1 PICK SLOAN MISSOURI BASIN PROGRAM UNITED STATES BUREAU OF RECLAMATION WESTERN DIVISION WATER AND POWER SYSTEM AS OF 04/08/99 WATER AND POWER CONTROL DIVISION TIME: 09:13:28 LOVELAND, COLORADO MARCH 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) 230170 1 9009.19 229874 104 0 104 141 490 -296 194 97 0 97 0.07 45 18 0 54 2 9009.07 229520 104 0 104 141 490 -354 136 68 0 68 0.00 32 10 0 79 3 9008.95 229166 104 0 104 141 490 -354 136 68 0 68 0.00 46 9 0 56 4 9008.84 228843 104 0 104 141 490 -323 167 84 0 84 0.07 42 13 0 44 5 9008.73 228519 104 0 104 141 490 -324 166 83 0 83 0.16 23 11 0 50 6 9008.63 228225 104 0 104 141 490 -294 196 98 0 98 0.00 40 8 0 89 7 9008.53 227932 104 0 104 141 490 -293 197 99 0 99 0.05 45 10 0 42 8 9008.40 227551 104 0 104 141 490 -381 109 55 0 55 0.00 31 9 0 42 9 9008.34 227376 104 0 104 85 378 -175 203 102 0 102 0.12 42 15 0 42 10 9008.25 227113 104 0 104 100 408 -263 145 73 0 73 0.00 38 12 0 89 11 9008.13 226762 104 0 104 150 508 -351 157 79 0 79 0.09 43 14 0 89 12 9008.01 226412 104 0 104 155 518 -350 168 84 0 84 0.04 30 10 0 40 13 9007.88 226033 101 0 101 155 512 -379 133 67 0 67 0.00 38 8 0 44 14 9007.77 225713 101 0 101 155 512 -320 192 96 0 96 0.00 50 11 0 91 15 9007.64 225336 101 0 101 155 512 -377 135 68 0 68 0.00 55 18 0 42 16 9007.52 224988 101 0 101 155 512 -348 164 82 0 82 0.00 51 13 0 48 17 9007.38 224582 101 0 101 155 512 -406 106 53 0 53 0.00 52 15 0 84 18 9007.26 224235 101 0 101 155 512 -347 165 83 0 83 0.00 52 18 0 91 19 9007.15 223917 80 0 80 179 518 -318 200 100 0 100 0.00 53 17 0 114 20 9007.04 223600 72 0 72 181 506 -317 189 95 0 95 0.00 55 22 0 104 21 9006.93 223283 72 0 72 181 506 -317 189 95 0 95 0.00 54 18 0 102 22 9006.77 222822 72 0 72 247 638 -461 177 89 0 89 0.00 44 13 0 90 23 9006.61 222363 72 0 72 260 664 -459 205 103 0 103 0.00 52 18 0 91 24 9006.45 221904 72 0 72 260 664 -459 205 103 0 103 0.00 53 18 0 102 25 9006.29 221446 72 0 72 246 636 -458 178 89 0 89 0.00 58 24 0 104 26 9006.17 221103 59 0 59 241 600 -343 257 129 0 129 0.13 54 29 0 135 27 9006.07 220817 52 0 52 240 584 -286 298 149 0 149 0.15 41 8 0 137 28 9005.93 220418 52 0 52 240 584 -399 185 93 0 93 0.00 41 10 0 101 29 9005.80 220048 52 0 52 240 584 -370 214 107 0 107 0.00 55 17 0 94 30 9005.67 219678 50 0 50 240 580 -370 210 105 0 105 0.00 53 26 0 69 31 9005.53 219281 100 0 100 238 676 -397 279 140 0 140 0.00 50 23 0 51 TOTAL CFS 2731 0 2731 5541 2836 0 2836 2410 TOTAL AF -10889 5462 0 5462 11082 16544 -10889 5655 5655 0 5672 0.88 46 15 0 4820 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 04/08/99 WATER AND POWER CONTROL DIVISION TIME: 09:13:28 LOVELAND, COLORADO MARCH 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) 65639 1 7895.51 65478 239 0 239 474 -161 314 158 -7 0 151 0.00 48 21 940 2 7895.51 65478 182 0 182 361 0 362 183 -36 0 147 0.00 35 11 958 3 7895.58 65559 119 0 119 236 81 318 