1 PICK SLOAN MISSOURI BASIN PROGRAM UNITED STATES BUREAU OF RECLAMATION WESTERN DIVISION WATER AND POWER SYSTEM AS OF 05/07/99 WATER AND POWER CONTROL DIVISION TIME: 09:44:28 LOVELAND, COLORADO APRIL 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) 219281 1 9005.39 218884 104 0 104 238 684 -397 287 144 0 144 0.17 47 18 0 86 2 9005.20 218347 104 0 104 267 742 -537 205 103 0 103 0.02 34 13 0 141 3 9005.01 217810 104 0 104 279 766 -537 229 115 0 115 0.00 29 6 0 51 4 9004.82 217275 104 0 104 279 766 -535 231 116 0 116 0.01 34 9 0 95 5 9004.63 216741 78 0 78 279 714 -534 180 90 0 90 0.00 37 10 0 78 6 9004.45 216236 70 0 70 279 698 -505 193 97 0 97 0.00 50 11 0 84 7 9004.29 215787 69 0 69 279 696 -449 247 124 0 124 0.06 55 18 0 104 8 9004.08 215201 70 0 70 323 786 -586 200 100 0 100 0.00 42 15 0 97 9 9003.86 214587 71 0 71 328 798 -614 184 92 0 92 0.00 44 15 0 62 10 9003.64 213975 70 0 70 328 796 -612 184 92 0 92 0.00 33 4 0 84 11 9003.41 213337 70 0 70 343 826 -638 188 94 0 94 0.00 50 5 0 85 12 9003.20 212755 70 0 70 343 826 -582 244 122 0 122 0.00 56 20 0 42 13 9002.97 212120 70 0 70 375 890 -635 255 128 0 128 0.03 48 23 0 119 14 9002.78 211597 70 0 70 318 776 -523 253 127 0 127 0.09 38 11 0 113 15 9002.65 211239 70 0 70 213 566 -358 208 104 0 104 0.06 23 11 0 55 16 9002.54 210937 70 0 70 207 554 -302 252 126 0 126 0.00 28 -2 0 106 17 9002.42 210608 70 0 70 207 554 -329 225 113 0 113 0.00 44 0 0 58 18 9002.31 210306 70 0 70 207 554 -302 252 126 0 126 0.00 53 21 0 98 19 9002.19 209978 70 0 70 229 598 -328 270 135 0 135 0.00 59 23 0 57 20 9002.09 209704 70 0 70 231 602 -274 328 164 0 164 0.03 56 19 0 97 21 9001.94 209295 60 0 60 319 758 -409 349 175 0 175 0.10 45 25 0 154 22 9001.88 209131 54 0 54 183 474 -164 310 155 0 155 0.11 41 24 0 173 23 9001.87 209104 54 0 54 113 334 -27 307 154 0 154 0.00 39 21 0 100 24 9001.88 209131 54 0 54 107 322 27 349 175 0 175 0.17 53 23 0 56 25 9001.95 209322 54 0 54 0 108 191 299 150 0 150 0.01 42 28 0 146 26 9002.04 209568 54 0 54 0 108 246 354 177 0 177 0.11 35 29 0 143 27 9002.11 209759 54 0 54 0 108 191 299 150 0 150 0.00 54 26 0 94 28 9002.22 210060 54 0 54 0 108 301 409 205 1 206 0.42 43 30 0 143 29 9002.35 210416 54 0 54 0 108 356 464 232 1 233 0.20 51 30 0 106 30 9002.52 210882 54 0 54 0 108 466 574 287 1 288 0.23 41 27 0 190 TOTAL CFS 2090 0 2090 6274 4172 3 4175 3017 TOTAL AF -8399 4180 0 4180 12548 16728 -8399 8329 8329 6 8350 1.82 43 17 0 6034 NOTE: USE FACTOR OF 2.0 TO CONVERT CFS TO AF/DAY, 0.5 TO CONVERT AF/DAY TO CFS 1 PICK SLOAN MISSOURI BASIN PROGRAM UNITED STATES BUREAU OF RECLAMATION WESTERN DIVISION WATER AND POWER SYSTEM AS OF 05/07/99 WATER AND POWER CONTROL DIVISION TIME: 09:44:28 LOVELAND, COLORADO APRIL 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) 68851 1 7898.46 68935 144 0 144 286 84 376 190 40 0 230 0.00 50 20 1251 2 7898.61 69115 151 0 151 300 180 486 245 -2 0 243 0.00 34 18 1334 3 7898.61 69115 152 0 152 301 0 307 155 11 0 166 0.00 33 12 1336 4 7898.68 69198 154 0 154 305 83 394 199 12 0 211 0.40 35 17 1211 5 7898.68 69198 153 0 153 303 0 309 156 12 0 168 0.00 42 17 1138 6 7898.68 69198 151 0 151 300 0 306 154 27 0 181 0.00 53 21 1074 7 7898.63 69138 200 0 200 397 -60 343 173 55 0 228 0.00 61 26 1033 8 7898.49 68971 248 0 248 492 -167 331 167 30 0 197 0.00 44 17 1157 9 7898.34 68792 220 0 220 436 -179 263 133 21 0 154 0.00 45 20 1288 10 7898.34 68792 151 0 151 300 0 306 154 22 0 176 0.00 38 12 1197 11 7898.34 68792 152 0 152 301 0 307 155 24 0 179 0.00 51 28 1042 12 7898.27 68708 152 0 152 301 -84 223 112 52 0 164 0.00 62 25 1025 13 7898.24 68672 204 0 204 405 -36 375 189 58 0 247 0.00 59 34 1079 14 7898.12 68529 252 0 252 500 -143 363 183 57 0 240 0.14 41 16 1282 15 7897.90 68267 254 0 254 504 -262 248 125 34 0 