1 PICK SLOAN MISSOURI BASIN PROGRAM UNITED STATES BUREAU OF RECLAMATION WESTERN DIVISION WATER AND POWER SYSTEM AS OF 02/04/99 WATER AND POWER CONTROL DIVISION TIME: 11:25:27 LOVELAND, COLORADO JANUARY 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) 240849 1 9012.79 240726 107 0 107 0 214 -123 91 46 0 46 0.00 30 -9 0 45 2 9012.78 240695 107 0 107 0 214 -31 183 92 0 92 0.00 18 6 0 93 3 9012.76 240634 107 0 107 0 214 -61 153 77 0 77 0.02 13 7 0 46 4 9012.75 240603 107 0 107 0 214 -31 183 92 0 92 0.15 22 8 0 51 5 9012.73 240541 107 0 107 0 214 -62 152 76 0 76 0.02 28 19 0 48 6 9012.71 240480 107 0 107 0 214 -61 153 77 0 77 0.00 45 22 0 104 7 9012.69 240418 107 0 107 0 214 -62 152 76 0 76 0.00 42 16 0 60 8 9012.68 240388 107 0 107 6 226 -30 196 98 0 98 0.00 26 2 0 58 9 9012.67 240357 107 0 107 11 236 -31 205 103 0 103 0.05 28 9 0 53 10 9012.66 240326 107 0 107 14 242 -31 211 106 0 106 0.00 35 10 0 52 11 9012.63 240234 107 0 107 15 244 -92 152 76 0 76 0.00 50 12 0 56 12 9012.59 240111 107 0 107 17 248 -123 125 63 0 63 0.00 34 5 0 94 13 9012.55 239988 107 0 107 17 248 -123 125 63 0 63 0.00 27 1 0 51 14 9012.51 239866 107 0 107 22 258 -122 136 68 0 68 0.00 38 1 0 9 15 9012.49 239804 107 0 107 22 258 -62 196 98 0 98 0.00 41 0 0 56 16 9012.48 239774 107 0 107 22 258 -30 228 114 0 114 0.08 38 -3 0 62 17 9012.46 239712 107 0 107 26 266 -62 204 102 0 102 0.10 32 10 0 57 18 9012.43 239620 93 13 106 27 266 -92 174 87 0 87 0.00 37 27 0 59 19 9012.41 239559 107 0 107 27 268 -61 207 104 0 104 0.17 40 10 0 95 20 9012.38 239467 107 0 107 27 268 -92 176 88 0 88 0.06 42 8 0 65 21 9012.36 239406 107 0 107 31 276 -61 215 108 0 108 0.10 28 10 0 35 22 9012.32 239284 107 0 107 37 288 -122 166 83 0 83 0.00 23 3 0 32 23 9012.30 239222 107 0 107 38 290 -62 228 114 0 114 0.19 39 18 0 96 24 9012.30 239222 107 0 107 44 302 0 302 151 0 151 0.26 35 20 0 44 25 9012.24 239039 107 0 107 49 312 -183 129 65 0 65 0.00 43 19 0 53 26 9012.21 238947 107 0 107 54 322 -92 230 115 0 115 0.07 34 -1 0 91 27 9012.14 238733 107 0 107 63 340 -214 126 63 0 63 0.00 32 -12 0 41 28 9012.07 238520 104 0 104 74 356 -213 143 72 0 72 0.00 31 -14 0 52 29 9012.00 238306 104 0 104 83 374 -214 160 80 0 80 0.00 32 -15 0 56 30 9011.93 238093 104 0 104 84 376 -213 163 82 0 82 0.00 43 -1 0 63 31 9011.86 237879 104 0 104 84 376 -214 162 81 0 81 0.00 44 4 0 57 TOTAL CFS 3291 13 3304 894 2720 0 2720 1834 TOTAL AF -2970 6582 26 6608 1788 8396 -2970 5426 5426 0 5440 1.27 34 6 0 3668 NOTE: USE FACTOR OF 2.0 TO CONVERT CFS TO AF/DAY, 0.5 TO CONVERT AF/DAY TO CFS 1 PICK SLOAN MISSOURI BASIN PROGRAM UNITED STATES BUREAU OF RECLAMATION WESTERN DIVISION WATER AND POWER SYSTEM AS OF 02/04/99 WATER AND POWER CONTROL DIVISION TIME: 11:25:27 LOVELAND, COLORADO JANUARY 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) 80415 1 7907.08 79827 448 0 448 889 -588 301 152 -62 0 90 0.00 34 13 1236 2 7906.71 79337 447 0 447 887 -490 397 200 -16 0 184 0.00 24 8 1143 3 7906.27 78756 446 0 446 885 -581 304 153 -31 0 122 0.00 17 9 1106 4 7905.83 78177 450 0 450 893 -579 314 158 -16 0 142 0.10 31 13 1058 5 7905.37 77576 458 0 458 908 -601 307 155 -31 0 124 0.00 37 24 1097 6 7905.00 77093 455 0 455 902 -483 419 211 -31 0 180 0.00 49 27 1158 7 7904.56 76525 453 0 453 899 -568 331 167 -31 0 136 0.00 43 17 1184 8 7904.13 75970 445 0 445 883 -555 328 165 -9 0 156 0.00 31 11 1143 9 7903.69 75406 444 0 444 881 -564 317 160 -5 0 155 0.00 34 20 1077 10 7903.25 74845 442 0 442 877 -561 316 159 -2 0 157 0.00 40 20 1110 11 7902.81 74287 444 0 444 881 -558 323 163 -31 0 132 0.00 46 17 1087 12 7902.76 74224 233 0 233 462 -63 399 201 -45 0 156 0.00 41 7 1121 13 7902.61 74035 253 0 253 502 -189 313 158 -45 0 113 0.00 34 5 962 14 7902.39 73758 256 0 256 508 -277 231 116 -39 0 77 0.00 26 4 789 15 7902.24 73569 258 0 258 512 -189 323 163 -9 0 154 0.00 42 5 852 16 7902.10 73393 258 0 258 512 -176 336 169 7 0 176 0.00 30 12 837 17 7901.95 73205 259 0 259 514 -188 326 164 -5 0 159 0.00 25 10 848 18 7901.80 73018 259 0 259 514 -187 327 165 -19 0 146 0.20 40 28 918 19 7901.71 72906 258 0 258 512 -112 400 202 -4 0 198 0.09 45 14 889 20 7901.58 72744 240 14 254 504 -162 342 172 -19 0 153 0.00 38 12 907 21 7901.41 72532 249 0 249 494 -212 282 142 1 0 143 0.00 29 14 948 22 7901.24 72321 245 0 245 486 -211 275 139 -24 0 115 0.00 30 0 903 23 7901.17 72234 247 0 247 490 -87 403 203 7 0 210 0.00 36 12 889 24 7901.02 72047 245 0 245 486 -187 299 151 44 0 195 0.17 38 17 889 25 7900.88 71875 247 0 247 490 -172 318 160 -43 0 117 0.00 40 19 892 26 7900.80 71776 248 0 248 492 -99 393 198 8 0 206 0.13 34 4 922 27 7900.64 71580 247 0 247 490 -196 294 148 -44 0 104 0.00 34 -2 907 28 7900.49 71396 249 0 249 494 -184 310 156 -33 0 123 0.00 24 -14 848 29 7900.34 71212 253 0 253 502 -184 318 160 -24 0 136 0.00 15 -11 889 30 7900.20 71040 254 0 254 504 -172 332 167 -23 0 144 0.00 18 -7 715 31 7900.05 70855 254 0 254 504 -185 319 161 -23 0 138 0.01 22 2 793 TOTAL CFS 9944 14 9958 5138 -597 0 4541 30117 TOTAL AF -9560 19729 28 19757 19757 -9560 10197 10188 -1183 0 9008 0.70 33 10 59735 NOTE: USE FACTOR OF 1.98347 TO CONVERT CFS TO AF/DAY, 0.50417 TO CONVERT AF/DAY TO CFS FACTORS=2.066116 AND.483988 FOR 25 HR/DAY 1.900825 AND .526087 FOR 23 HR/DAY 1 PICK SLOAN MISSOURI BASIN PROGRAM UNITED STATES BUREAU OF RECLAMATION WESTERN DIVISION WATER AND POWER SYSTEM AS OF 02/04/99 WATER AND POWER CONTROL DIVISION TIME: 11:25:27 LOVELAND, COLORADO JANUARY 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) 7938 1 8120.27 7959 7 0 0 0 0 0 7 14 21 35 18 2 8120.35 7978 7 0 0 1 0 0 8 16 19 35 18 3 8120.43 7997 7 0 0 0 0 0 7 14 19 33 17 4 8120.53 8020 7 0 0 0 0 0 7 14 23 37 19 5 8120.61 8039 7 0 0 0 0 0 7 14 19 33 17 6 8120.68 8056 7 0 0 0 0 0 7 14 17 31 16 7 8120.77 8077 7 0 0 1 0 0 8 16 21 37 19 8 8120.84 8094 7 0 0 0 0 0 7 14 17 31 16 9 8120.93 8115 7 0 0 0 0 0 7 14 21 35 18 10 8121.00 8132 7 0 0 0 0 0 7 14 17 31 16 11 8121.08 8151 7 0 0 0 0 0 7 14 19 33 17 12 8121.15 8168 7 0 0 1 0 0 8 16 17 33 17 13 8121.22 8184 7 0 0 0 0 0 7 14 16 30 15 14 8121.29 8201 7 0 0 0 0 0 7 14 17 31 16 15 8121.34 8213 7 0 0 0 0 0 7 14 12 26 13 16 8121.43 8235 7 0 0 0 0 0 7 14 22 36 18 17 8121.50 8252 7 0 0 1 0 0 8 16 17 33 17 18 8121.60 8276 7 0 0 0 0 0 7 14 24 38 19 19 8121.69 8298 7 0 0 0 0 0 7 14 22 36 18 20 8121.78 8320 7 0 0 0 0 0 7 14 22 36 18 21 8121.88 8344 7 0 0 0 0 0 7 14 24 38 19 22 8121.95 8361 7 0 0 1 0 0 8 16 17 33 17 23 8122.02 8379 7 0 0 0 0 0 7 14 18 32 16 24 8122.11 8401 7 0 0 0 0 0 7 14 22 36 18 25 8122.18 8418 7 0 0 0 0 0 7 14 17 31 16 26 8122.26 8438 7 0 0 0 0 0 7 14 20 34 17 27 8122.33 8455 7 0 0 1 0 0 8 16 17 33 17 28 8122.39 8470 7 0 0 0 0 0 7 14 15 29 15 29 8122.45 8485 7 0 0 0 0 0 7 14 15 29 15 30 8122.52 8502 7 0 0 0 0 0 7 14 17 31 16 31 8122.59 8520 7 0 0 0 0 0 7 14 18 32 16 TOTAL CFS 217 0 0 6 0 0 223 524 TOTAL AF 582 434 0 0 12 0 0 446 446 582 1028 1028 NOTE: USE FACTOR OF 1.98347 TO CONVERT CFS TO AF/DAY, 0.50417 TO CONVERT AF/DAY TO CFS FACTORS=2.066116 AND.483988 FOR 25 HR/DAY 1.900825 AND .526087 FOR 23 HR/DAY 1/ INCLUDES PUMP CANAL WASTE 1 PICK SLOAN MISSOURI BASIN