1 PICK SLOAN MISSOURI BASIN PROGRAM UNITED STATES BUREAU OF RECLAMATION WESTERN DIVISION WATER AND POWER SYSTEM AS OF 01/07/00 WATER AND POWER CONTROL DIVISION TIME: 08:28:43 LOVELAND, COLORADO DECEMBER 1999 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) 241743 1 9013.06 241558 110 0 110 78 376 -185 191 96 0 96 0.08 52 19 0 70 2 9013.00 241373 110 0 110 78 376 -185 191 96 0 96 0.02 36 19 0 93 3 9012.94 241188 110 0 110 74 368 -185 183 92 0 92 0.05 23 12 0 69 4 9012.86 240941 110 0 110 78 376 -247 129 65 0 65 0.00 27 -5 0 75 5 9012.76 240634 110 0 110 78 376 -307 69 35 0 35 0.00 34 -4 0 66 6 9012.69 240418 110 0 110 78 376 -216 160 80 0 80 0.00 36 4 0 52 7 9012.63 240234 108 0 108 78 372 -184 188 94 0 94 0.02 35 10 0 132 8 9012.55 239988 107 0 107 78 370 -246 124 62 0 62 0.01 28 -7 0 84 9 9012.47 239743 71 33 104 78 364 -245 119 60 0 60 0.00 32 -5 0 21 10 9012.39 239498 107 0 107 78 370 -245 125 63 0 63 0.03 35 5 0 87 11 9012.32 239284 107 0 107 78 370 -214 156 78 0 78 0.01 24 4 0 78 12 9012.26 239100 107 0 107 78 370 -184 186 93 0 93 0.00 28 2 0 77 13 9012.19 238886 107 0 107 78 370 -214 156 78 0 78 0.05 38 5 0 82 14 9012.09 238581 107 0 107 78 370 -305 65 33 0 33 0.00 16 -1 0 56 15 9012.02 238367 107 0 107 78 370 -214 156 78 0 78 0.04 25 -2 0 26 16 9012.97 238215 107 0 107 78 370 -152 218 109 0 109 0.04 36 14 0 93 17 9011.90 238001 107 0 107 78 370 -214 156 78 0 78 0.05 30 3 0 82 18 9011.86 237879 107 0 107 78 370 -122 248 124 0 124 0.15 33 12 0 35 19 9011.80 237697 107 0 107 78 370 -182 188 94 0 94 0.01 23 10 0 81 20 9011.74 237514 107 0 107 78 370 -183 187 94 0 94 0.02 19 6 0 83 21 9011.67 237302 107 0 107 78 370 -212 158 79 0 79 0.08 20 0 0 77 22 9011.61 237120 107 0 107 78 370 -182 188 94 0 94 0.06 19 7 0 84 23 9011.55 236937 107 0 107 78 370 -183 187 94 0 94 0.00 39 2 0 45 24 9011.47 236695 107 0 107 78 370 -242 128 64 0 64 0.00 42 0 0 30 25 9011.41 236513 107 0 107 78 370 -182 188 94 0 94 0.00 37 3 0 84 26 9011.34 236301 103 4 107 78 370 -212 158 79 0 79 0.00 41 5 0 93 27 9011.28 236120 107 0 107 78 370 -181 189 95 0 95 0.00 39 4 0 32 28 9011.22 235938 107 0 107 78 370 -182 188 94 0 94 0.00 43 5 0 86 29 9011.16 235757 62 41 103 78 362 -181 181 91 0 91 0.00 41 4 0 36 30 9011.10 235576 107 0 107 78 370 -181 189 95 0 95 0.00 40 4 0 92 31 9011.04 235395 107 0 107 78 370 -181 189 95 0 95 0.00 39 9 0 46 TOTAL CFS 3251 78 3329 2414 2576 0 2576 2147 TOTAL AF -6348 6502 156 6658 4828 11486 -6348 5138 5138 0 5152 0.72 33 5 0 4294 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 01/07/00 WATER AND POWER CONTROL DIVISION TIME: 08:28:43 LOVELAND, COLORADO DECEMBER 1999 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) 101759 1 7922.02 101520 301 0 301 597 -239 358 180 -15 0 165 0.17 56 16 959 2 7921.90 101330 299 0 299 593 -190 403 203 -15 0 188 0.00 38 23 973 3 7921.75 101094 298 0 298 591 -236 355 179 -19 0 160 0.00 31 0 1004 4 7921.61 100873 296 0 296 587 -221 366 185 -46 0 139 0.00 33 1 934 5 7921.46 100636 296 0 296 587 -237 350 176 -76 0 100 0.00 31 7 812 6 7921.29 100368 297 0 297 589 -268 321 162 -30 0 132 0.00 46 16 860 7 7921.22 100258 296 0 296 587 -110 477 240 -14 0 226 0.18 40 13 984 8 7921.09 100053 294 0 294 583 -205 378 191 -45 0 146 0.10 36 -2 925 9 7920.87 99709 298 0 298 591 -344 247 125 -45 0 80 0.00 26 5 879 10 7920.73 99491 304 0 304 603 -218 385 194 -45 0 149 0.00 32 15 921 11 7920.58 99257 303 0 303 601 -234 367 185 -29 0 156 0.00 31 6 962 12 7920.43 99024 301 0 301 597 -233 364 184 -14 0 170 0.00 33 -4 994 13 7920.29 98806 299 0 299 593 -218 375 189 -29 0 160 0.30 34 -6 1068 14 7920.12 98541 297 0 297 589 -265 324 163 -75 0 88 0.00 21 6 1206 15 7919.90 98200 305 0 305 605 -341 264 133 -29 0 104 0.00 29 19 900 16 7919.77 98000 301 0 301 597 -200 397 200 2 0 202 0.00 35 26 850 17 7919.63 97785 297 0 297 589 -215 374 189 -29 0 160 0.00 39 18 1084 18 7919.43 97478 297 0 297 589 -307 282 142 17 0 159 0.00 37 17 907 19 7919.29 97263 296 0 296 587 -215 372 188 -13 0 175 0.17 32 -6 995 20 7919.14 97032 306 0 306 607 -231 376 190 -14 0 176 0.10 25 13 1039 21 7918.99 96802 300 0 300 595 -230 365 184 -28 0 156 0.20 30 5 1039 22 7918.85 96589 298 0 298 591 -213 378 191 -13 0 178 0.00 24 10 988 23 7918.65 96286 305 0 305 605 -303 302 152 -14 0 138 0.00 32 11 853 24 7918.43 95952 305 0 305 605 -334 271 137 -43 0 94 0.00 22 -9 844 25 7918.28 95724 306 0 306 607 -228 379 191 -13 0 178 0.00 20 -3 777 26 7918.14 95512 307 0 307 609 -212 397 200 -28 0 172 0.00 32 -9 777 27 7917.92 95179 307 0 307 609 -333 276 139 -13 0 126 0.00 27 -2 755 28 7917.77 94954 306 0 306 607 -225 382 193 -13 0 180 0.00 24 -5 777 29 7917.55 94624 305 0 305 605 -330 275 139 -13 0 126 0.00 18 -3 803 30 7917.40 94399 312 0 312 619 -225 394 199 -13 0 186 0.00 25 -2 774 31 7917.19 94084 312 0 312 619 -315 304 153 -13 0 140 0.00 20 2 755 TOTAL CFS 9344 0 9344 5476 -767 0 4709 28398 TOTAL AF -7675 18533 0 18533 18533 -7675 10858 10864 -1527 0 9339 1.22 31 6 56329 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 01/07/00 WATER AND POWER CONTROL DIVISION TIME: 08:28:43 LOVELAND, COLORADO DECEMBER 1999 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) 5935 1 8110.34 5933 18 0 15 0 0 0 18 36 -2 34 17 2 8110.37 5938 15 0 10 0 0 0 15 30 5 35 18 3 8110.49 5960 7 0 0 0 0 0 7 14 22 36 18 4 8110.60 5980 7 0 0 0 0 0 7 14 20 34 17 5 8110.68 5994 7 0 0 0 0 0 7 14 14 28 14 6 8110.77 6010 7 0 0 0 0 0 7 14 16 30 15 7 8110.86 6027 7 0 0 0 0 0 7 14 17 31 16 8 8110.95 6043 7 0 0 1 0 0 8 16 16 32 16 9 8111.05 6061 7 0 0 0 0 0 7 14 18 32 16 10 8111.14 6078 7 0 0 0 0 0 7 14 17 31 16 11 8111.24 6096 7 0 0 0 0 0 7 14 18 32 16 12 8111.34 6114 7 0 0 0 0 0 7 14 18 32 16 13 8111.43 6131 7 0 0 1 0 0 8 16 17 33 17 14 8111.53 6149 7 0 0 0 0 0 7 14 18 32 16 15 8111.63 6168 7 0 0 0 0 0 7 14 19 33 17 16 8111.73 6186 7 0 0 0 0 0 7 14 18 32 16 17 8111.84 6207 7 0 0 0 0 0 7 14 21 35 18 18 8111.94 6225 7 0 0 1 0 0 8 16 18 34 17 19 8112.04 6244 7 0 0 0 0 0 7 14 19 33 17 20 8112.15 6265 7 0 0 0 0 0 7 14 21 35 18 21 8112.27 6287 7 0 0 0 0 0 7 14 22 36 18 22 8112.37 6306 7 0 0 0 0 0 7 14 19 33 17 23 8112.46 6323 7 0 0 1 0 0 8 16 17 33 17 24 8112.53 6336 7 0 0 0 0 0 7 14 13 27 14 25 8112.64 6357 7 0 0 0 0 0 7 14 21 35 18 26 8112.75 6378 7 0 0 0 0 0 7 14 21 35 18 27 8112.84 6395 7 0 0 0 0 0 7 14 17 31 16 28 8112.94 6414 7 0 0 1 0 0 8 16 19 35 18 29 8113.02 6430 7 0 0 0 0 0 7 14 16 30 15 30 8113.16 6456 7 0 0 0 0 0 7 14 26 40 20 31 8113.20 6464 7 0 0 0 0 0 7 14 8 22 11 TOTAL CFS 236 0 25 5 0 0 241 513 TOTAL AF 529 472 0 50 10 0 0 482 482 529 1011 1011 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 01/07/00 WATER AND POWER CONTROL DIVISION TIME: 08:28:43 LOVELAND, COLORADO DECEMBER 1999 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 31 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 01/07/00 WATER AND POWER CONTROL DIVISION TIME: 08:28:43 LOVELAND, COLORADO DECEMBER 1999 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 17661 1 8366.57 8366.68 17724 274 45 