159 0.00 29 16 1350 16 7897.76 68102 256 0 256 508 -165 349 176 56 0 232 0.00 31 10 1241 17 7897.54 67842 256 0 256 508 -260 254 128 43 0 171 0.00 49 24 1159 18 7897.39 67665 254 0 254 504 -177 333 168 56 0 224 0.00 56 26 1109 19 7897.17 67405 255 0 255 506 -260 252 127 65 0 192 0.00 61 24 1189 20 7897.02 67228 253 0 253 502 -177 331 167 94 0 261 0.21 59 23 1312 21 7896.95 67146 252 0 252 500 -82 424 214 115 0 329 0.17 45 31 1518 22 7896.95 67146 224 0 224 444 0 450 227 101 0 328 0.00 39 29 1649 23 7897.02 67228 110 0 110 218 82 306 154 100 0 254 0.00 42 24 1632 24 7897.02 67228 107 0 107 212 0 218 110 121 0 231 0.00 59 32 1347 25 7897.17 67405 108 0 108 214 177 397 200 96 0 296 0.04 45 31 1469 26 7897.32 67582 105 0 105 208 177 391 197 123 0 320 0.00 46 28 1510 27 7897.39 67665 103 0 103 204 83 293 148 96 0 244 0.00 55 30 1468 28 7897.54 67842 105 0 105 208 177 391 197 151 1 349 0.04 56 34 1465 29 7897.62 67936 106 4 110 218 94 318 160 178 1 339 0.00 55 36 1461 30 7897.84 68196 110 0 110 218 260 484 244 233 1 478 0.00 47 26 1704 TOTAL CFS 5342 4 5346 5107 2081 3 7191 39030 TOTAL AF -655 10595 8 10603 10603 -655 10128 10127 4127 6 14262 1.00 47 24 77416 NOTE: USE FACTOR OF 1.98347 TO CONVERT CFS TO AF/DAY, 0.50417 TO CONVERT AF/DAY TO CFS FACTORS=2.066116 AND.483988 FOR 25 HR/DAY 1.900825 AND .526087 FOR 23 HR/DAY 1 PICK SLOAN MISSOURI BASIN PROGRAM UNITED STATES BUREAU OF RECLAMATION WESTERN DIVISION WATER AND POWER SYSTEM AS OF 05/07/99 WATER AND POWER CONTROL DIVISION TIME: 09:44:28 LOVELAND, COLORADO APRIL 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) 8569 1 8121.18 8175 7 0 0 0 0 205 212 420 -394 27 14 2 8119.81 7853 7 0 0 3 0 201 211 419 -322 98 49 3 8120.08 7915 7 0 0 2 0 0 9 18 62 81 41 4 8120.35 7978 7 0 0 1 0 0 8 16 63 80 40 5 8120.57 8030 7 0 0 1 0 0 8 16 52 69 35 6 8120.78 8079 7 0 0 0 0 0 7 14 49 64 32 7 8120.91 8110 7 0 0 0 10 0 17 34 31 66 33 8 8120.01 7899 7 0 0 1 7 132 147 292 -211 82 41 9 8118.82 7626 7 0 0 2 0 152 161 319 -273 47 24 10 8119.24 7721 7 0 0 1 0 0 8 16 95 112 56 11 8119.48 7776 7 0 0 0 0 0 7 14 55 70 35 12 8119.77 7843 7 0 0 1 0 0 8 16 67 84 42 13 8120.09 7917 7 0 0 0 0 0 7 14 74 89 45 14 8120.20 7943 7 0 0 1 20 0 28 56 26 83 42 15 8119.24 7721 7 0 0 1 0 145 153 303 -222 82 41 16 8118.76 7613 7 0 0 2 0 80 89 177 -108 70 35 17 8119.17 7705 7 0 0 1 0 0 8 16 92 109 55 18 8119.58 7799 7 0 0 1 0 0 8 16 94 111 56 19 8119.80 7850 7 0 3 1 0 0 8 16 51 68 34 20 8120.17 7936 7 0 5 1 0 0 8 16 86 103 52 21 8120.66 8051 7 0 5 1 0 0 8 16 115 132 67 22 8119.90 7874 7 0 5 1 35 126 169 335 -177 159 80 23 8119.17 7705 7 0 5 2 0 144 153 303 -169 135 68 24 8119.68 7822 7 0 5 1 0 0 8 16 117 134 68 25 8120.45 8002 7 0 5 1 0 0 8 16 180 197 99 26 8120.10 7920 7 0 5 1 17 110 135 268 -82 187 94 27 8119.52 7786 7 0 5 2 0 149 158 313 -134 180 91 28 8120.21 7945 7 0 5 2 0 0 9 18 159 178 90 29 8119.79 7848 7 0 5 2 2 133 144 286 -97 190 96 30 8119.70 7827 7 0 5 3 0 152 162 321 -21 301 152 TOTAL CFS 210 0 58 36 91 1729 2066 1707 TOTAL AF -742 420 0 116 72 181 3431 4100 4100 -742 3388 3388 NOTE: USE FACTOR OF 1.98347 TO CONVERT CFS TO AF/DAY, 0.50417 TO CONVERT AF/DAY TO CFS FACTORS=2.066116 AND.483988 FOR 25 HR/DAY 1.900825 AND .526087 FOR 23 HR/DAY 1/ INCLUDES PUMP CANAL WASTE 1 PICK SLOAN MISSOURI BASIN PROGRAM UNITED STATES BUREAU OF RECLAMATION WESTERN DIVISION WATER AND POWER SYSTEM AS OF 05/07/99 WATER AND POWER CONTROL DIVISION TIME: 09:44:28 LOVELAND, COLORADO APRIL 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 TOTAL CFS 0 0 0 0 TOTAL AF 0 0 0 0 0 0.00 1 PICK SLOAN MISSOURI BASIN PROGRAM UNITED STATES BUREAU OF RECLAMATION WESTERN DIVISION WATER AND POWER SYSTEM AS OF 05/07/99 WATER AND POWER CONTROL DIVISION TIME: 09:44:28 LOVELAND, COLORADO APRIL 