PROGRAM UNITED STATES BUREAU OF RECLAMATION WESTERN DIVISION WATER AND POWER SYSTEM AS OF 02/04/99 WATER AND POWER CONTROL DIVISION TIME: 11:25:27 LOVELAND, COLORADO JANUARY 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 02/04/99 WATER AND POWER CONTROL DIVISION TIME: 11:25:27 LOVELAND, COLORADO JANUARY 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 17767 1 8366.59 8366.69 17747 264 20 284 563 -20 543 490 53 27 0.06 0.10 29 24 2 8366.61 8366.73 17811 264 20 284 563 64 627 524 103 52 0.01 0.11 25 15 3 8366.63 8366.71 17795 264 20 284 563 -16 547 589 -42 -21 0.00 0.00 19 1 4 8366.68 8366.76 17886 265 20 285 565 91 656 573 83 42 0.04 0.11 20 10 5 8366.61 8366.70 17772 255 20 275 545 -114 431 323 108 54 0.00 0.48 29 20 6 8366.62 8366.72 17803 248 20 268 532 31 563 486 77 39 0.00 0.03 40 26 7 8366.58 8366.69 17742 247 20 267 530 -61 469 426 43 22 0.00 0.00 41 25 8 8366.62 8366.70 17777 201 20 221 438 35 473 385 88 44 0.00 0.03 25 17 9 8366.54 8366.60 17603 106 20 126 250 -174 76 107 -31 -16 0.00 0.09 25 16 10 8366.71 8366.80 17955 100 20 120 238 352 590 434 156 79 0.01 0.30 31 22 11 8366.61 8366.69 17758 100 20 120 238 -197 41 0 41 21 0.00 0.00 42 17 12 8366.63 8366.69 17768 54 20 74 147 10 157 117 40 20 0.00 0.00 33 6 13 8366.61 8366.67 17732 17 20 37 73 -36 37 0 37 19 0.00 0.01 32 3 14 8366.60 8366.65 17700 17 20 37 73 -32 41 0 41 21 0.00 0.00 29 -1 15 8366.68 8366.75 17873 17 20 37 73 173 246 230 16 8 0.00 0.00 37 2 16 8366.67 8366.74 17855 17 20 37 73 -18 55 0 55 28 0.02 0.13 30 5 17 8366.67 8366.74 17855 17 20 37 73 0 73 0 73 37 0.03 0.14 26 15 18 8366.67 8366.74 17855 18 20 38 75 0 75 0 75 38 0.05 0.28 39 11 19 8366.69 8366.77 17906 17 20 37 73 51 124 0 124 63 0.12 0.47 36 27 20 8366.61 8366.74 17825 73 20 93 184 -81 103 0 103 52 0.16 0.09 32 4 21 8366.59 8366.67 17721 54 20 74 147 -104 43 0 43 22 0.23 0.28 27 6 22 8366.59 8366.66 17707 105 20 125 248 -14 234 198 36 18 0.07 0.18 22 1 23 8366.56 8366.65 17679 12 20 32 63 -28 35 0 35 18 0.03 0.03 35 2 24 8366.62 8366.69 17763 59 20 79 157 84 241 234 7 4 0.09 0.23 33 27 25 8366.59 8366.70 17761 167 20 187 371 -2 369 220 149 75 0.06 0.00 35 22 26 8366.54 8366.60 17603 74 20 94 186 -158 28 0 28 14 0.06 0.10 31 11 27 8366.53 8366.58 17571 11 20 31 61 -32 29 0 29 15 0.00 0.00 29 -4 28 8366.54 8366.59 17590 11 20 31 61 19 80 32 48 24 0.00 0.00 24 4 29 8366.59 8366.64 17681 11 20 31 61 91 152 131 21 11 0.00 0.00 16 -20 30 8366.57 8366.62 17644 10 20 30 60 -37 23 0 23 12 0.00 0.00 21 -11 31 8366.56 8366.61 17626 11 20 31 61 -18 43 0 43 22 0.00 0.00 34 -6 TOTAL CFS 3086 620 3706 864 30 10 TOTAL AF -141 6121.0 1240 7345 7345 -141 7204 5499 1705 1717 1.04 3.19 NOTE: USE FACTOR OF 1.98347 TO CONVERT CFS TO AF/DAY, 0.50417 TO CONVERT AF/DAY TO CFS FACTORS=2.066116 AND.483988 FOR 25 HR/DAY 1.900825 AND .526087 FOR 23 HR/DAY 1 WATER DIVERTED FROM WEST SLOPE THRU ADAMS TUNNEL 1 PICK SLOAN MISSOURI BASIN PROGRAM UNITED STATES BUREAU OF RECLAMATION WESTERN DIVISION WATER AND POWER SYSTEM AS OF 02/04/99 WATER AND POWER CONTROL DIVISION TIME: 11:25:27 LOVELAND, COLORADO JANUARY 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) 490426 1 8273.00 490007 247 20 0 6.6 273 541 -419 122 62 20 0 0 42 69 0 2 8272.93 489519 264 20 0 6.6 290 575 -488 87 44 20 0 0 24 76 0 3 8272.85 488961 297 20 0 6.6 323 641 -558 83 42 20 0 0 22 1 0 4 8272.78 488473 289 20 0 6.6 315 625 -488 137 69 20 0 0 49 91 0 5 8272.75 488264 163 20 0 6.6 189 375 -209 166 84 20 0 0 64 118 0 6 8272.68 487777 245 20 0 6.6 271 538 -487 51 26 20 0 0 6 45 0 7 8272.62 