319 633 63 696 748 -52 -26 0.00 0.00 53 14 2 8366.57 8366.67 17711 204 45 249 494 -13 481 480 1 1 0.00 0.00 43 23 3 8366.56 8366.66 17692 201 45 246 488 -19 469 371 98 49 0.08 0.10 31 21 4 8366.54 8366.64 17656 200 45 245 486 -36 450 430 20 10 0.00 0.00 29 5 5 8366.54 8366.65 17669 201 45 246 488 13 501 468 33 17 0.00 0.00 33 0 6 8366.54 8366.65 17669 201 45 246 488 0 488 409 79 40 0.00 0.00 36 5 7 8366.57 8366.67 17711 180 45 225 446 42 488 442 46 23 0.05 0.07 33 10 8 8366.60 8366.68 17740 217 45 262 520 29 549 553 -4 -2 0.00 0.01 27 11 9 8366.52 8366.64 17646 260 45 305 605 -94 511 540 -29 -15 0.00 0.00 27 2 10 8366.51 8366.61 17601 247 45 292 579 -45 534 476 58 29 0.00 0.00 36 3 11 8366.52 8366.64 17646 249 45 294 583 45 628 591 37 19 0.02 0.08 30 10 12 8366.56 8366.67 17706 249 45 294 583 60 643 595 48 24 0.00 0.05 27 7 13 8366.54 8366.65 17669 249 45 294 583 -37 546 543 3 2 0.05 0.10 25 4 14 8366.50 8366.61 17596 250 45 295 585 -73 512 490 22 11 0.02 0.07 26 8 15 8366.56 8366.67 17706 250 45 295 585 110 695 668 27 14 0.00 0.00 24 8 16 8366.59 8366.70 17761 250 45 295 585 55 640 609 31 16 0.00 0.02 29 20 17 8366.56 8366.67 17706 250 45 295 585 -55 530 448 82 41 0.03 0.13 35 24 18 8366.54 8366.65 17669 250 45 295 585 -37 548 486 62 31 0.06 0.05 30 9 19 8366.51 8366.61 17601 249 45 294 583 -68 515 530 -15 -8 0.02 0.09 27 18 20 8366.58 8366.74 17809 319 45 364 722 208 930 877 53 27 0.02 0.13 21 16 21 8366.53 8366.70 17731 452 45 497 986 -78 908 885 23 12 0.06 0.16 24 13 22 8366.52 8366.72 17752 511 45 556 1103 21 1124 1101 23 12 0.02 0.17 19 9 23 8366.55 8366.75 17807 546 45 591 1172 55 1227 1172 55 28 0.05 0.08 36 16 24 8366.52 8366.71 17739 547 45 592 1174 -68 1106 1115 -9 -5 0.00 0.00 29 5 25 8366.62 8366.77 17870 534 45 579 1148 131 1279 1269 10 5 0.00 0.00 28 3 26 8366.56 8366.70 17746 449 45 494 980 -124 856 706 150 76 0.00 0.00 29 5 27 8366.56 8366.70 17746 443 45 488 968 0 968 930 38 19 0.00 0.00 31 6 28 8366.60 8366.73 17806 403 45 448 889 60 949 960 -11 -6 0.00 0.00 31 3 29 8366.63 8366.75 17848 405 45 450 893 42 935 873 62 31 0.00 0.00 29 2 30 8366.61 8366.73 17811 404 45 449 891 -37 854 770 84 42 0.00 0.00 31 1 31 8366.65 8366.77 17885 377 45 422 837 74 911 863 48 24 0.00 0.00 34 -4 TOTAL CFS 9821 1395 11216 541 30 9 TOTAL AF 224 19479.7 2759 22247 22247 224 22471 21398 1073 1077 0.48 1.31 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 01/07/00 WATER AND POWER CONTROL DIVISION TIME: 08:28:43 LOVELAND, COLORADO DECEMBER 1999 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) 505016 1 8275.08 504594 377 20 0 6.5 403 799 -422 378 191 45 0 0 146 120 0 2 8275.02 504172 242 20 0 6.5 268 532 -422 111 56 45 0 0 11 12 0 3 8274.97 503844 187 20 0 6.5 213 422 -328 95 48 45 0 0 3 52 0 4 8274.92 503491 217 20 0 6.5 243 482 -353 130 66 45 0 0 21 31 0 5 8274.86 503067 236 20 0 6.5 262 520 -424 97 49 45 0 0 4 21 0 6 8274.81 502713 206 20 0 6.5 232 460 -354 107 54 45 0 0 9 49 0 7 8274.75 502290 223 20 0 6.5 249 494 -423 72 36 45 0 0 -9 14 0 8 8274.68 501795 279 20 0 6.5 305 605 -495 111 56 45 0 0 11 9 0 9 8274.62 501372 272 20 0 6.5 298 591 -423 169 85 45 0 0 40 25 0 10 8274.56 500949 240 20 0 6.5 266 528 -423 106 53 45 0 0 8 37 0 11 8274.48 500385 298 20 0 6.5 324 643 -564 80 40 45 0 0 -5 14 0 12 8274.40 499821 300 20 0 6.5 326 647 -564 84 42 45 0 0 -3 21 0 13 8274.35 499469 274 20 0 6.5 300 595 -352 244 123 45 0 0 78 80 0 14 8274.28 498976 247 20 0 6.5 273 541 -493 49 25 45 0 0 -20 -9 0 15 8274.18 498273 337 