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 17722 1 8366.54 8366.70 17736 544 20 564 1119 14 1143 1018 125 63 0.00 0.00 50 29 2 8366.56 8366.75 17812 544 20 564 1119 76 1205 1065 140 71 0.15 0.20 41 21 3 8366.56 8366.75 17812 542 20 562 1115 0 1125 1055 70 35 0.01 0.03 31 14 4 8366.56 8366.74 17799 541 20 561 1113 -13 1110 1006 104 52 0.01 0.00 37 5 5 8366.57 8366.78 17857 538 20 558 1107 58 1175 1043 132 67 0.00 0.00 40 5 6 8366.57 8366.76 17830 540 20 560 1111 -27 1094 1043 51 26 0.00 0.00 50 12 7 8366.55 8366.69 17727 507 20 527 1045 -103 952 825 127 64 0.00 0.00 56 17 8 8366.56 8366.70 17746 505 20 525 1041 19 1070 851 219 110 0.02 0.38 53 22 9 8366.55 8366.69 17727 547 20 567 1125 -19 1116 1023 93 47 0.00 0.00 42 10 10 8366.55 8366.72 17767 545 20 565 1121 40 1171 1071 100 50 0.00 0.07 36 16 11 8366.57 8366.73 17790 550 20 570 1131 23 1164 1031 133 67 0.00 0.00 46 5 12 8366.56 8366.72 17772 552 20 572 1135 -18 1127 1023 104 52 0.00 0.00 55 21 13 8366.55 8366.70 17741 553 20 573 1137 -31 1116 980 136 69 0.00 0.00 53 22 14 8366.54 8366.72 17762 552 20 572 1135 21 1166 962 204 103 0.00 0.01 51 28 15 8366.57 8366.78 17857 552 20 572 1135 95 1240 1121 119 60 0.00 0.02 37 14 16 8366.59 8366.79 17880 551 20 571 1133 23 1166 1031 135 68 0.03 0.08 25 13 17 8366.59 8366.79 17880 552 20 572 1135 0 1145 1020 125 63 0.00 0.00 46 -1 18 8366.54 8366.74 17789 548 20 568 1127 -91 1046 980 66 33 0.00 0.00 52 15 19 8366.53 8366.72 17757 557 20 577 1144 -32 1122 960 162 82 0.00 0.00 55 22 20 8366.54 8366.70 17736 554 20 574 1139 -21 1128 827 301 152 0.00 0.00 54 25 21 8366.55 8366.70 17741 549 20 569 1129 5 1144 926 218 110 0.00 0.05 51 27 22 8366.53 8366.70 17731 550 20 570 1131 -10 1131 926 205 103 0.02 0.04 47 29 23 8366.53 8366.69 17717 552 20 572 1135 -14 1131 920 211 106 0.00 0.00 43 27 24 8366.57 8366.71 17764 552 20 572 1135 47 1192 976 216 109 0.00 0.00 59 24 25 8366.59 8366.75 17827 552 20 572 1135 63 1208 752 456 230 0.32 0.35 53 29 26 8366.53 8366.65 17664 550 20 570 1131 -163 978 742 236 119 0.09 0.15 37 29 27 8366.56 8366.70 17746 548 20 568 1127 82 1219 950 269 136 0.01 0.05 50 31 28 8366.59 8366.74 17814 547 20 567 1125 68 1203 916 287 145 0.02 0.01 53 27 29 8366.63 8366.74 17835 547 20 567 1125 21 1156 752 404 204 0.06 0.05 54 28 30 8366.61 8366.67 17732 109 20 129 256 -103 163 0 163 82 0.04 0.06 48 33 TOTAL CFS 15930 600 16530 2678 47 20 TOTAL AF 10 31596.7 1200 32796 32796 10 33106 27795 5311 5311 0.78 1.55 NOTE: USE FACTOR OF 1.98347 TO CONVERT CFS TO AF/DAY, 0.50417 TO CONVERT AF/DAY TO CFS FACTORS=2.066116 AND.483988 FOR 25 HR/DAY 1.900825 AND .526087 FOR 23 HR/DAY 1 WATER DIVERTED FROM WEST SLOPE THRU ADAMS TUNNEL 1 PICK SLOAN MISSOURI BASIN PROGRAM UNITED STATES BUREAU OF RECLAMATION WESTERN DIVISION WATER AND POWER SYSTEM AS OF 05/07/99 WATER AND POWER CONTROL DIVISION TIME: 09:44:28 LOVELAND, COLORADO APRIL 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) 439685 1 8265.51 439160 513 20 0 6.6 539 1069 -525 579 292 20 205 0 67 130 0 2 8265.47 438898 537 20 0 6.6 563 1117 -262 890 449 20 201 0 228 299 0 3 8265.34 438045 532 20 0 6.6 558 1107 -853 289 146 20 0 0 126 161 0 4 8265.21 437193 507 20 0 6.6 533 1057 -852 240 121 20 0 0 101 153 0 5 8265.06 436211 526 20 0 6.6 552 1095 -982 148 75 20 0 0 55 122 0 6 8264.93 435361 526 20 0 6.6 552 1095 -850 280 141 20 0 0 121 147 0 7 8264.82 434642 416 20 0 6.6 442 877 -719 193 97 20 0 0 77 141 0 8 8264.75 434185 429 20 0 6.6 455 902 -457 480 242 20 132 0 90 200 0 9 8264.66 433598 516 20 0 6.6 542 1075 -587 523 264 20 152 0 92 139 0 10 8264.52 432685 540 20 0 6.6 566 1123 -913 245 124 20 0 0 104 154 0 11 8264.37 431708 520 20 0 6.6 546 1083 -977 141 71 20 0 0 51 118 0 12 8264.24 430862 516 20 0 6.6 542 1075 -846 264 133 20 0 0 113 165 