487359 215 20 0 6.6 241 478 -418 60 30 20 0 0 10 32 0 8 8272.56 486942 194 20 0 6.6 220 436 -417 19 10 20 0 0 -10 34 0 9 8272.56 486942 54 20 0 6.6 80 159 0 159 80 20 0 0 60 44 0 10 8272.50 486525 219 20 0 6.6 245 486 -417 69 35 20 0 0 15 94 0 11 8272.50 486525 0 20 0 6.6 26 52 0 52 26 20 0 0 6 27 0 12 8272.49 486455 59 20 0 6.6 85 169 -70 99 50 20 0 0 30 50 0 13 8272.49 486455 0 20 0 6.6 26 52 0 52 26 20 0 0 6 25 0 14 8272.50 486525 0 20 0 6.6 26 52 70 122 62 20 0 0 42 63 0 15 8272.48 486386 116 20 0 6.6 142 282 -139 143 72 20 0 0 52 60 0 16 8272.49 486455 0 20 0 6.6 26 52 69 121 61 20 0 0 41 69 0 17 8272.50 486525 0 20 0 6.6 26 52 70 122 62 20 0 0 42 79 0 18 8272.53 486733 0 20 0 6.6 26 52 208 260 131 20 0 0 111 149 0 19 8272.56 486942 0 20 0 6.6 26 52 209 261 132 20 0 0 112 175 0 20 8272.58 487081 0 20 0 6.6 26 52 139 191 96 20 0 0 76 128 0 21 8272.62 487359 0 20 0 6.6 26 52 278 330 166 20 0 0 146 168 0 22 8272.62 487359 100 20 0 6.6 126 250 0 250 126 20 0 0 106 124 0 23 8272.62 487359 0 20 0 6.6 26 52 0 52 26 20 0 0 6 24 0 24 8272.62 487359 118 20 0 6.6 144 286 0 286 144 20 0 0 124 128 0 25 8272.59 487151 111 20 0 6.6 137 272 -208 64 32 20 0 0 12 87 0 26 8272.60 487220 0 20 0 6.6 26 52 69 121 61 20 0 0 41 55 0 27 8272.61 487290 0 20 0 6.6 26 52 70 122 62 20 0 0 42 57 0 28 8272.61 487290 16 20 0 6.6 42 83 0 83 42 20 0 0 22 46 0 29 8272.61 487290 66 20 0 6.6 92 182 0 182 92 20 0 0 72 83 0 30 8272.60 487220 0 20 0 6.6 26 52 -70 -18 -8 20 0 0 -28 -16 0 31 8272.60 487220 0 20 0 6.6 26 52 0 52 26 20 0 0 6 28 0 TOTAL CFS 2773 620 0 204.6 3579 1969 620 0 0 1349 2213 0 TOTAL AF -3206 5499 1240 0 405.8 7106 7106 -3206 3900 3900 1240 0 0 2676 4390 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 02/04/99 WATER AND POWER CONTROL DIVISION TIME: 11:25:27 LOVELAND, COLORADO JANUARY 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. 779 2362 1 35.23 71.10 737 2397 -7 523.6 264.0 0.00 448.3 226.0 23.0 65.0 0 522 0 0.00 39 16 2 34.37 71.23 704 2418 -12 523.6 264.0 0.00 454.2 229.0 24.0 65.0 0 524 0 0.00 24 4 3 33.61 71.34 675 2436 -11 523.6 264.0 0.00 446.3 225.0 20.0 65.0 0 524 0 0.00 23 0 4 32.89 71.57 648 2473 10 525.6 265.0 0.00 472.1 238.0 18.0 40.0 0 196 0 0.00 35 18 5 34.78 71.56 720 2471 70 505.8 255.0 0.00 424.5 214.0 20.0 26.0 0 0 0 0.00 37 29 6 36.43 71.51 785 2463 57 491.9 248.0 0.00 418.5 211.0 16.0 25.0 0 0 0 0.00 43 36 7 35.92 72.09 765 2559 76 489.9 247.0 0.00 414.5 209.0 26.0 26.0 0 0 0 0.00 46 33 8 32.27 72.72 625 2665 -34 398.7 201.0 0.00 430.4 217.0 25.0 26.0 0 0 0 0.00 35 24 9 35.16 71.45 735 2454 -101 210.2 106.0 0.00 285.6 144.0 13.0 26.0 0 0 0 0.00 34 26 10 37.58 70.60 831 2317 -41 198.3 100.0 0.00 222.1 112.0 16.0 25.0 0 0 0 0.00 40 30 11 33.15 71.83 658 2516 26 198.3 100.0 0.00 247.9 125.0 64.0 26.0 0 0 0 0.00 50 38 12 35.35 71.62 742 2481 49 107.1 54.0 0.00 29.8 15.0 10.0 25.0 0 0 0 0.00 45 21 13 35.78 71.40 759 2445 -19 33.7 17.0 0.00 29.8 15.0 13.0 25.0 0 0 0 0.00 38 25 14 36.20 71.20 776 2413 -15 33.7 17.0 0.00 29.8 15.0 15.0 25.0 0 0 0 0.00 45 27 15 36.60 70.93 792 2370 -27 33.7 17.0 0.00 29.8 15.0 9.0 25.0 0 0 0 0.00 44 33 16 36.99 70.71 807 2334 -21 33.7 17.0 0.00 27.8 14.0 11.0 25.0 0 0 0 0.00 41 29 17 37.37 70.47 823 2296 -22 33.7 17.0 0.00 27.8 14.0 11.0 25.0 0 0 0 0.00 32 23 18 37.77 70.30 839 2270 -10 35.7 18.0 0.00 27.8 14.0 15.0 24.0 0 0 0 0.00 41 32 19 38.22 70.10 857 2239 -13 33.7 17.0 0.00 27.8 14.0 14.0 24.0 0 0 0 0.08 43 30 20 36.90 71.06 804 2390 98 144.8 73.0 0.00 27.8 14.0 14.0 24.0 0 0 0 0.08 44 28 21 36.56 71.61 790 2480 76 