20 0 6.5 363 720 -703 18 9 45 0 0 -36 -22 0 16 8274.11 497780 307 20 0 6.5 333 660 -493 168 85 45 0 0 40 56 0 17 8274.07 497499 226 20 0 6.5 252 500 -281 220 111 45 0 0 66 107 0 18 8274.01 497078 245 20 0 6.5 271 538 -421 118 59 45 0 0 14 45 0 19 8273.95 496656 267 20 0 6.5 293 581 -422 160 81 45 0 0 36 28 0 20 8273.84 495884 442 20 0 6.5 468 928 -772 157 79 45 0 0 34 61 0 21 8273.73 495113 446 20 0 6.5 472 936 -771 166 84 45 0 0 39 51 0 22 8273.59 494131 555 20 0 6.5 581 1152 -982 171 86 45 0 0 41 53 0 23 8273.44 493081 591 20 0 6.5 617 1224 -1050 175 88 45 0 0 43 71 0 24 8273.29 492032 562 20 0 6.5 588 1166 -1049 118 59 45 0 0 14 9 0 25 8273.13 490914 640 20 0 6.5 666 1321 -1118 204 103 45 0 0 58 63 0 26 8273.03 490216 356 20 0 6.5 382 758 -698 61 31 45 0 0 -14 62 0 27 8272.90 489310 469 20 0 6.5 495 982 -906 77 39 45 0 0 -6 13 0 28 8272.79 488543 484 20 0 6.5 510 1012 -767 246 124 45 0 0 79 73 0 29 8272.67 487707 440 20 0 6.5 466 924 -836 89 45 45 0 0 0 31 0 30 8272.56 486942 388 20 0 6.5 414 821 -765 57 29 45 0 0 -16 26 0 31 8272.45 486177 435 20 0 6.5 461 914 -765 150 76 45 0 0 31 55 0 TOTAL CFS 10788 620 0 201.5 11594 2112 1395 0 0 717 1258 0 TOTAL AF -18839 21398 1240 0 399.7 22996 22996 -18839 4188 4188 2759 0 0 1421 2496 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 01/07/00 WATER AND POWER CONTROL DIVISION TIME: 08:28:43 LOVELAND, COLORADO DECEMBER 1999 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. 673 2304 1 34.06 71.45 692 2454 169 543.5 274.0 0.00 386.8 195.0 31.0 26.0 0 548 0 0.00 57 32 2 33.91 71.46 686 2455 -5 404.6 204.0 0.00 404.6 204.0 22.0 25.0 0 408 0 0.00 42 33 3 33.79 71.46 682 2455 -4 398.7 201.0 0.00 396.7 200.0 23.0 26.0 0 402 0 0.08 34 23 4 32.40 71.65 630 2486 -21 396.7 200.0 0.00 402.6 203.0 18.0 26.0 0 398 0 0.00 36 9 5 32.88 71.42 648 2449 -19 398.7 201.0 0.00 400.7 202.0 18.0 27.0 0 398 0 0.00 44 8 6 35.90 70.61 764 2319 -14 398.7 201.0 0.00 396.7 200.0 18.0 26.0 0 399 0 0.00 41 30 7 31.20 71.40 586 2445 -52 357.0 180.0 0.00 406.6 205.0 25.0 26.0 0 224 0 0.00 36 23 8 34.43 70.75 706 2341 16 430.4 217.0 0.00 404.6 204.0 20.0 25.0 0 20 0 0.00 23 -3 9 33.65 71.50 677 2462 92 515.7 260.0 0.00 412.6 208.0 19.0 25.0 0 20 0 0.24 41 -7 10 38.15 70.65 854 2325 40 489.9 247.0 0.00 436.4 220.0 19.0 26.0 0 0 0 0.00 37 17 11 38.81 70.42 881 2289 -9 493.9 249.0 0.00 491.9 248.0 19.0 25.0 0 0 0 0.00 32 12 12 38.69 70.45 876 2293 -1 493.9 249.0 0.00 489.9 247.0 22.0 25.0 0 0 0 0.00 35 23 13 38.09 70.54 852 2308 -9 493.9 249.0 0.00 491.9 248.0 19.0 25.0 0 0 0 0.00 37 23 14 36.80 70.75 800 2341 -19 495.9 250.0 0.00 497.9 251.0 16.0 25.0 0 0 0 0.00 23 14 15 36.46 70.74 786 2339 -16 495.9 250.0 0.00 493.9 249.0 15.0 24.0 0 0 0 0.00 29 19 16 38.45 70.11 867 2240 -18 495.9 250.0 0.00 493.9 249.0 16.0 26.0 0 0 0 0.00 43 28 17 36.98 70.43 807 2290 -10 495.9 250.0 0.00 501.8 253.0 22.0 24.0 0 0 0 0.00 40 22 18 35.97 70.56 767 2311 -19 495.9 250.0 0.00 507.8 256.0 20.0 24.0 0 0 0 0.00 37 27 19 35.13 70.61 734 2319 -25 493.9 249.0 0.00 507.8 256.0 20.0 26.0 0 0 0 0.00 32 12 20 36.81 70.14 800 2245 -8 632.7 319.0 0.00 620.8 313.0 16.0 26.0 0 0 0 0.00 28 20 21 31.73 71.33 605 2434 -6 896.5 452.0 0.00 914.4 461.0 32.0 26.0 0 0 0 0.00 29 14 22 30.04 71.72 545 2498 4 1013.6 511.0 0.00 1023.5 516.0 33.0 26.0 0 0 0 0.00 31 15 23 35.24 70.65 738 2325 20 1083.0 546.0 0.00 1075.0 542.0 30.0 24.0 0 0 0 0.00 48 22 24 39.04 70.01 891 2225 53 1085.0 547.0 0.00 1033.4 521.0 25.0 25.0 0 0 0 0.00 58 14 25 34.65 