0 13 8264.12 430082 494 20 0 6.6 520 1031 -780 286 144 20 0 0 124 193 0 14 8263.99 429238 485 20 0 6.6 511 1014 -844 205 103 20 0 0 83 186 0 15 8263.88 428524 565 20 0 5.0 590 1170 -714 491 248 20 145 0 83 143 0 16 8263.78 427876 520 20 0 5.0 545 1081 -648 468 236 20 80 0 136 204 0 17 8263.63 426904 514 20 0 5.0 539 1069 -972 132 67 20 0 0 47 110 0 18 8263.51 426128 494 20 0 5.0 519 1029 -776 288 145 20 0 0 125 158 0 19 8263.38 425287 484 20 0 5.0 509 1010 -841 204 103 20 0 0 83 165 0 20 8263.27 424577 417 20 0 5.0 442 877 -710 202 102 20 0 0 82 234 0 21 8263.18 423996 467 20 0 5.0 492 976 -581 430 217 20 0 0 197 307 0 22 8263.10 423480 467 20 0 5.0 492 976 -516 495 250 20 126 0 104 207 0 23 8263.03 423029 464 20 0 5.0 489 970 -451 554 279 20 144 0 115 221 0 24 8262.90 422191 492 20 0 5.0 517 1025 -838 222 112 20 0 0 92 201 0 25 8262.87 421998 379 20 0 5.0 404 801 -193 642 324 20 0 0 304 534 0 26 8262.83 421741 374 20 0 5.0 399 791 -257 568 286 20 110 0 156 275 0 27 8262.78 421419 479 20 0 5.0 504 1000 -322 712 359 20 149 0 190 326 0 28 8262.68 420776 462 20 0 5.0 487 966 -643 357 180 20 0 0 160 305 0 29 8262.65 420583 379 20 0 5.0 404 801 -193 642 324 20 133 0 171 375 0 30 8262.77 421355 0 53 0 5.0 58 115 772 921 464 20 152 0 292 374 0 TOTAL CFS 14014 633 0 172.4 14811 6098 600 1729 0 3769 6447 0 TOTAL AF -18330 27795 1265 0 342.0 29377 29377 -18330 12091 12091 1200 3431 0 7475 12788 0 NOTE: USE FACTOR OF 1.98347 TO CONVERT CFS TO AF/DAY, 0.50417 TO CONVERT AF/DAY TO CFS FACTORS=2.066116 AND.483988 FOR 25 HR/DAY 1.900825 AND .526087 FOR 23 HR/DAY 1 PICK SLOAN MISSOURI BASIN PROGRAM UNITED STATES BUREAU OF RECLAMATION WESTERN DIVISION WATER AND POWER SYSTEM AS OF 05/07/99 WATER AND POWER CONTROL DIVISION TIME: 09:44:28 LOVELAND, COLORADO APRIL 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. 904 2449 1 36.43 72.34 785 2601 33 1079.0 544.0 0.00 1088.9 549.0 45.0 24.0 0 0 0 0.12 40 22 2 34.27 72.83 700 2684 -2 1079.0 544.0 0.00 1120.7 565.0 44.0 24.0 0 0 0 0.08 27 14 3 37.87 71.92 843 2531 -10 1075.0 542.0 0.00 1100.8 555.0 32.0 24.0 0 0 0 0.00 34 9 4 38.46 71.90 867 2527 20 1073.1 541.0 0.00 1081.0 545.0 38.0 24.0 0 0 0 0.00 37 23 5 38.77 72.60 880 2645 131 1067.1 538.0 0.00 964.0 486.0 37.0 24.0 0 0 0 0.00 43 19 6 37.50 72.80 828 2679 -18 1071.1 540.0 0.00 1116.7 563.0 39.0 25.0 0 0 0 0.00 56 26 7 38.36 72.15 863 2569 -75 1005.6 507.0 0.00 1094.9 552.0 32.0 25.0 0 0 0 0.00 58 32 8 38.22 71.77 857 2506 -69 1001.7 505.0 0.00 1088.9 549.0 37.0 28.0 0 0 0 0.08 45 27 9 38.34 71.59 862 2476 -25 1085.0 547.0 0.00 1094.9 552.0 37.0 45.0 0 0 0 0.00 44 22 10 33.20 72.48 660 2624 -54 1081.0 545.0 0.00 1106.8 558.0 32.0 46.0 0 0 0 0.00 37 23 11 31.23 72.85 587 2687 -10 1090.9 550.0 0.00 1102.8 556.0 35.0 34.0 0 0 0 0.00 45 22 12 38.60 71.18 873 2410 9 1094.9 552.0 0.00 1077.0 543.0 31.0 36.0 0 0 0 0.00 60 24 13 35.03 72.07 730 2556 3 1096.9 553.0 0.00 1094.9 552.0 35.0 35.0 0 0 0 0.00 59 27 14 30.33 72.96 555 2706 -25 1094.9 552.0 0.00 1124.6 567.0 38.0 36.0 0 0 0 0.12 37 22 15 37.87 71.40 843 2445 27 1094.9 552.0 0.00 1063.1 536.0 33.0 36.0 0 0 0 0.04 26 16 16 38.84 71.34 883 2436 31 1092.9 551.0 0.00 1057.2 533.0 33.0 36.0 0 0 0 0.00 30 13 17 36.96 71.75 806 2503 -10 1094.9 552.0 0.00 1085.0 547.0 40.0 50.0 0 0 0 0.00 51 5 18 35.39 71.88 744 2524 -41 1086.9 548.0 0.00 1098.8 554.0 37.0 52.0 0 0 0 0.00 61 37 19 37.39 71.32 823 2432 -13 1104.8 557.0 0.00 1085.0 547.0 34.0 51.0 0 0 0 0.00 64 31 20 37.36 71.44 822 2452 19 1098.8 554.0 0.00 1090.9 550.0 41.0 36.0 0 0 0 0.00 59 34 21 36.20 71.84 776 2518 20 1088.9 549.0 0.00 1086.9 548.0 49.0 40.0 0 0 0 0.24 52 33 22 37.10 71.80 812 2511 29 1090.9 550.0 0.00 1086.9 548.0 64.0 52.0 0 0 0 0.71 36 28 23 38.17 71.49 855 2460 -8 1094.9 552.0 0.00 