107.1 54.0 0.00 29.8 15.0 24.0 25.0 0 0 0 0.08 34 23 22 37.02 72.44 809 2618 157 208.3 105.0 0.00 29.8 15.0 13.0 25.0 0 0 0 0.00 33 10 23 37.10 72.22 812 2581 -34 23.8 12.0 0.00 29.8 15.0 12.0 26.0 0 0 0 0.00 41 26 24 34.96 72.01 727 2546 -120 117.0 59.0 0.00 230.1 116.0 22.0 25.0 0 0 0 0.16 37 24 25 33.33 72.70 664 2662 53 331.2 167.0 0.00 263.8 133.0 18.0 26.0 0 0 0 0.00 44 24 26 36.80 71.90 800 2527 1 146.8 74.0 0.00 121.0 61.0 13.0 26.0 0 0 0 0.00 41 13 27 36.91 71.20 804 2413 -110 21.8 11.0 0.00 115.0 58.0 17.0 25.0 0 0 0 0.00 34 9 28 36.39 70.95 783 2373 -61 21.8 11.0 0.00 61.5 31.0 14.0 25.0 0 0 0 0.00 44 4 29 35.37 70.86 743 2358 -55 21.8 11.0 0.00 53.6 27.0 13.0 25.0 0 0 0 0.00 52 -4 30 35.47 70.55 747 2309 -45 19.8 10.0 0.00 51.6 26.0 18.0 25.0 0 0 0 0.00 52 8 31 35.56 70.16 750 2248 -58 21.8 11.0 0.00 61.5 31.0 16.0 25.0 0 0 0 0.00 49 9 TOTAL CFS 3086.0 2808.0 557.0 915.0 0 TOTAL AF -29 -114 -143 0.00 1105. 1815. 0 1766 0 0.40 40 21 6121.0 5569.6 NOTE: USE FACTOR OF 1.98347 TO CONVERT CFS TO AF/DAY, 0.50417 TO CONVERT AF/DAY TO CFS FACTORS=2.066116 AND.483988 FOR 25 HR/DAY; 1.900825 AND .526087 FOR 23 HR/DAY 1 EAST PORTAL ADAMS TUNNEL MINUS WIND RIVER 1 PICK SLOAN MISSOURI BASIN PROGRAM UNITED STATES BUREAU OF RECLAMATION WESTERN DIVISION WATER AND POWER SYSTEM AS OF 02/04/99 WATER AND POWER CONTROL DIVISION TIME: 11:25:27 LOVELAND, COLORADO JANUARY 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) 1 264.0 0.0 0.0 10.0 287.0 569 226.0 65.0 291.0 577 -7 23.0 2 264.0 0.0 0.0 10.0 288.0 571 229.0 65.0 294.0 583 -12 24.0 3 264.0 0.0 0.0 10.0 284.0 563 225.0 65.0 290.0 575 -11 20.0 4 265.0 0.0 0.0 10.0 283.0 561 238.0 40.0 278.0 551 10 18.0 5 255.0 0.0 0.0 10.0 275.0 545 214.0 26.0 240.0 476 70 20.0 6 248.0 0.0 0.0 10.0 264.0 524 211.0 25.0 236.0 468 57 16.0 7 247.0 0.0 0.0 10.0 273.0 541 209.0 26.0 235.0 466 76 26.0 8 201.0 0.0 0.0 10.0 226.0 448 217.0 26.0 243.0 482 -34 25.0 9 106.0 0.0 0.0 10.0 119.0 236 144.0 26.0 170.0 337 -101 13.0 10 100.0 0.0 0.0 10.0 116.0 230 112.0 25.0 137.0 272 -41 16.0 11 100.0 0.0 0.0 10.0 164.0 325 125.0 26.0 151.0 300 26 64.0 12 54.0 0.0 0.0 10.0 64.0 127 15.0 25.0 40.0 79 49 10.0 13 17.0 0.0 0.0 10.0 30.0 60 15.0 25.0 40.0 79 -19 13.0 14 17.0 0.0 0.0 10.0 32.0 63 15.0 25.0 40.0 79 -15 15.0 15 17.0 0.0 0.0 10.0 26.0 52 15.0 25.0 40.0 79 -27 9.0 16 17.0 0.0 0.0 10.0 28.0 56 14.0 25.0 39.0 77 -21 11.0 17 17.0 0.0 0.0 10.0 28.0 56 14.0 25.0 39.0 77 -22 11.0 18 18.0 0.0 0.0 10.0 33.0 65 14.0 24.0 38.0 75 -10 15.0 19 17.0 0.0 0.0 10.0 31.0 61 14.0 24.0 38.0 75 -13 14.0 20 73.0 0.0 0.0 10.0 87.0 173 14.0 24.0 38.0 75 98 14.0 21 54.0 0.0 0.0 10.0 78.0 155 15.0 25.0 40.0 79 76 24.0 22 105.0 0.0 0.0 10.0 118.0 234 15.0 25.0 40.0 79 157 13.0 23 12.0 0.0 0.0 10.0 24.0 48 15.0 26.0 41.0 81 -34 12.0 24 59.0 0.0 0.0 10.0 81.0 161 116.0 25.0 141.0 280 -120 22.0 25 167.0 0.0 0.0 10.0 185.0 367 133.0 26.0 159.0 315 53 18.0 26 74.0 0.0 0.0 10.0 87.0 173 61.0 26.0 87.0 173 1 13.0 27 11.0 0.0 0.0 10.0 28.0 56 58.0 25.0 83.0 165 -110 17.0 28 11.0 0.0 0.0 10.0 25.0 50 31.0 25.0 56.0 111 -61 14.0 29 11.0 0.0 0.0 10.0 24.0 48 27.0 25.0 52.0 103 -55 13.0 30 10.0 0.0 0.0 10.0 28.0 56 26.0 25.0 51.0 101 -45 18.0 31 11.0 0.0 0.0 10.0 27.0 54 31.0 25.0 56.0 111 -58 16.0 TOTAL CFS 3086.0 0.0 310.0 3643.0 2808.0 915.0 3723.0 557.0 AF 6121.0 0.0 0.0 614.9 7225.8 7228 5569.6 1814.9 7384.5 7380 -143 1104.8 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 02/04/99 WATER AND POWER CONTROL DIVISION TIME: 11:25:27 LOVELAND, COLORADO JANUARY 