71.79 715 2509 108 1059.2 534.0 0.00 975.9 492.0 38.0 26.0 0 0 0 0.00 52 11 26 31.24 72.77 588 2673 37 890.6 449.0 0.00 860.8 434.0 30.0 27.0 0 0 0 0.00 52 10 27 39.70 71.55 918 2470 127 878.7 443.0 0.00 755.7 381.0 28.0 27.0 0 0 0 0.00 54 20 28 32.72 73.12 642 2733 -13 799.3 403.0 0.00 827.1 417.0 33.0 26.0 0 0 0 0.00 47 28 29 34.73 72.55 718 2636 -21 803.3 405.0 0.00 823.1 415.0 25.0 26.0 0 0 0 0.00 52 38 30 38.76 71.58 879 2475 0 801.3 404.0 0.00 803.3 405.0 26.0 25.0 0 0 0 0.00 50 20 31 36.43 71.53 785 2467 -102 747.8 377.0 0.00 856.9 432.0 29.0 25.0 0 0 0 0.00 46 22 TOTAL CFS 9821.0 9627.0 727.0 791.0 0 TOTAL AF 112 163 275 0.00 1442. 1569. 0 2817 0 0.32 40 19 19479.7 19094.9 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 01/07/00 WATER AND POWER CONTROL DIVISION TIME: 08:28:43 LOVELAND, COLORADO DECEMBER 1999 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) 1 274.0 0.0 0.0 18.0 305.0 605 195.0 26.0 221.0 438 169 31.0 2 204.0 0.0 0.0 17.0 226.0 448 204.0 25.0 229.0 454 -5 22.0 3 201.0 0.0 0.0 16.0 224.0 444 200.0 26.0 226.0 448 -4 23.0 4 200.0 0.0 0.0 14.0 218.0 432 203.0 26.0 229.0 454 -21 18.0 5 201.0 0.0 0.0 13.0 219.0 434 202.0 27.0 229.0 454 -19 18.0 6 201.0 0.0 0.0 16.0 219.0 434 200.0 26.0 226.0 448 -14 18.0 7 180.0 0.0 0.0 15.0 205.0 407 205.0 26.0 231.0 458 -52 25.0 8 217.0 0.0 0.0 14.0 237.0 470 204.0 25.0 229.0 454 16 20.0 9 260.0 0.0 0.0 7.0 279.0 553 208.0 25.0 233.0 462 92 19.0 10 247.0 0.0 0.0 8.0 266.0 528 220.0 26.0 246.0 488 40 19.0 11 249.0 0.0 0.0 15.0 268.0 532 248.0 25.0 273.0 541 -9 19.0 12 249.0 0.0 0.0 12.0 271.0 538 247.0 25.0 272.0 540 -1 22.0 13 249.0 0.0 0.0 13.0 268.0 532 248.0 25.0 273.0 541 -9 19.0 14 250.0 0.0 0.0 11.0 266.0 528 251.0 25.0 276.0 547 -19 16.0 15 250.0 0.0 0.0 9.0 265.0 526 249.0 24.0 273.0 541 -16 15.0 16 250.0 0.0 0.0 10.0 266.0 528 249.0 26.0 275.0 545 -18 16.0 17 250.0 0.0 0.0 10.0 272.0 540 253.0 24.0 277.0 549 -10 22.0 18 250.0 0.0 0.0 10.0 270.0 536 256.0 24.0 280.0 555 -19 20.0 19 249.0 0.0 0.0 10.0 269.0 534 256.0 26.0 282.0 559 -25 20.0 20 319.0 0.0 0.0 9.0 335.0 664 313.0 26.0 339.0 672 -8 16.0 21 452.0 0.0 0.0 9.0 484.0 960 461.0 26.0 487.0 966 -6 32.0 22 511.0 0.0 0.0 9.0 544.0 1079 516.0 26.0 542.0 1075 4 33.0 23 546.0 0.0 0.0 9.0 576.0 1142 542.0 24.0 566.0 1123 20 30.0 24 547.0 0.0 0.0 9.0 572.0 1135 521.0 25.0 546.0 1083 53 25.0 25 534.0 0.0 0.0 9.0 572.0 1135 492.0 26.0 518.0 1027 108 38.0 26 449.0 0.0 0.0 9.0 479.0 950 434.0 27.0 461.0 914 37 30.0 27 443.0 0.0 0.0 9.0 471.0 934 381.0 27.0 408.0 809 127 28.0 28 403.0 0.0 0.0 9.0 436.0 865 417.0 26.0 443.0 879 -13 33.0 29 405.0 0.0 0.0 12.0 430.0 853 415.0 26.0 441.0 875 -21 25.0 30 404.0 0.0 0.0 9.0 430.0 853 405.0 25.0 430.0 853 0 26.0 31 377.0 0.0 0.0 9.0 406.0 805 432.0 25.0 457.0 906 -102 29.0 TOTAL CFS 9821.0 0.0 349.0 10548.0 9627.0 791.0 10418.0 727.0 AF 19479.7 0.0 0.0 692.2 20921.6 20924 19094.9 1568.9 20663.8 20658 275 1442.0 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 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 01/07/00 WATER AND POWER CONTROL DIVISION TIME: 08:28:43 LOVELAND, COLORADO DECEMBER 1999 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 1609 576 65489 108082 1 76.1 1820 69.6 614 0.0 305.9 0.0 0.0 0.0 199.3 0.0 0.0 69.7 5714.48 65432 5403.77 108133 0 2 76.6 1864 68.2 555 0.0 305.8 0.0 0.0 0.0 199.3 0.0 0.0 68.7 5714.45 65403 5403.88 108317 0 3 76.6 1864 66.8 498 0.0 305.8 0.0 0.0 0.0 199.3 0.0 0.0 65.5 5714.45 0 5404.13 108736 0 4 76.8 1882 