160 -36 0 124 0.00 48 30 932 4 7895.65 65639 107 0 107 212 80 293 148 -21 0 127 0.00 46 14 918 5 7895.73 65731 107 0 107 212 92 305 154 -21 0 133 0.00 26 11 903 6 7895.88 65903 106 0 106 210 172 383 193 -6 0 187 0.00 34 11 910 7 7895.95 65984 105 0 105 208 81 290 146 -6 0 140 0.26 41 23 910 8 7896.02 66064 105 0 105 208 80 289 146 -50 0 96 0.00 49 8 914 9 7896.09 66146 104 0 104 206 82 289 146 -3 0 143 0.09 45 23 899 10 7896.24 66320 105 0 105 208 174 383 193 -32 0 161 0.00 40 15 748 11 7896.39 66495 104 0 104 206 175 382 193 -26 0 167 0.00 43 20 785 12 7896.46 66576 103 0 103 204 81 286 144 -20 0 124 0.00 25 0 752 13 7896.53 66657 104 0 104 206 81 288 145 -35 0 110 0.00 42 9 745 14 7896.68 66832 103 0 103 204 175 380 192 -5 0 187 0.35 47 11 763 15 7896.75 66913 102 0 102 202 81 284 143 -34 0 109 0.00 53 17 781 16 7896.83 67006 102 0 102 202 93 296 149 -19 0 130 0.00 52 16 840 17 7896.97 67169 102 0 102 202 163 366 185 -48 0 137 0.00 52 20 827 18 7897.12 67346 102 0 102 202 177 380 192 -19 0 173 0.00 53 19 895 19 7897.27 67523 104 0 104 206 177 384 194 20 0 214 0.00 54 19 899 20 7897.39 67665 104 0 104 206 142 349 176 23 0 199 0.00 56 23 936 21 7897.51 67806 103 0 103 204 141 346 174 23 0 197 0.00 55 19 1010 22 7897.61 67924 102 0 102 202 118 321 162 17 0 179 0.00 50 16 1131 23 7897.71 68043 103 0 103 204 119 324 163 31 0 194 0.00 55 16 1230 24 7897.83 68184 103 0 103 204 141 346 174 31 0 205 0.00 57 19 1375 25 7897.95 68326 104 0 104 206 142 349 176 17 0 193 0.00 63 25 1356 26 7898.10 68505 103 0 103 204 179 384 194 70 0 264 0.00 57 28 1506 27 7898.24 68672 104 0 104 206 167 374 189 97 0 286 0.00 47 14 1633 28 7898.32 68768 104 0 104 206 96 303 153 41 0 194 0.20 46 13 1526 29 7898.39 68851 104 0 104 206 83 290 146 55 0 201 0.00 59 13 1273 30 7898.39 68851 119 0 119 236 0 237 119 55 0 174 0.00 62 22 1178 31 7898.39 68851 150 0 150 298 0 299 151 40 0 191 0.00 57 29 1153 TOTAL CFS 3508 0 3508 5141 96 0 5237 31626 TOTAL AF 3212 6951 0 6951 6951 3212 10194 10200 190 0 10390 0.90 48 17 62730 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 04/08/99 WATER AND POWER CONTROL DIVISION TIME: 09:13:28 LOVELAND, COLORADO MARCH 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) 8955 1 8124.35 8968 7 0 0 0 0 0 7 14 13 27 14 2 8124.40 8981 7 0 0 0 0 0 7 14 13 27 14 3 8124.48 9002 7 0 0 1 0 0 8 16 21 37 19 4 8124.54 9018 7 0 0 0 0 0 7 14 16 30 15 5 8124.59 9031 7 0 0 0 0 0 7 14 13 27 14 6 8124.65 9047 7 0 0 0 0 0 7 14 16 30 15 7 8124.72 9065 7 0 0 0 0 0 7 14 18 32 16 8 8124.79 9083 7 0 0 1 0 0 8 16 18 34 17 9 8124.86 9102 7 0 0 0 0 0 7 14 19 33 17 10 8124.92 9118 7 0 0 0 0 0 7 14 16 30 15 11 8124.97 9131 7 0 0 0 0 0 7 14 13 27 14 12 8125.04 9150 7 0 0 0 0 0 7 14 19 33 17 13 8125.10 9166 7 0 0 1 0 0 8 16 16 32 16 14 8125.17 9184 7 0 0 0 0 0 7 14 18 32 16 15 8125.24 9203 7 0 0 0 0 0 7 14 19 33 17 16 8125.32 9224 7 0 0 0 0 0 7 14 21 35 18 