1077.0 543.0 46.0 59.0 0 0 0 0.08 30 26 24 38.85 71.33 883 2434 2 1094.9 552.0 0.00 1090.9 550.0 48.0 49.0 0 0 0 0.04 40 24 25 37.19 71.85 815 2519 17 1094.9 552.0 0.00 1098.8 554.0 59.0 49.0 0 0 0 0.12 43 32 26 38.92 71.33 886 2434 -14 1090.9 550.0 0.00 1090.9 550.0 52.0 59.0 0 0 0 0.00 49 33 27 37.66 71.87 834 2522 36 1086.9 548.0 0.00 1088.9 549.0 72.0 53.0 0 0 0 0.04 57 37 28 36.55 72.37 790 2606 40 1085.0 547.0 0.00 1100.8 555.0 96.0 68.0 0 0 0 0.63 50 31 29 39.06 72.91 892 2697 193 1085.0 547.0 0.00 1120.7 565.0 215.0 101.0 0 0 0 1.38 40 32 30 29.31 72.70 520 2662 -407 216.2 109.0 0.00 674.4 340.0 244.0 217.0 0 0 0 1.38 37 32 TOTAL CFS 15930.0 16261.0 1675.0 1438.0 0 TOTAL AF -384 213 -171 0.00 3322. 2852. 0 0 0 5.06 45 25 31596.7 32253.2 NOTE: USE FACTOR OF 1.98347 TO CONVERT CFS TO AF/DAY, 0.50417 TO CONVERT AF/DAY TO CFS FACTORS=2.066116 AND.483988 FOR 25 HR/DAY; 1.900825 AND .526087 FOR 23 HR/DAY 1 EAST PORTAL ADAMS TUNNEL MINUS WIND RIVER 1 PICK SLOAN MISSOURI BASIN PROGRAM UNITED STATES BUREAU OF RECLAMATION WESTERN DIVISION WATER AND POWER SYSTEM AS OF 05/07/99 WATER AND POWER CONTROL DIVISION TIME: 09:44:28 LOVELAND, COLORADO APRIL 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) 1 544.0 0.0 0.0 24.0 589.0 1168 549.0 24.0 573.0 1137 33 45.0 2 544.0 0.0 0.0 22.0 588.0 1166 565.0 24.0 589.0 1168 -2 44.0 3 542.0 0.0 0.0 21.0 574.0 1139 555.0 24.0 579.0 1148 -10 32.0 4 541.0 0.0 0.0 22.0 579.0 1148 545.0 24.0 569.0 1129 20 38.0 5 538.0 0.0 0.0 20.0 575.0 1140 486.0 24.0 510.0 1012 131 37.0 6 540.0 0.0 0.0 20.0 579.0 1148 563.0 25.0 588.0 1166 -18 39.0 7 507.0 0.0 0.0 21.0 539.0 1069 552.0 25.0 577.0 1144 -75 32.0 8 505.0 0.0 0.0 24.0 542.0 1075 549.0 28.0 577.0 1144 -69 37.0 9 547.0 0.0 0.0 24.0 584.0 1158 552.0 45.0 597.0 1184 -25 37.0 10 545.0 0.0 0.0 20.0 577.0 1144 558.0 46.0 604.0 1198 -54 32.0 11 550.0 0.0 0.0 21.0 585.0 1160 556.0 34.0 590.0 1170 -10 35.0 12 552.0 0.0 0.0 23.0 583.0 1156 543.0 36.0 579.0 1148 9 31.0 13 553.0 0.0 0.0 22.0 588.0 1166 552.0 35.0 587.0 1164 3 35.0 14 552.0 0.0 0.0 26.0 590.0 1170 567.0 36.0 603.0 1196 -25 38.0 15 552.0 0.0 0.0 24.0 585.0 1160 536.0 36.0 572.0 1135 27 33.0 16 551.0 0.0 0.0 21.0 584.0 1158 533.0 36.0 569.0 1129 31 33.0 17 552.0 0.0 0.0 23.0 592.0 1174 547.0 50.0 597.0 1184 -10 40.0 18 548.0 0.0 0.0 23.0 585.0 1160 554.0 52.0 606.0 1202 -41 37.0 19 557.0 0.0 0.0 24.0 591.0 1172 547.0 51.0 598.0 1186 -13 34.0 20 554.0 0.0 0.0 27.0 595.0 1180 550.0 36.0 586.0 1162 19 41.0 21 549.0 0.0 0.0 33.0 598.0 1186 548.0 40.0 588.0 1166 20 49.0 22 550.0 0.0 0.0 40.0 614.0 1218 548.0 52.0 600.0 1190 29 64.0 23 552.0 0.0 0.0 34.0 598.0 1186 543.0 59.0 602.0 1194 -8 46.0 24 552.0 0.0 0.0 41.0 600.0 1190 550.0 49.0 599.0 1188 2 48.0 25 552.0 0.0 0.0 43.0 611.0 1212 554.0 49.0 603.0 1196 17 59.0 26 550.0 0.0 0.0 41.0 602.0 1194 550.0 59.0 609.0 1208 -14 52.0 27 548.0 0.0 0.0 51.0 620.0 1230 549.0 53.0 602.0 1194 36 72.0 28 547.0 0.0 0.0 67.0 643.0 1275 555.0 68.0 623.0 1236 40 96.0 29 547.0 0.0 0.0 149.0 762.0 1511 565.0 101.0 666.0 1321 193 215.0 30 109.0 0.0 0.0 162.0 353.0 700 340.0 217.0 557.0 1105 -407 244.0 TOTAL CFS 15930.0 0.0 1113.0 17605.0 16261.0 1438.0 17699.0 1675.0 AF 31596.7 0.0 0.0 2207.6 34919.0 34913 32253.2 2852.2 35105.4 35104 -171 3322.3 NOTE: USE FACTOR OF 1.98347 TO CONVERT CFS TO AF/DAY, 0.50417 TO CONVERT AF/DAY TO CFS FACTORS=2.066116 AND.483988 FOR 25 HR/DAY; 1.900825 AND .526087 FOR 23 HR/DAY 1 EAST PORTAL ADAMS TUNNEL MINUS WIND RIVER 2 LAKE ESTES COMPUTED NATIVE INFLOW PLUS ADAMS TUNNEL 1 PICK SLOAN MISSOURI BASIN PROGRAM UNITED STATES BUREAU OF RECLAMATION WESTERN DIVISION WATER AND POWER SYSTEM AS OF 05/07/99 WATER AND POWER CONTROL DIVISION TIME: 09:44:28 LOVELAND, COLORADO APRIL 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 