65.6 451 0.0 305.8 0.0 0.0 0.0 199.3 0.0 0.0 64.8 5714.45 0 5404.33 109073 0 5 74.0 1642 70.4 649 0.0 305.7 0.0 0.0 0.0 199.2 0.0 0.0 68.1 5714.32 65279 5404.52 109393 0 6 76.1 1820 66.3 478 0.0 305.6 0.0 0.0 0.0 199.1 0.0 0.0 66.6 5714.25 65213 5404.69 109679 0 7 73.3 1585 71.1 681 0.0 305.6 0.0 0.0 0.0 199.1 0.0 0.0 68.6 5714.25 0 5404.91 110051 0 8 72.9 1554 70.9 672 0.0 305.5 0.0 0.0 0.0 199.1 0.0 0.0 69.2 5714.17 65137 5405.14 110439 0 9 75.1 1734 65.7 455 0.0 305.5 0.0 0.0 0.0 199.1 0.0 0.0 67.6 5714.17 65137 5405.28 110676 0 10 75.1 1734 65.4 444 0.0 305.5 0.0 0.0 0.0 199.1 0.0 0.0 65.2 5714.17 0 5405.50 111049 0 11 75.2 1742 66.2 474 0.0 305.5 0.0 0.0 0.0 199.1 0.0 0.0 65.9 5714.17 0 5405.73 111440 0 12 75.2 1742 67.0 506 0.0 305.3 0.0 0.0 0.0 198.9 0.0 0.0 66.7 5714.00 64975 5405.89 111713 0 13 75.3 1751 67.7 534 0.0 305.3 0.0 0.0 0.0 198.9 0.0 0.0 67.4 5713.98 64956 5406.09 112054 0 14 73.9 1634 69.3 601 0.0 305.2 0.0 0.0 0.0 198.9 0.0 0.0 68.3 5713.94 64918 5406.45 112669 0 15 73.9 1634 68.0 546 0.0 305.1 0.0 0.0 0.0 198.8 0.0 0.0 68.4 5713.87 64852 5406.65 113011 0 16 72.6 1531 69.0 588 0.0 305.0 0.0 0.0 0.0 198.8 0.0 0.0 68.2 5713.79 64776 5406.90 113440 0 17 71.4 1441 69.5 610 0.0 305.0 0.0 0.0 0.0 198.8 0.0 0.0 68.1 5713.79 0 5000.00 0 0 18 70.1 1349 70.9 672 0.0 305.0 0.0 0.0 0.0 198.8 0.0 0.0 69.5 5713.79 0 5000.00 0 0 19 70.8 1398 70.4 649 0.0 305.0 0.0 0.0 0.0 198.8 0.0 0.0 69.8 5713.79 0 5000.00 0 0 20 70.2 1356 69.4 606 98.0 306.0 320.3 161.5 0.0 199.4 0.0 0.0 69.6 5714.56 65508 5407.85 115077 0 21 69.7 1322 68.6 572 224.0 306.8 730.1 368.1 0.0 199.9 0.0 0.0 68.1 5715.27 66186 5407.94 115232 0 22 71.6 1456 65.9 463 227.0 307.5 738.2 372.2 0.0 200.4 0.0 0.0 68.1 5715.85 66742 5408.02 115371 0 23 73.2 1578 69.4 606 174.0 308.3 564.4 284.5 0.0 200.9 0.0 0.0 67.5 5716.51 67376 5408.08 115475 0 24 77.3 1927 65.4 444 224.0 309.1 724.6 365.3 0.0 201.4 0.0 0.0 65.7 5717.19 68033 5408.13 115561 0 25 75.5 1768 71.3 690 224.0 310.0 722.6 364.3 0.0 202.0 0.0 0.0 68.0 5717.89 68711 5408.19 115665 0 26 77.0 1900 68.7 576 224.0 310.8 720.6 363.3 0.0 202.5 0.0 0.0 69.1 5718.59 69392 5408.19 115665 0 27 76.6 1864 67.4 522 219.0 311.6 702.8 354.3 0.0 203.0 0.0 0.0 68.8 5719.20 69987 5408.19 115665 0 28 75.9 1802 68.4 563 207.0 312.4 662.6 334.1 0.0 203.4 0.0 0.0 68.3 5719.86 70634 5408.16 115613 0 29 75.5 1768 68.7 576 216.0 313.2 689.6 347.7 0.0 203.9 0.0 0.0 66.6 5720.51 71259 5408.16 115613 0 30 76.8 1882 64.8 421 199.0 314.0 633.7 319.5 0.0 204.4 0.0 0.0 67.4 5721.16 71900 5408.10 115509 0 31 77.1 1909 65.1 432 214.0 314.8 679.8 342.7 0.0 204.9 0.0 0.0 65.6 5721.79 72522 5408.10 115509 0 TOTAL CFS 3977.6 TOTAL AF 300 -144 2450.0 7889.4 7889.4 0.0 0.0 0.0 7033 7427 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 01/07/00 WATER AND POWER CONTROL DIVISION TIME: 08:28:43 LOVELAND, COLORADO DECEMBER 1999 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 43.00 2 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 187.00 3 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 221.30 4 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 203.00 5 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 210.50 6 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 190.00 7 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 209.00 8 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 208.00 9 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 207.00 10 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 