17 8125.38 9240 7 0 0 0 0 0 7 14 16 30 15 18 8125.52 9278 7 0 0 1 0 0 8 16 38 54 27 19 8125.66 9316 7 0 0 0 0 0 7 14 38 52 26 20 8125.83 9362 7 0 0 0 0 0 7 14 46 60 30 21 8126.02 9413 7 0 0 0 0 0 7 14 51 65 33 22 8126.21 9465 7 0 0 0 0 0 7 14 52 66 33 23 8126.40 9517 7 0 0 1 0 0 8 16 52 68 34 24 8126.58 9567 7 0 0 0 0 0 7 14 50 64 32 25 8126.83 9636 7 0 0 0 7 0 14 28 69 97 49 26 8127.03 9692 7 0 0 0 7 0 14 28 56 84 42 27 8127.31 9771 7 0 0 0 0 0 7 14 79 93 47 28 8127.48 9819 7 0 0 1 0 0 8 16 48 64 32 29 8126.62 9578 7 0 0 4 0 133 144 286 -241 45 23 30 8124.60 9034 7 0 0 2 0 304 313 621 -544 77 39 31 8122.79 8569 7 0 0 3 0 289 299 593 -465 128 65 TOTAL CFS 217 0 0 15 14 726 972 781 TOTAL AF -386 434 0 0 30 28 1440 1932 1932 -386 1546 1546 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 04/08/99 WATER AND POWER CONTROL DIVISION TIME: 09:13:28 LOVELAND, COLORADO MARCH 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 04/08/99 WATER AND POWER CONTROL DIVISION TIME: 09:13:28 LOVELAND, COLORADO MARCH 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 17794 1 8366.59 8366.77 17854 551 20 571 1133 60 1195 1224 -29 -15 0.00 0.00 43 8 2 8366.58 8366.77 17849 545 20 565 1121 -5 1118 1135 -17 -9 0.00 0.02 39 18 3 8366.57 8366.77 17844 546 20 566 1123 -5 1120 1129 -9 -5 0.00 0.00 44 4 4 8366.57 8366.77 17844 546 20 566 1123 0 1125 1081 44 22 0.00 0.00 44 23 5 8366.58 8366.76 17835 547 20 567 1125 -9 1118 1164 -46 -23 0.00 0.00 44 15 6 8366.61 8366.77 17865 547 20 567 1125 30 1157 1117 40 20 0.05 0.00 35 7 7 8366.60 8366.77 17860 547 20 567 1125 -5 1122 1059 63 32 0.00 0.00 49 5 8 8366.55 8366.73 17780 547 20 567 1125 -80 1047 1077 -30 -15 0.00 0.04 39 19 9 8366.54 8366.74 17789 546 20 566 1123 9 1134 1160 -26 -13 0.02 0.00 43 13 10 8366.53 8366.73 17770 547 20 567 1125 -19 1108 1091 17 9 0.03 0.06 43 13 11 8366.53 8366.72 17757 546 20 566 1123 -13 1112 1059 53 27 0.00 0.00 43 8 12 8366.54 8366.74 17789 546 20 566 1123 32 1157 1176 -19 -10 0.04 0.05 41 24 13 8366.53 8366.72 17757 549 20 569 1129 -32 1099 1075 24 12 0.00 0.00 40 10 14 8366.52 8366.71 17739 548 20 568 1127 -18 1111 1085 26 13 0.00 0.00 46 6 15 8366.51 8366.72 17747 546 20 566 1123 8 1133 1097 36 18 0.00 0.00 51 9 16 8366.56 8366.76 17825 545 20 565 1121 78 1201 1168 33 17 0.00 0.00 48 13 17 8366.58 8366.78 17862 546 20 566 1123 37 1162 1150 12 6 0.00 0.00 50 10 18 8366.60 8366.77 17860 546 20 566 1123 -2 1123 1131 -8 -4 0.00 0.00 51 14 19 8366.59 8366.75 17827 546 20 566 1123 -33 1092 1091 1 1 0.00 0.00 52 18 20 8366.57 8366.73 17790 547 20 567 1125 -37 1090 994 96 48 0.00 0.00 57 18 21 8366.54 8366.70 17736 546 20 566 1123 -54 1071 1004 67 34 0.00 0.00 49 20 22 8366.52 8366.70 17726 550 20 570 1131 -10 1123 1049 74 37 0.00 0.00 45 16 23 8366.56 8366.75 17812 550 20 570 1131 86 1219 1168 51 26 0.00 0.00 48 14 24 8366.57 8366.77 17844 551 20 571 1133 32 1167 1065 102 