0.00 4.00 245.00 6 0.00 0.00 5.50 0.00 0.00 0.00 0.00 0.00 0.00 247.00 7 0.00 0.00 5.20 0.00 0.00 0.00 0.00 0.00 0.00 187.40 8 0.00 0.00 5.50 0.00 0.00 0.00 0.00 0.00 0.00 104.00 9 0.00 0.00 5.50 0.00 0.00 0.00 0.00 0.00 0.00 46.00 10 0.00 0.00 5.50 0.00 0.00 0.00 0.00 0.00 0.00 44.00 11 0.00 0.00 5.50 0.00 0.00 0.00 0.00 0.00 0.00 44.00 12 0.00 0.00 5.50 0.00 0.00 0.00 0.00 14.00 0.00 45.00 13 0.00 0.00 5.50 0.00 0.00 0.00 0.00 20.00 0.00 206.00 14 0.00 0.00 5.50 0.00 0.00 0.00 0.00 20.00 0.00 275.00 15 0.00 0.00 5.50 0.00 0.00 0.00 0.00 20.00 0.00 294.00 16 0.00 0.00 5.50 0.00 0.00 0.00 0.00 20.00 0.00 295.65 17 0.00 0.00 5.50 0.00 0.00 0.00 0.00 20.00 0.00 295.00 18 0.00 0.00 5.50 0.00 0.00 0.00 0.00 6.00 0.00 363.00 19 0.00 0.00 5.50 0.00 0.00 0.00 0.00 0.00 0.00 360.00 20 0.00 0.00 5.50 0.00 0.00 0.00 0.00 0.00 0.00 364.00 21 0.00 0.00 5.50 0.00 0.00 0.00 0.00 0.00 0.00 360.00 22 0.00 0.00 5.50 0.00 0.00 0.00 0.00 0.00 0.00 340.00 23 0.00 0.00 5.50 0.00 0.00 0.00 0.00 0.00 0.00 235.00 24 0.00 0.00 5.50 0.00 0.00 0.00 0.00 0.00 0.00 165.65 25 0.00 0.00 5.50 0.00 0.00 0.00 0.00 0.00 0.00 200.00 26 0.00 0.00 5.50 0.00 0.00 0.00 0.00 0.00 0.00 230.00 27 0.00 0.00 5.60 0.00 0.00 0.00 0.00 0.00 0.00 230.00 28 0.00 0.00 6.00 0.00 0.00 0.00 0.00 0.00 0.00 230.00 29 0.00 0.00 6.00 0.00 0.00 0.00 0.00 0.00 0.00 155.00 30 0.00 0.00 6.00 0.00 0.00 0.00 0.00 0.00 0.00 257.00 TOTAL CFS 0.00 0.00 164.00 0.00 0.00 0.00 0.00 120.00 4.00 6975.70 TOTAL AF 0.00 0.00 324.86 0.00 0.00 0.00 0.00 238.02 7.93 13820.60 ADJUSTMENT AF 87.00 TOTAL FLOW OR DELIVERY AF 13733.60 METERED DELIVERY AF 714.00 NOTE: AVERAGE DAILY CFS UNLESS NOTED OTHERWISE * TOTAL FLOW INCLUDES NON-CHARGE WATER 1 PICK SLOAN MISSOURI BASIN PROGRAM UNITED STATES BUREAU OF RECLAMATION WESTERN DIVISION WATER AND POWER SYSTEM AS OF 05/09/02 WATER AND POWER CONTROL DIVISION TIME: 12:52:01 LOVELAND, COLORADO APRIL 2002 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) 16097.60 1 0.00 0.00 0.00 10.00 5.85 0.00 15.85 16129.30 2 0.00 0.00 0.00 10.00 10.00 0.00 20.00 16169.30 3 0.00 0.00 0.00 10.00 9.10 0.00 19.10 16207.50 4 0.00 0.00 0.00 10.00 8.50 0.00 18.50 16244.50 5 0.00 4.65 0.00 10.00 8.50 0.00 23.15 16290.80 6 0.00 7.00 0.00 10.00 8.50 0.00 25.50 16341.80 7 0.00 6.70 0.00 9.60 8.15 0.00 24.45 16390.70 8 0.00 7.00 0.00 10.00 8.50 0.00 25.50 16441.70 9 0.00 25.70 0.00 10.00 9.40 0.00 45.10 16531.90 10 0.00 35.00 0.00 10.00 10.00 0.00 