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 1846 482 58759 79587 1 76.4 1846 67.1 510 0.0 297.5 0.0 0.0 0.0 193.4 0.0 0.0 67.2 5707.29 58722 5385.62 79875 0 2 76.0 1811 68.7 576 0.0 297.4 0.0 0.0 0.0 193.3 0.0 0.0 67.9 5707.20 58640 5385.87 80235 0 3 75.5 1768 70.1 636 0.0 297.4 0.0 0.0 0.0 193.3 0.0 0.0 67.9 5707.17 58612 5386.12 80596 0 4 77.6 1954 67.0 506 0.0 297.2 0.0 0.0 0.0 193.2 0.0 0.0 67.7 5707.03 58485 5386.40 81002 0 5 77.2 1918 67.8 538 0.0 297.2 0.0 0.0 0.0 193.2 0.0 0.0 66.8 5707.05 58503 5386.65 81365 0 6 77.6 1954 66.9 502 0.0 297.2 0.0 0.0 0.0 193.2 0.0 0.0 67.3 5707.01 58466 5386.77 81539 0 7 77.3 1927 67.0 506 0.0 297.2 0.0 0.0 0.0 193.2 0.0 0.0 66.4 5707.01 58466 5387.13 82063 0 8 75.6 1776 70.7 663 0.0 297.2 0.0 0.0 0.0 193.2 0.0 0.0 68.7 5707.01 0 5387.38 82429 0 9 76.4 1846 70.4 649 0.0 297.2 0.0 0.0 0.0 193.2 0.0 0.0 69.8 5707.01 0 5387.44 82516 0 10 76.6 1864 70.4 649 0.0 297.0 0.0 0.0 0.0 193.0 0.0 0.0 69.5 5706.86 58329 5387.61 82765 0 11 78.2 2009 66.7 494 0.0 296.9 0.0 0.0 0.0 193.0 0.0 0.0 69.0 5706.79 58266 5387.66 82838 0 12 77.0 1900 68.6 572 0.0 296.8 0.0 0.0 0.0 192.9 0.0 0.0 66.3 5706.71 58193 5387.66 82838 0 13 77.1 1909 67.4 522 0.0 296.7 0.0 0.0 0.0 192.8 0.0 0.0 68.2 5706.63 58120 5387.63 82794 0 14 77.2 1918 65.6 451 0.0 296.7 0.0 0.0 0.0 192.8 0.0 0.0 66.1 5706.60 58093 5387.66 82838 0 15 77.4 1936 63.8 385 0.0 296.7 0.0 0.0 0.0 192.8 0.0 0.0 64.7 5706.60 0 5387.66 82838 0 16 76.3 1838 66.3 478 0.0 296.7 0.0 0.0 0.0 192.8 0.0 0.0 65.0 5706.60 0 5387.66 82838 0 17 76.5 1855 65.4 444 0.0 296.6 0.0 0.0 0.0 192.7 0.0 0.0 65.8 5706.47 57974 5387.66 82838 0 18 76.5 1855 64.7 418 0.0 296.4 0.0 0.0 0.0 192.6 0.0 0.0 64.9 5706.33 57847 5387.63 82794 0 19 75.7 1785 65.9 463 0.0 296.4 0.0 0.0 0.0 192.6 0.0 0.0 65.2 5706.30 57820 5387.61 82765 0 20 75.2 1742 66.5 486 0.0 296.3 0.0 0.0 0.0 192.5 0.0 0.0 66.3 5706.26 57783 5387.55 82677 0 21 75.4 1759 65.5 447 0.0 296.3 0.0 0.0 0.0 192.5 0.0 0.0 65.9 5706.22 57747 5387.58 82721 0 22 75.6 1776 64.6 414 0.0 296.3 0.0 0.0 0.0 192.5 0.0 0.0 65.1 5706.22 0 5387.55 82677 0 23 75.0 1725 65.2 436 0.0 296.3 0.0 0.0 0.0 192.5 0.0 0.0 64.8 5706.22 0 5387.55 82677 0 24 74.4 1675 69.9 627 0.0 296.0 0.0 0.0 0.0 192.3 0.0 0.0 66.9 5706.01 57556 5387.55 82677 0 25 77.5 1945 67.9 542 0.0 296.1 0.0 0.0 0.0 192.4 0.0 0.0 68.7 5706.06 57602 5387.55 82677 0 26 78.4 2028 67.5 526 0.0 296.1 0.0 0.0 0.0 192.3 0.0 0.0 67.6 5706.02 57566 5387.55 82677 0 27 79.0 2084 67.0 506 0.0 296.0 0.0 0.0 0.0 192.3 0.0 0.0 67.3 5705.97 57520 5387.55 82677 0 28 78.7 2056 67.1 510 0.0 295.9 0.0 0.0 0.0 192.2 0.0 0.0 67.4 5705.89 57448 5387.52 82633 0 29 78.4 2028 67.6 530 0.0 295.9 0.0 0.0 0.0 192.2 0.0 0.0 67.6 5705.89 0 5387.44 82516 0 30 78.7 2056 66.2 474 0.0 295.9 0.0 0.0 0.0 192.2 0.0 0.0 66.8 5705.89 0 5387.44 82516 0 31 77.1 1909 69.8 623 0.0 295.8 0.0 0.0 0.0 192.1 0.0 0.0 68.0 5705.75 57321 5387.53 82648 0 TOTAL CFS 0.0 TOTAL AF 63 141 0.0 0.0 0.0 0.0 0.0 0.0 -1438 3061 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 02/04/99 WATER AND POWER CONTROL DIVISION TIME: 11:25:27 LOVELAND, COLORADO JANUARY 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 0.00 191.00 2 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 189.00 3 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 189.00 4 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 189.00 5 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 190.00 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 0.00 190.00 8 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 