51 0.00 0.00 55 19 25 8366.59 8366.76 17840 552 20 572 1135 -4 1133 1039 94 47 0.00 0.00 58 18 26 8366.53 8366.70 17731 554 20 574 1139 -109 1032 885 147 74 0.00 0.00 52 24 27 8366.53 8366.68 17704 553 20 573 1137 -27 1112 958 154 78 0.24 0.32 46 31 28 8366.53 8366.68 17704 553 20 573 1137 0 1139 1087 52 26 0.00 0.00 41 13 29 8366.53 8366.70 17731 553 20 573 1137 27 1166 1063 103 52 0.00 0.00 52 10 30 8366.54 8366.71 17749 535 20 555 1101 18 1121 1010 111 56 0.00 0.00 52 16 31 8366.54 8366.69 17722 545 20 565 1121 -27 1096 994 102 51 0.00 0.00 50 26 TOTAL CFS 16976 620 17596 663 47 15 TOTAL AF -72 33671.4 1240 34913 34913 -72 34903 33585 1318 1322 0.38 0.49 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 04/08/99 WATER AND POWER CONTROL DIVISION TIME: 09:13:28 LOVELAND, COLORADO MARCH 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) 468682 1 8269.75 467590 617 20 0 6.6 643 1275 -1092 192 97 20 0 0 77 62 0 2 8269.59 466500 572 20 0 6.6 598 1186 -1090 105 53 20 0 0 33 24 0 3 8269.44 465479 569 20 0 6.6 595 1180 -1021 168 85 20 0 0 65 60 0 4 8269.28 464391 545 20 0 6.6 571 1133 -1088 54 27 20 0 0 7 29 0 5 8269.13 463372 587 20 0 6.6 613 1216 -1019 206 104 20 0 0 84 61 0 6 8268.98 462354 563 20 0 6.6 589 1168 -1018 159 80 20 0 0 60 80 0 7 8268.81 461202 534 20 0 6.6 560 1111 -1152 -31 -15 20 0 0 -35 -3 0 8 8268.68 460322 543 20 0 6.6 569 1129 -880 258 130 20 0 0 110 95 0 9 8268.53 459307 585 20 0 6.6 611 1212 -1015 206 104 20 0 0 84 71 0 10 8268.38 458294 550 20 0 6.6 576 1142 -1013 138 70 20 0 0 50 59 0 11 8268.23 457282 534 20 0 6.6 560 1111 -1012 108 54 20 0 0 34 61 0 12 8268.07 456203 593 20 0 6.6 619 1228 -1079 158 80 20 0 0 60 50 0 13 8267.93 455260 542 20 0 6.6 568 1127 -943 193 97 20 0 0 77 89 0 14 8267.77 454184 547 20 0 6.6 573 1137 -1076 70 35 20 0 0 15 28 0 15 8267.61 453109 553 20 0 6.6 579 1148 -1075 82 41 20 0 0 21 39 0 16 8267.44 451968 589 20 0 6.6 615 1220 -1141 88 44 20 0 0 24 41 0 17 8267.28 450896 580 20 0 6.6 606 1202 -1072 139 70 20 0 0 50 56 0 18 8267.13 449891 570 20 0 6.6 596 1182 -1005 186 94 20 0 0 74 70 0 19 8266.98 448861 550 20 0 6.6 576 1142 -1030 121 61 20 0 0 41 42 0 20 8266.84 447933 501 20 0 6.6 527 1045 -928 126 64 20 0 0 44 92 0 21 8266.71 447072 506 20 0 6.6 532 1055 -861 203 102 20 0 0 82 116 0 22 8266.57 446145 529 20 0 6.6 555 1101 -927 182 92 20 0 0 72 109 0 23 8266.41 445087 589 20 0 6.6 615 1220 -1058 170 86 20 0 0 66 92 0 24 8266.26 444097 537 20 0 6.6 563 1117 -990 135 68 20 0 0 48 99 0 25 8266.13 443239 524 20 0 6.6 550 1091 -858 241 122 20 0 0 102 149 0 26 8266.02 442514 446 20 0 6.6 472 936 -725 219 110 20 0 0 90 164 0 27 8265.94 441987 483 20 0 6.6 509 1010 -527 491 248 20 0 0 228 306 0 28 8265.79 441000 548 20 0 6.6 574 1139 -987 160 81 20 0 0 61 87 0 29 8265.68 440277 536 20 0 6.6 562 1115 -723 400 202 20 133 0 49 101 0 30 8265.64 440014 509 20 0 6.6 535 1061 -263 806 