55.00 16641.90 11 0.00 35.00 0.00 10.00 10.00 0.00 55.00 16751.90 12 0.00 35.00 0.00 10.00 10.85 0.00 55.85 16863.60 13 0.00 35.00 0.00 10.00 11.50 0.00 56.50 16976.60 14 0.00 35.00 0.00 10.00 11.50 0.00 56.50 17089.60 15 0.00 42.80 0.00 10.00 11.50 0.00 64.30 17218.20 16 0.00 48.00 0.00 13.35 11.50 0.00 72.85 17363.90 17 0.00 56.00 0.00 15.00 11.50 0.00 82.50 17528.90 18 0.00 60.00 0.00 15.00 11.50 0.00 86.50 17701.90 19 0.00 60.00 0.00 15.00 11.50 0.00 86.50 17874.90 20 0.00 60.00 0.00 15.00 11.50 0.00 86.50 18047.90 21 0.00 60.00 0.00 15.00 11.50 0.00 86.50 18220.90 22 0.00 60.00 0.00 15.00 11.50 0.00 86.50 18393.90 23 0.00 60.00 0.00 15.00 11.50 0.00 86.50 18566.90 24 0.00 60.00 0.00 18.35 13.25 0.00 91.60 18750.10 25 0.00 100.00 0.00 20.00 14.50 0.00 134.50 19019.10 26 0.00 120.00 0.00 20.00 14.50 0.00 154.50 19328.10 27 0.00 120.00 0.00 20.00 14.50 0.00 154.50 19637.10 28 0.00 120.00 0.00 20.00 14.50 0.00 154.50 19946.10 29 0.00 120.00 0.00 20.00 17.45 1.25 158.70 20263.50 30 0.00 140.00 0.00 20.00 19.50 0.75 180.25 20624.00 TOTAL CFS 0.00 1512.85 0.00 406.30 342.05 2.00 2263.20 TOTAL AF 0.00 3025.70 0.00 812.60 684.10 4.00 4526.40 20624.00 METERED DELIVERY AF 25.80 2332.20 87.00 0.00 2385.30 4830.30 25454.30 TOTAL FLOW OR DELIVERY AF * 25.80 5357.90 0.00 899.60 684.10 2389.30 9356.70 25454.30 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 2002 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 26. 10. 0.00 0.00 0.00 13. 0.00 11. 2 0.00 0.00 7. 1. 0.00 0.00 26. 10. 0.00 0.00 0.00 0. 0.00 0. 3 0.00 0.00 7. 1. 0.00 0.00 26. 10. 0.00 0.02 0.00 0. 0.00 0. 4 0.00 0.00 7. 1. 0.00 0.00 26. 10. 0.00 0.00 0.00 0. 0.00 0. 5 0.00 0.00 7. 1. 0.00 0.00 26. 10. 0.00 0.00 0.00 14. 0.00 12. 6 0.00 0.00 7. 1. 0.00 0.00 26. 10. 0.00 0.00 0.00 14. 0.00 12. 7 0.00 0.00 7. 1. 0.00 0.00 26. 10. 0.00 0.00 0.00 15. 0.00 13. 8 0.00 0.00 7. 1. 0.00 0.00 26. 10. 0.00 0.00 0.00 9. 0.05 4. 9 0.00 0.00 7. 1. 0.00 0.00 26. 10. 0.00 0.00 0.00 12. 0.00 10. 10 0.16 0.48 7. 1. 0.00 0.00 26. 10. 0.00 0.00 0.00 3. 0.00 2. 11 0.03 0.00 7. 1. 0.11 0.10 26. 10. 0.00 0.00 0.00 13. 0.00 11. 12 0.05 0.00 7. 1. 0.00 0.00 26. 10. 0.00 0.00 0.00 14. 0.00 12. 13 0.00 0.00 7. 1. 0.00 0.02 26. 10. 0.00 0.00 0.00 15. 0.00 13. 14 0.00 0.00 7. 1. 0.00 0.00 26. 10. 0.00 0.00 0.00 15. 0.00 13. 15 0.00 0.04 7. 1. 0.00 0.00 26. 10. 0.00 0.00 0.00 13. 0.00 12. 16 0.00 0.00 7. 1. 0.00 0.03 26. 10. 0.00 0.00 0.00 16. 0.00 14. 