207.00 11 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 211.00 12 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 210.00 13 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 213.00 14 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 246.00 15 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 262.00 16 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 260.00 17 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 263.00 18 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 253.00 19 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 228.00 20 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 181.00 21 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 108.00 22 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 105.00 23 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 82.00 24 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 41.00 25 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 64.00 26 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 43.00 27 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 41.00 28 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 57.00 29 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 50.00 30 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 47.00 31 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 45.00 TOTAL CFS 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 4895.80 TOTAL AF 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 9710.67 ADJUSTMENT AF 18.90 TOTAL FLOW OR DELIVERY AF 9691.77 METERED DELIVERY AF 401.80 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 01/07/00 WATER AND POWER CONTROL DIVISION TIME: 08:28:43 LOVELAND, COLORADO DECEMBER 1999 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) 3338.50 1 0.00 0.00 0.00 4.00 0.00 0.00 4.00 3346.50 2 0.00 0.00 0.00 4.00 0.00 0.00 4.00 3354.50 3 0.00 0.00 0.00 4.00 0.00 0.00 4.00 3362.50 4 0.00 0.00 0.00 4.00 0.00 0.00 4.00 3370.50 5 0.00 0.00 0.00 4.00 0.00 0.00 4.00 3378.50 6 0.00 0.00 0.00 4.00 0.00 0.00 4.00 3386.50 7 0.00 0.00 0.00 4.00 0.00 0.00 4.00 3394.50 8 0.00 0.00 0.00 4.00 0.00 0.00 4.00 3402.50 9 0.00 0.00 0.00 4.00 0.00 0.00 4.00 3410.50 10 0.00 0.00 0.00 4.00 0.00 0.00 4.00 3418.50 11 0.00 0.00 0.00 4.00 0.00 0.00 4.00 3426.50 12 0.00 0.00 0.00 4.00 0.00 0.00 4.00 3434.50 13 0.00 0.00 0.00 4.00 0.00 0.00 4.00 3442.50 14 0.00 0.00 0.00 4.00 0.00 0.00 4.00 3450.50 15 0.00 0.00 0.00 4.00 0.00 0.00 4.00 3458.50 16 0.00 0.00 0.00 4.00 0.00 0.00 4.00 3466.50 17 0.00 0.00 0.00 4.00 0.00 0.00 4.00 3474.50 18 0.00 0.00 0.00 4.00 0.00 0.00 4.00 3482.50 19 0.00 0.00 0.00 4.00 0.00 0.00 4.00 3490.50 20 0.00 0.00 0.00 4.00 0.00 0.00 4.00 3498.50 21 0.00 0.00 0.00 4.00 0.00 0.00 4.00 3506.50 22 0.00 0.00 0.00 4.00 0.00 0.00 4.00 3514.50 23 0.00 0.00 0.00 6.00 0.00 0.00 6.00 3526.50 24 0.00 0.00 0.00 7.00 0.00 0.00 7.00 3540.50 25 0.00 0.00 0.00 7.00 0.00 0.00 7.00 3554.50 26 0.00 0.00 0.00 7.00 0.00 0.00 7.00 3568.50 27 0.00 0.00 0.00 7.00 0.00 0.00 7.00 3582.50 28 0.00 0.00 0.00 7.00 0.00 0.00 7.00 3596.50 29 0.00 0.00 0.00 7.00 0.00 0.00 7.00 3610.50 30 0.00 0.00 0.00 7.00 0.00 0.00 7.00 3624.50 31 0.00 0.00 0.00 7.00 0.00 0.00 7.00 3638.50 TOTAL CFS 0.00 0.00 0.00 150.00 0.00 0.00 150.00 TOTAL AF 0.00 0.00 0.00 300.00 0.00 0.00 300.00 3638.50 METERED DELIVERY AF 1.60 1124.40 18.90 0.00 1887.10 3032.00 6670.50 TOTAL FLOW OR DELIVERY AF * 1.60 1124.40 0.00 318.90 0.00 1887.10 3332.00 6670.50 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 DECEMBER 1999 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 0.08 0.17 0. 