188.00 9 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 118.00 10 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 92.00 11 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 92.00 12 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 34.00 13 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 39.00 14 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 41.00 15 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 31.00 16 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 25.00 17 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 25.00 18 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 26.00 19 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 27.00 20 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 28.00 21 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 26.00 22 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 28.00 23 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 30.00 24 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 33.00 25 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 50.00 26 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 27.00 27 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 29.70 28 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 30.00 29 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 31.00 30 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 32.00 31 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 31.00 TOTAL CFS 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 2441.70 TOTAL AF 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 4843.04 ADJUSTMENT AF 19.90 TOTAL FLOW OR DELIVERY AF 4823.14 METERED DELIVERY AF 368.00 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 02/04/99 WATER AND POWER CONTROL DIVISION TIME: 11:25:27 LOVELAND, COLORADO JANUARY 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) 6274.90 1 0.00 0.00 0.00 5.00 0.00 0.00 5.00 6284.90 2 0.00 0.00 0.00 5.00 0.00 0.00 5.00 6294.90 3 0.00 0.00 0.00 5.00 0.00 0.00 5.00 6304.90 4 0.00 0.00 0.00 5.00 0.00 0.00 5.00 6314.90 5 0.00 0.00 0.00 5.00 0.00 0.00 5.00 6324.90 6 0.00 0.00 0.00 5.00 0.00 0.00 5.00 6334.90 7 0.00 0.00 0.00 5.00 0.00 0.00 5.00 6344.90 8 0.00 0.00 0.00 5.00 0.00 0.00 5.00 6354.90 9 0.00 0.00 0.00 5.00 0.00 0.00 5.00 6364.90 10 0.00 0.00 0.00 5.00 0.00 0.00 5.00 6374.90 11 0.00 0.00 0.00 5.00 0.00 0.00 5.00 6384.90 12 0.00 0.00 0.00 5.00 0.00 0.00 5.00 6394.90 13 0.00 0.00 0.00 5.00 0.00 0.00 5.00 6404.90 14 0.00 0.00 0.00 5.00 0.00 0.00 5.00 6414.90 15 0.00 0.00 0.00 5.00 0.00 0.00 5.00 6424.90 16 0.00 0.00 0.00 5.00 0.00 0.00 5.00 6434.90 17 0.00 0.00 0.00 5.00 0.00 0.00 5.00 6444.90 18 0.00 0.00 0.00 5.00 0.00 0.00 5.00 6454.90 19 0.00 0.00 0.00 5.00 0.00 0.00 5.00 6464.90 20 0.00 0.00 0.00 5.00 0.00 0.00 5.00 6474.90 21 0.00 0.00 0.00 5.00 0.00 0.00 5.00 6484.90 22 0.00 0.00 0.00 5.00 0.00 0.00 5.00 6494.90 23 0.00 0.00 0.00 5.00 0.00 0.00 5.00 6504.90 24 0.00 0.00 0.00 5.00 0.00 0.00 5.00 6514.90 25 0.00 0.00 0.00 5.00 0.00 0.00 5.00 6524.90 26 0.00 0.00 0.00 5.00 0.00 0.00 5.00 6534.90 27 0.00 0.00 0.00 6.30 0.00 0.00 6.30 6547.50 28 0.00 0.00 0.00 7.00 0.00 0.00 7.00 6561.50 29 0.00 0.00 0.00 7.00 0.00 0.00 7.00 6575.50 30 0.00 0.00 0.00 7.00 0.00 0.00 7.00 6589.50 31 0.00 0.00 0.00 7.00 0.00 0.00 7.00 6603.50 TOTAL CFS 0.00 0.00 0.00 164.30 0.00 0.00 164.30 TOTAL AF 0.00 0.00 0.00 328.60 0.00 0.00 328.60 6603.50 METERED DELIVERY AF 2.30 983.00 19.90 0.00 2618.30 3623.50 10227.00 TOTAL FLOW OR DELIVERY AF * 2.30 983.00 0.00 348.50 0.00 2618.30 3952.10 10227.00 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 JANUARY 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 0.00 0.00 0. 