17 0.00 0.00 7. 1. 0.00 0.00 26. 10. 0.00 0.00 0.00 19. 0.00 17. 18 0.00 0.00 7. 1. 0.00 0.00 26. 10. 0.00 0.00 0.00 14. 0.00 13. 19 0.00 0.00 7. 1. 0.00 0.00 26. 10. 0.04 0.05 0.00 6. 0.00 6. 20 0.00 0.00 7. 1. 0.02 0.00 26. 10. 0.28 0.00 0.00 0. 0.13 0. 21 0.00 0.13 7. 1. 0.04 0.07 26. 10. 0.00 0.00 0.20 -10. 0.00 8. 22 0.00 0.00 7. 1. 0.00 0.00 26. 10. 0.00 0.41 0.00 21. 0.00 19. 23 0.00 0.00 6. 1. 0.00 0.00 26. 10. 0.00 0.00 0.00 19. 0.00 18. 24 0.00 0.00 6. 1. 0.00 0.00 26. 10. 0.00 0.00 0.00 9. 0.00 8. 25 0.20 0.00 6. 1. 0.00 0.00 26. 10. 0.00 0.00 0.00 8. 0.00 7. 26 0.00 0.00 6. 1. 0.20 0.16 26. 10. 0.04 0.00 0.00 10. 0.00 9. 27 0.06 0.00 6. 1. 0.20 0.28 26. 10. 0.08 0.00 0.00 14. 0.08 7. 28 0.00 0.45 6. 1. 0.00 0.00 26. 10. 0.00 0.00 0.12 4. 0.00 14. 29 0.00 0.00 6. 1. 0.00 0.00 26. 10. 0.00 0.03 0.00 18. 0.00 18. 30 0.00 0.02 6. 1. 0.00 0.00 26. 10. 0.00 0.00 0.00 15. 0.00 14. TOTALS 0.50 1.12 197. 41. 0.57 0.66 781. 301. 0.44 0.51 0.32 311. 0.26 299. 1 UPPER COLORADO RIVER DAILY DATA COLLECTION FOR APRIL 2002 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) 1 129 22 55 30 0.00 31 7 192 201 60 24 0.00 2 173 22 55 21 0.00 32 8 170 229 55 22 0.00 3 129 22 52 23 0.00 34 8 194 253 56 25 0.00 4 175 22 56 20 0.00 33 7 168 270 58 24 0.00 5 207 22 61 21 0.00 34 7 162 202 59 26 0.00 6 188 22 57 24 0.00 41 8 182 179 57 27 0.00 7 134 22 52 24 0.00 43 9 182 179 52 26 0.00 8 197 22 54 19 0.00 34 10 204 250 56 26 0.00 9 236 21 57 23 0.00 38 7 168 404 59 34 0.00 10 245 21 55 28 0.00 42 8 197 371 56 30 0.48 11 256 21 51 30 0.11 69 9 201 271 48 25 0.00 12 257 21 55 25 0.00 40 8 221 206 50 28 0.00 13 234 21 61 31 0.00 42 8 212 209 59 32 0.00 14 209 21 65 26 0.00 49 8 219 198 62 34 0.00 15 299 21 64 27 0.00 56 8 228 139 64 31 0.04 16 289 21 63 30 0.00 52 8 223 85 44 25 0.00 17 191 21 61 23 0.00 40 8 190 64 58 27 0.00 18 190 21 58 24 0.00 31 8 211 147 54 28 0.00 19 224 21 60 27 0.00 54 9 147 327 59 33 0.00 20 205 21 54 26 0.02 52 8 144 361 38 24 0.00 21 199 21 44 21 0.04 46 8 138 360 43 18 0.13 22 116 21 56 15 0.00 10 6 161 363 53 23 0.00 23 87 21 64 20 0.00 41 9 128 360 59 29 0.00 24 133 21 63 31 0.00 53 7 133 309 58 29 0.00 25 201 21 65 23 0.00 47 6 141 221 60 33 0.00 26 305 21 56 32 0.20 52 7 149 224 56 31 0.00 27 343 21 49 31 0.20 66 6 173 224 47 34 0.00 28 211 21 55 29 0.00 44 6 130 204 52 26 0.45 29 120 21 66 24 0.00 41 3 146 226 64 32 0.00 30 206 21 68 25 0.00 44 1 132 278 63 32 0.02