0. 0.00 0.00 1. 0. 0.00 0.00 0.00 0. 0.00 0. 2 0.02 0.00 0. 0. 0.00 0.00 1. 0. 0.00 0.00 0.00 0. 0.00 0. 3 0.05 0.00 0. 0. 0.08 0.10 1. 0. 0.08 0.00 0.03 0. 0.03 0. 4 0.00 0.00 0. 0. 0.00 0.00 1. 0. 0.00 0.00 0.00 0. 0.00 0. 5 0.00 0.00 0. 0. 0.00 0.00 1. 0. 0.00 0.00 0.00 0. 0.00 0. 6 0.00 0.00 0. 0. 0.00 0.00 1. 0. 0.00 0.00 0.00 0. 0.00 0. 7 0.02 0.18 0. 0. 0.05 0.07 1. 0. 0.00 0.00 0.11 0. 0.00 0. 8 0.01 0.10 0. 0. 0.00 0.01 1. 0. 0.00 0.00 0.00 0. 0.04 0. 9 0.00 0.00 0. 0. 0.00 0.00 1. 0. 0.24 0.00 0.00 0. 0.00 0. 10 0.03 0.00 0. 0. 0.00 0.00 1. 0. 0.00 0.00 0.00 0. 0.00 0. 11 0.01 0.00 0. 0. 0.02 0.08 1. 0. 0.00 0.00 0.00 0. 0.00 0. 12 0.00 0.00 0. 0. 0.00 0.05 1. 0. 0.00 0.00 0.00 0. 0.00 0. 13 0.05 0.30 0. 0. 0.05 0.10 1. 0. 0.00 0.00 0.00 0. 0.00 0. 14 0.00 0.00 0. 0. 0.02 0.07 1. 0. 0.00 0.00 0.00 0. 0.00 0. 15 0.04 0.00 0. 0. 0.00 0.00 1. 0. 0.00 0.00 0.00 0. 0.00 0. 16 0.04 0.00 0. 0. 0.00 0.02 1. 0. 0.00 0.00 0.00 0. 0.00 0. 17 0.05 0.00 0. 0. 0.03 0.13 1. 0. 0.00 0.00 0.00 0. 0.00 0. 18 0.15 0.00 0. 0. 0.06 0.05 1. 0. 0.00 0.00 0.00 0. 0.00 0. 19 0.01 0.17 0. 0. 0.02 0.09 1. 0. 0.00 0.00 0.00 0. 0.00 0. 20 0.02 0.10 0. 0. 0.02 0.13 1. 0. 0.00 0.00 0.02 0. 0.00 0. 21 0.08 0.20 0. 0. 0.06 0.16 1. 0. 0.00 0.00 0.00 0. 0.00 0. 22 0.06 0.00 0. 0. 0.02 0.17 1. 0. 0.00 0.00 0.00 0. 0.00 0. 23 0.00 0.00 0. 0. 0.05 0.08 1. 0. 0.00 0.00 0.00 0. 0.00 0. 24 0.00 0.00 0. 0. 0.00 0.00 1. 0. 0.00 0.00 0.00 0. 0.00 0. 25 0.00 0.00 0. 0. 0.00 0.00 1. 0. 0.00 0.00 0.00 0. 0.00 0. 26 0.00 0.00 0. 0. 0.00 0.00 1. 0. 0.00 0.00 0.00 0. 0.00 0. 27 0.00 0.00 0. 0. 0.00 0.00 1. 0. 0.00 0.00 0.00 0. 0.00 0. 28 0.00 0.00 0. 0. 0.00 0.00 1. 0. 0.00 0.00 0.00 0. 0.00 0. 29 0.00 0.00 0. 0. 0.00 0.00 1. 0. 0.00 0.00 0.00 0. 0.00 0. 30 0.00 0.00 0. 0. 0.00 0.00 1. 0. 0.00 0.00 0.00 0. 0.00 0. 31 0.00 0.00 0. 0. 0.00 0.00 1. 0. 0.00 0.00 0.00 0. 0.00 0. TOTALS 0.72 1.22 7. 0. 0.48 1.31 32. 0. 0.32 0.00 0.16 0. 0.07 0. 1 UPPER COLORADO RIVER DAILY DATA COLLECTION FOR DECEMBER 1999 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) 1 120 26 53 14 0.00 17 3 180 301 56 16 0.17 2 12 26 43 23 0.00 18 5 203 299 38 23 0.00 3 52 26 31 21 0.08 18 7 179 298 31 0 0.00 4 31 26 29 5 0.00 17 7 185 296 33 1 0.00 5 21 26 33 0 0.00 14 7 176 296 31 7 0.00 6 49 26 36 5 0.00 15 7 162 297 46 16 0.00 7 14 26 33 10 0.05 16 7 240 296 40 13 0.18 8 9 26 27 11 0.00 16 8 191 294 36 -2 0.10 9 25 26 27 2 0.00 16 7 125 298 26 5 0.00 10 37 26 36 3 0.00 16 7 194 304 32 15 0.00 11 14 26 30 10 0.02 16 7 185 303 31 6 0.00 12 21 26 27 7 0.00 16 7 184 301 33 -4 0.00 13 80 26 25 4 0.05 17 8 189 299 34 -6 0.30 14 -9 26 26 8 0.02 16 7 163 297 21 6 0.00 15 -22 26 24 8 0.00 17 7 133 305 29 19 0.00 16 56 26 29 20 0.00 16 7 200 301 35 26 0.00 17 107 26 35 24 0.03 18 7 189 297 39 18 0.00 18 45 26 30 9 0.06 17 8 142 297 37 17 0.00 19 28 26 27 18 0.02 17 7 188 296 32 -6 0.17 20 61 26 21 16 0.02 18 7 190 306 25 13 0.10 21 51 26 24 13 0.06 18 7 184 300 30 5 0.20 22 53 26 19 9 0.02 17 7 191 298 24 10 0.00 23 71 26 36 16 0.05 17 8 152 305 32 11 0.00 24 9 26 29 5 0.00 14 7 137 305 22 -9 0.00 25 63 26 28 3 0.00 18 7 191 306 20 -3 0.00 26 62 26 29 5 0.00 18 7 200 307 32 -9 0.00 27 13 26 31 6 0.00 16 7 139 307 27 -2 0.00 28 73 26 31 3 0.00 18 8 193 306 24 -5 0.00 29 31 26 29 2 0.00 15 7 139 305 18 -3 0.00 30 26 26 31 1 0.00 20 7 199 312 25 -2 0.00 31 55 26 34 -4 0.00 11 7 153 312 20 2 0.00