0. 0.06 0.10 0. 0. 0.00 0.00 0.00 0. 0.00 0. 2 0.00 0.00 0. 0. 0.01 0.11 0. 0. 0.00 0.12 0.00 0. 0.01 0. 3 0.02 0.00 0. 0. 0.00 0.00 0. 0. 0.00 0.00 0.18 0. 0.00 0. 4 0.15 0.10 0. 0. 0.04 0.11 0. 0. 0.00 0.01 0.00 0. 0.00 0. 5 0.02 0.00 0. 0. 0.00 0.48 0. 0. 0.00 0.00 0.00 0. 0.00 0. 6 0.00 0.00 0. 0. 0.00 0.03 0. 0. 0.00 0.00 0.00 0. 0.00 0. 7 0.00 0.00 0. 0. 0.00 0.00 0. 0. 0.00 0.00 0.00 0. 0.00 0. 8 0.00 0.00 0. 0. 0.00 0.03 0. 0. 0.00 0.00 0.00 0. 0.00 0. 9 0.05 0.00 0. 0. 0.00 0.09 0. 0. 0.00 0.00 0.00 0. 0.00 0. 10 0.00 0.00 0. 0. 0.01 0.30 0. 0. 0.00 0.00 0.00 0. 0.00 0. 11 0.00 0.00 0. 0. 0.00 0.00 0. 0. 0.00 0.00 0.00 0. 0.00 0. 12 0.00 0.00 0. 0. 0.00 0.00 0. 0. 0.00 0.00 0.00 0. 0.00 0. 13 0.00 0.00 0. 0. 0.00 0.01 0. 0. 0.00 0.00 0.00 0. 0.00 0. 14 0.00 0.00 0. 0. 0.00 0.00 0. 0. 0.00 0.00 0.00 0. 0.00 0. 15 0.00 0.00 0. 0. 0.00 0.00 0. 0. 0.00 0.00 0.00 0. 0.00 0. 16 0.08 0.00 0. 0. 0.02 0.13 0. 0. 0.00 0.00 0.00 0. 0.00 0. 17 0.10 0.00 0. 0. 0.03 0.14 0. 0. 0.00 0.00 0.00 0. 0.00 0. 18 0.00 0.20 0. 0. 0.05 0.28 0. 0. 0.00 0.00 0.00 0. 0.00 0. 19 0.17 0.09 0. 0. 0.12 0.47 0. 0. 0.08 0.00 0.00 0. 0.01 0. 20 0.06 0.00 0. 0. 0.16 0.09 0. 0. 0.08 0.00 0.00 0. 0.00 0. 21 0.10 0.00 0. 0. 0.23 0.28 0. 0. 0.08 0.00 0.11 0. 0.11 0. 22 0.00 0.00 0. 0. 0.07 0.18 0. 0. 0.00 0.19 0.00 0. 0.15 0. 23 0.19 0.00 0. 0. 0.03 0.03 0. 0. 0.00 0.00 0.00 0. 0.00 0. 24 0.26 0.17 0. 0. 0.09 0.23 0. 0. 0.16 0.00 0.22 0. 0.24 0. 25 0.00 0.00 0. 0. 0.06 0.00 0. 0. 0.00 0.36 0.00 0. 0.00 0. 26 0.07 0.13 0. 0. 0.06 0.10 0. 0. 0.00 0.00 0.00 0. 0.00 0. 27 0.00 0.00 0. 0. 0.00 0.00 0. 0. 0.00 0.00 0.00 0. 0.00 0. 28 0.00 0.00 0. 0. 0.00 0.00 0. 0. 0.00 0.00 0.00 0. 0.00 0. 29 0.00 0.00 0. 0. 0.00 0.00 0. 0. 0.00 0.00 0.00 0. 0.00 0. 30 0.00 0.00 0. 0. 0.00 0.00 0. 0. 0.00 0.00 0.00 0. 0.00 0. 31 0.00 0.01 0. 0. 0.00 0.00 0. 0. 0.00 0.00 0.00 0. 0.00 0. TOTALS 1.27 0.70 0. 0. 1.04 3.19 0. 0. 0.40 0.68 0.51 0. 0.52 0. 1 UPPER COLORADO RIVER DAILY DATA COLLECTION FOR JANUARY 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 69 26 29 24 0.06 18 7 152 448 34 13 0.00 2 76 26 25 15 0.01 18 8 200 447 24 8 0.00 3 1 26 19 1 0.00 17 7 153 446 17 9 0.00 4 91 26 20 10 0.04 19 7 158 450 31 13 0.10 5 118 26 29 20 0.00 17 7 155 458 37 24 0.00 6 45 26 40 26 0.00 16 7 211 455 49 27 0.00 7 32 26 41 25 0.00 19 8 167 453 43 17 0.00 8 34 26 25 17 0.00 16 7 165 445 31 11 0.00 9 44 26 25 16 0.00 18 7 160 444 34 20 0.00 10 94 26 31 22 0.01 16 7 159 442 40 20 0.00 11 27 26 42 17 0.00 17 7 163 444 46 17 0.00 12 50 26 33 6 0.00 17 8 201 233 41 7 0.00 13 25 26 32 3 0.00 15 7 158 253 34 5 0.00 14 63 26 29 -1 0.00 16 7 116 256 26 4 0.00 15 60 26 37 2 0.00 13 7 163 258 42 5 0.00 16 69 26 30 5 0.02 18 7 169 258 30 12 0.00 17 79 26 26 15 0.03 17 8 164 259 25 10 0.00 18 149 26 39 11 0.05 19 7 165 259 40 28 0.20 19 175 26 36 27 0.12 18 7 202 258 45 14 0.09 20 128 26 32 4 0.16 18 7 172 254 38 12 0.00 21 168 26 27 6 0.23 19 7 142 249 29 14 0.00 22 124 26 22 1 0.07 17 8 139 245 30 0 0.00 23 24 26 35 2 0.03 16 7 203 247 36 12 0.00 24 128 26 33 27 0.09 18 7 151 245 38 17 0.17 25 87 26 35 22 0.06 16 7 160 247 40 19 0.00 26 55 26 31 11 0.06 17 7 198 248 34 4 0.13 27 57 26 29 -4 0.00 17 8 148 247 34 -2 0.00 28 46 26 24 4 0.00 15 7 156 249 24 -14 0.00 29 83 26 16 -20 0.00 15 7 160 253 15 -11 0.00 30 -16 26 21 -11 0.00 16 7 167 254 18 -7 0.00 31 28 26 34 -6 0.00 16 7 161 254 22 2 0.01