1296 482 88050 95479 1 69.4 1302 67.0 506 214.0 335.5 637.9 321.6 0.0 214.7 0.0 0.0 66.7 5737.51 88598 5396.20 95825 0 2 73.0 1562 65.6 451 207.0 335.5 617.0 311.1 0.0 214.7 0.0 0.0 67.1 5737.51 0 5396.35 96062 0 3 74.7 1700 70.0 632 208.0 335.5 620.0 312.6 0.0 214.7 0.0 0.0 69.2 5737.51 0 5396.40 96141 0 4 79.2 2103 67.7 534 200.0 335.0 597.1 301.0 0.0 214.5 0.0 0.0 68.7 5737.13 88197 5396.40 96141 0 5 78.0 1991 66.3 478 216.0 338.4 638.3 321.8 0.0 215.8 0.0 0.0 69.6 5739.62 90835 5396.57 96409 0 6 76.0 1811 67.1 510 210.0 339.1 619.2 312.2 0.0 216.0 0.0 0.0 66.8 5740.14 91385 5396.93 96979 0 7 75.3 1751 67.2 514 220.0 339.4 648.2 326.8 0.0 216.1 0.0 0.0 66.8 5740.35 91609 5397.21 97424 0 8 76.5 1855 64.0 392 209.0 340.5 613.9 309.5 0.0 216.5 0.0 0.0 65.4 5741.10 92411 5397.47 97838 0 9 76.2 1829 64.8 421 216.0 340.5 634.4 319.9 0.0 216.5 0.0 0.0 65.5 5741.10 0 5397.47 97838 0 10 75.7 1785 66.6 490 216.0 340.5 634.4 319.9 0.0 216.5 0.0 0.0 65.3 5741.10 0 5397.88 98492 0 11 75.7 1785 67.1 510 216.0 342.5 630.6 317.9 0.0 217.2 0.0 0.0 67.5 5742.57 93989 5398.03 98732 0 12 77.0 1900 64.0 392 177.0 343.2 515.7 260.0 0.0 217.4 0.0 0.0 66.5 5743.06 94517 5398.25 99084 0 13 76.8 1882 63.1 361 209.0 343.6 608.2 306.6 0.0 217.5 0.0 0.0 65.2 5743.35 94830 5398.41 99341 0 14 73.0 1562 66.7 494 202.0 343.9 587.4 296.1 0.0 217.6 0.0 0.0 65.1 5743.54 95035 5398.83 100016 0 15 70.1 1349 65.0 429 212.0 344.1 616.2 310.6 0.0 217.7 0.0 0.0 65.6 5743.65 95154 5399.23 100662 0 16 66.6 1126 66.6 490 198.0 344.1 575.5 290.1 0.0 217.7 0.0 0.0 66.3 5743.65 0 5399.51 101115 0 17 66.6 1126 67.8 538 211.0 344.1 613.2 309.2 0.0 217.7 0.0 0.0 66.8 5743.65 0 5399.76 101520 0 18 68.8 1263 69.5 610 210.0 344.8 609.0 307.0 0.0 217.9 0.0 0.0 68.5 5744.18 95727 5399.87 101699 0 19 73.2 1578 69.5 610 201.0 345.0 582.6 293.7 0.0 217.9 0.0 0.0 67.4 5744.32 95879 5399.71 101439 0 20 72.9 1554 64.8 421 209.0 345.2 605.5 305.3 0.0 218.0 0.0 0.0 67.3 5744.43 95998 5399.76 101520 0 21 71.4 1441 66.3 478 208.0 345.5 602.1 303.6 0.0 218.1 0.0 0.0 66.2 5744.62 96204 5400.07 102024 0 22 73.4 1593 66.5 486 209.0 346.0 604.1 304.6 0.0 218.2 0.0 0.0 66.3 5744.98 96595 5400.35 102480 0 23 74.0 1642 69.6 614 205.0 346.0 592.5 298.7 0.0 218.2 0.0 0.0 67.8 5744.98 0 5400.55 102806 0 24 78.2 2009 64.6 414 209.0 346.0 604.1 304.6 0.0 218.2 0.0 0.0 65.2 5744.98 0 5400.71 103068 0 25 78.6 2047 66.3 478 210.0 347.3 604.7 304.9 0.0 218.6 0.0 0.0 66.2 5745.88 97575 5400.96 103477 0 26 79.1 2094 65.1 432 210.0 347.6 604.1 304.6 0.0 218.7 0.0 0.0 66.6 5746.14 97858 5401.24 103936 0 27 78.2 2009 65.2 436 210.0 348.2 603.1 304.1 0.0 218.8 0.0 0.0 65.8 5746.52 98273 5401.55 104446 0 28 76.7 1873 68.2 555 192.0 349.0 550.2 277.4 0.0 219.0 0.0 0.0 66.0 5747.05 98853 5401.89 105006 0 29 78.8 2065 67.2 514 209.0 350.1 597.0 301.0 0.0 219.3 0.0 0.0 66.4 5747.82 99697 5402.75 106431 0 30 77.3 1927 67.5 526 201.0 350.8 572.9 288.8 0.0 219.5 0.0 0.0 69.3 5748.34 100269 5404.21 108871 0 TOTAL CFS 9145.1 TOTAL AF 631 44 6224.0 18139.118139.1 0.0 0.0 0.0 12219 13392 0 NOTE: USE FACTOR OF 1.98347 TO CONVERT CFS TO AF/DAY, 0.50417 TO CONVERT AF/DAY TO CFS FACTORS=2.066116 AND.483988 FOR 25 HR/DAY 1.900825 AND .526087 FOR 23 HR/DAY 1 PICK SLOAN MISSOURI BASIN PROGRAM UNITED STATES BUREAU OF RECLAMATION WESTERN DIVISION WATER AND POWER SYSTEM AS OF 05/07/99 WATER AND POWER CONTROL DIVISION TIME: 09:44:28 LOVELAND, COLORADO APRIL 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 0.00 175.90 2 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 105.00 3 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 57.00 4 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 29.30 5 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 188.70 6 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 286.30 7 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 223.00 8 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 202.10 9 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 194.00 10 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 194.00 11 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 189.00 12 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 186.00 13 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 212.00 14 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 314.00 15 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 308.00 16 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 261.00 17 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 175.00 18 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 106.00 19 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 50.00 20 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1995.00 0.00 171.00 21 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 232.70 22 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 153.00 23 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 131.00 24 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 133.00 25 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 182.00 26 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 224.00 27 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 253.00 28 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 264.00 29 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 301.00 30 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 427.00 TOTAL CFS 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1995.00 0.00 5928.00 TOTAL AF 0.00 0.00 0.00 0.00 0.00 0.00 0.00 3957.02 0.00 11758.01 ADJUSTMENT AF 23.30 TOTAL FLOW OR DELIVERY AF 11734.71 METERED DELIVERY AF 525.30 NOTE: AVERAGE DAILY CFS UNLESS NOTED OTHERWISE * TOTAL FLOW INCLUDES NON-CHARGE WATER 1 PICK SLOAN MISSOURI BASIN PROGRAM UNITED STATES BUREAU OF RECLAMATION WESTERN DIVISION WATER AND POWER SYSTEM AS OF 05/07/99 WATER AND POWER CONTROL DIVISION TIME: 09:44:28 LOVELAND, COLORADO APRIL 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) 17089.90 1 0.00 7.30 0.00 8.10 0.00 0.00 15.40 17120.70 2 0.00 11.00 0.00 7.00 0.00 0.00 18.00 17156.70 3 0.00 11.00 0.00 7.00 0.00 0.00 18.00 17192.70 4 0.00 10.50 0.00 6.70 0.00 0.00 17.20 17227.10 5 0.00 8.40 0.00 2.30 0.00 0.00 10.70 17248.50 6 0.00 7.00 0.00 4.70 0.00 0.00 11.70 17271.90 7 0.00 7.00 0.00 7.00 0.00 0.00 14.00 17299.90 8 0.00 7.00 0.00 8.90 0.00 0.00 15.90 17331.70 9 0.00 7.00 0.00 10.00 0.00 0.00 17.00 17365.70 10 0.00 7.00 0.00 10.00 0.00 0.00 17.00 17399.70 11 0.00 7.00 0.00 10.00 0.00 0.00 17.00 17433.70 12 0.00 7.00 0.00 10.00 0.00 0.00 17.00 17467.70 13 0.00 82.00 0.00 10.00 0.00 0.00 92.00 17651.70 14 0.00 158.30 0.00 10.00 0.00 0.00 168.30 17988.30 15 0.00 184.00 0.00 10.00 0.00 0.00 194.00 18376.30 16 0.00 184.00 0.00 10.00 0.00 0.00 194.00 18764.30 17 0.00 184.00 0.00 10.00 0.00 0.00 194.00 19152.30 18 0.00 184.00 0.00 10.00 0.00 0.00 194.00 19540.30 19 0.00 192.90 0.00 10.00 7.00 0.00 209.90 19960.10 20 0.00 202.00 0.00 10.00 14.00 0.00 226.00 20412.10 21 0.00 204.00 0.00 7.30 14.00 0.00 225.30 20862.70 22 0.00 204.00 0.00 6.00 8.50 0.00 218.50 21299.70 23 0.00 154.00 0.00 3.00 0.00 0.00 157.00 21613.70 24 0.00 129.00 0.00 0.00 0.00 0.00 129.00 21871.70 25 0.00 129.00 0.00 0.00 0.00 0.00 129.00 22129.70 26 0.00 129.00 0.00 0.00 0.00 0.00 129.00 22387.70 27 0.00 95.70 0.00 0.00 7.30 0.00 103.00 22593.70 28 0.00 45.70 0.00 0.00 12.50 0.00 58.20 22710.10 29 0.00 29.00 0.00 0.00 4.40 0.00 33.40 22776.90 30 0.00 29.00 0.00 0.00 0.00 0.00 29.00 22834.90 TOTAL CFS 0.00 2616.80 0.00 188.00 67.70 0.00 2872.50 TOTAL AF 0.00 5233.60 0.00 376.00 135.40 0.00 5745.00 22834.90 METERED DELIVERY AF 64.80 1261.20 23.30 0.00 0.00 1349.30 24184.20 TOTAL FLOW OR DELIVERY AF * 64.80 6494.80 0.00 399.30 135.40 0.00 7094.30 24184.20 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 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 0.17 0.00 7. 1. 0.00 0.00 36. 10. 0.12 0.00 0.28 0. 0.03 0. 2 0.02 0.00 7. 1. 0.15 0.20 36. 10. 0.08 0.35 0.00 0. 0.19 0. 3 0.00 0.00 7. 1. 0.01 0.03 36. 10. 0.00 0.00 0.00 0. 0.03 0. 4 0.01 0.40 7. 1. 0.01 0.00 36. 10. 0.00 0.00 0.07 0. 0.00 0. 5 0.00 0.00 7. 1. 0.00 0.00 36. 10. 0.00 0.00 0.00 0. 0.00 0. 6 0.00 0.00 7. 1. 0.00 0.00 36. 10. 0.00 0.00 0.00 14. 0.00 21. 7 0.06 0.00 7. 1. 0.00 0.00 36. 10. 0.00 0.00 0.00 13. 0.00 19. 8 0.00 0.00 7. 1. 0.02 0.38 36. 10. 0.08 0.00 0.00 18. 0.00 27. 9 0.00 0.00 6. 1. 0.00 0.00 36. 10. 0.00 0.00 0.00 12. 0.00 17. 10 0.00 0.00 6. 1. 0.00 0.07 35. 10. 0.00 0.00 0.00 10. 0.00 15. 11 0.00 0.00 6. 1. 0.00 0.00 35. 10. 0.00 0.00 0.00 10. 0.00 16. 12 0.00 0.00 6. 1. 0.00 0.00 35. 10. 0.00 0.00 0.00 10. 0.00 15. 13 0.03 0.00 6. 1. 0.00 0.00 35. 10. 0.00 0.00 0.10 5. 0.00 21. 14 0.09 0.14 6. 1. 0.00 0.01 35. 10. 0.12 0.09 0.12 0. 0.40 0. 15 0.06 0.00 6. 1. 0.00 0.02 35. 10. 0.04 0.00 0.00 10. 0.00 15. 16 0.00 0.00 6. 1. 0.03 0.08 35. 10. 0.00 0.12 0.00 5. 0.00 8. 17 0.00 0.00 6. 1. 0.00 0.00 35. 10. 0.00 0.00 0.00 11. 0.00 16. 18 0.00 0.00 6. 1. 0.00 0.00 35. 10. 0.00 0.00 0.00 13. 0.00 20. 19 0.00 0.00 6. 1. 0.00 0.00 35. 10. 0.00 0.00 0.00 13. 0.00 19. 20 0.03 0.21 6. 1. 0.00 0.00 35. 10. 0.00 0.00 0.00 11. 0.00 16. 21 0.10 0.17 6. 1. 0.00 0.05 35. 10. 0.24 0.00 1.11 -89. 0.10 4. 22 0.11 0.00 6. 1. 0.02 0.04 35. 10. 0.71 0.00 1.54 -22. 1.76 -64. 23 0.00 0.00 6. 1. 0.00 0.00 35. 10. 0.08 4.36 0.00 0. 0.83 0. 24 0.17 0.00 6. 1. 0.00 0.00 35. 10. 0.04 0.00 0.00 0. 0.00 0. 25 0.01 0.04 6. 1. 0.32 0.35 35. 10. 0.12 0.00 0.56 0. 0.73 0. 26 0.11 0.00 6. 1. 0.09 0.15 35. 10. 0.00 0.27 0.03 5. 0.00 11. 27 0.00 0.00 6. 1. 0.01 0.05 35. 10. 0.04 0.00 0.00 9. 0.00 13. 28 0.42 0.04 6. 1. 0.02 0.01 35. 10. 0.63 0.01 1.42 -114. 0.07 14. 29 0.20 0.00 6. 1. 0.06 0.05 35. 10. 1.38 0.00 1.70 -33. 1.74 -56. 30 0.23 0.00 6. 1. 0.04 0.06 35. 10. 1.38 4.38 2.00 -21. 2.41 -90. TOTALS 1.82 1.00 194. 38. 0.78 1.55 1059. 301. 5.06 9.58 8.93 -112. 8.29 76. 1 UPPER COLORADO RIVER DAILY DATA COLLECTION FOR APRIL 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) 1 130 26 50 29 0.00 14 7 190 144 50 20 0.00 2 299 26 41 21 0.15 49 10 245 151 34 18 0.00 3 161 26 31 14 0.01 41 9 155 152 33 12 0.00 4 153 26 37 5 0.01 40 8 199 154 35 17 0.40 5 122 26 40 5 0.00 35 8 156 153 42 17 0.00 6 147 26 50 12 0.00 32 7 154 151 53 21 0.00 7 141 26 56 17 0.00 33 7 173 200 61 26 0.00 8 200 26 53 22 0.02 41 8 167 248 44 17 0.00 9 139 26 42 10 0.00 24 9 133 220 45 20 0.00 10 154 26 36 16 0.00 56 8 154 151 38 12 0.00 11 118 26 46 5 0.00 35 7 155 152 51 28 0.00 12 165 26 55 21 0.00 42 8 112 152 62 25 0.00 13 193 26 53 22 0.00 45 7 189 204 59 34 0.00 14 186 26 51 28 0.00 42 8 183 252 41 16 0.14 15 143 25 37 14 0.00 41 8 125 254 29 16 0.00 16 204 25 25 13 0.03 35 9 176 256 31 10 0.00 17 110 25 46 -1 0.00 55 8 128 256 49 24 0.00 18 158 25 52 15 0.00 56 8 168 254 56 26 0.00 19 165 25 55 22 0.00 34 5 127 255 61 24 0.00 20 234 25 54 25 0.00 52 3 167 253 59 23 0.21 21 307 25 51 27 0.00 67 3 214 252 45 31 0.17 22 207 25 47 29 0.02 80 3 227 224 39 29 0.00 23 221 25 43 27 0.00 68 4 154 110 42 24 0.00 24 201 25 59 24 0.00 68 3 110 107 59 32 0.00 25 534 25 53 29 0.32 99 3 200 108 45 31 0.04 26 275 25 37 29 0.09 94 3 197 105 46 28 0.00 27 326 25 50 31 0.01 91 4 148 103 55 30 0.00 28 305 25 53 27 0.02 90 4 197 105 56 34 0.04 29 375 25 54 28 0.06 96 4 160 110 55 36 0.00 30 374 58 48 33 0.04 152 5 244 110 47 26 0.00