406 20 304 0 82 138 0 31 8265.59 439685 501 20 0 6.6 527 1045 -329 724 365 20 289 0 56 107 0 TOTAL CFS 16932 620 0 204.6 17738 3257 620 726 0 1911 2574 0 TOTAL AF -28997 33585 1240 0 405.8 35184 35184 -28997 6457 6457 1240 1440 0 3792 5105 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 04/08/99 WATER AND POWER CONTROL DIVISION TIME: 09:13:28 LOVELAND, COLORADO MARCH 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. 832 2508 1 35.14 72.18 734 2574 -32 1092.9 551.0 0.00 1124.6 567.0 25.0 25.0 0 0 0 0.00 53 32 2 35.41 72.08 745 2557 -6 1081.0 545.0 0.00 1090.9 550.0 29.0 27.0 0 0 0 0.00 40 21 3 38.72 71.26 878 2423 -1 1083.0 546.0 0.00 1088.9 549.0 29.0 27.0 0 0 0 0.00 48 21 4 32.40 72.62 630 2648 -23 1083.0 546.0 0.00 1122.6 566.0 36.0 28.0 0 0 0 0.04 40 27 5 32.89 72.49 648 2626 -4 1085.0 547.0 0.00 1102.8 556.0 33.0 26.0 0 0 0 0.00 28 21 6 36.15 71.89 774 2526 26 1085.0 547.0 0.00 1061.2 535.0 25.0 24.0 0 0 0 0.00 33 15 7 36.83 71.75 801 2503 4 1085.0 547.0 0.00 1090.9 550.0 30.0 25.0 0 0 0 0.00 50 14 8 36.15 71.99 774 2542 12 1085.0 547.0 0.00 1083.0 546.0 29.0 24.0 0 0 0 0.00 36 31 9 38.35 71.47 863 2457 4 1083.0 546.0 0.00 1085.0 547.0 28.0 25.0 0 0 0 0.04 48 30 10 39.23 71.21 899 2415 -6 1085.0 547.0 0.00 1092.9 551.0 26.0 25.0 0 0 0 0.00 41 27 11 35.67 72.04 755 2551 -8 1083.0 546.0 0.00 1102.8 556.0 31.0 25.0 0 0 0 0.08 41 23 12 36.24 71.95 777 2536 7 1083.0 546.0 0.00 1081.0 545.0 27.0 25.0 0 0 0 0.12 33 12 13 35.83 72.11 761 2562 10 1088.9 549.0 0.00 1085.0 547.0 28.0 25.0 0 0 0 0.00 47 6 14 38.39 71.50 864 2462 3 1086.9 548.0 0.00 1090.9 550.0 28.0 25.0 0 0 0 0.00 58 22 15 37.66 71.63 834 2483 -9 1083.0 546.0 0.00 1100.8 555.0 29.0 25.0 0 0 0 0.00 59 29 16 33.39 72.73 667 2667 17 1081.0 545.0 0.00 1092.9 551.0 39.0 25.0 0 0 0 0.00 56 30 17 36.34 71.98 781 2541 -12 1083.0 546.0 0.00 1096.9 553.0 27.0 26.0 0 0 0 0.00 44 24 18 36.35 71.84 782 2518 -22 1083.0 546.0 0.00 1081.0 545.0 30.0 42.0 0 0 0 0.00 51 19 19 32.92 70.58 649 2314 -337 1083.0 546.0 0.00 1071.1 540.0 28.0 203.0 0 0 0 0.00 53 21 20 32.89 68.31 648 1973 -342 1085.0 547.0 0.00 954.0 481.0 6.0 243.0 0 0 0 0.00 55 22 21 37.10 65.81 812 1647 -162 1083.0 546.0 0.00 767.6 387.0 5.0 245.0 0 0 0 0.00 60 26 22 38.79 65.54 881 1615 37 1090.9 550.0 0.00 662.5 334.0 33.0 231.0 0 0 0 0.00 49 27 23 38.35 66.04 863 1675 42 1090.9 550.0 0.00 654.5 330.0 31.0 230.0 0 0 0 0.00 53 20 24 38.07 66.20 851 1695 8 1092.9 551.0 0.00 694.2 350.0 33.0 230.0 0 0 0 0.00 53 23 25 39.49 65.77 910 1642 6 1094.9 552.0 0.00 694.2 350.0 29.0 228.0 0 0 0 0.00 57 22 26 38.79 68.02 881 1933 262 1098.8 554.0 0.00 771.6 389.0 51.0 85.0 0 0 0 0.00 59 29 27 34.45 71.27 707 2424 317 1096.9 553.0 0.00 829.1 418.0 50.0 27.0 0 0 0 0.04 48 32 28 38.75 71.53 879 2467 215 1096.9 553.0 0.00 898.5 453.0 33.0 26.0 0 0 0 0.00 45 22 29 39.30 71.49 902 2460 16 1096.9 553.0 0.00 1102.8 556.0 37.0 26.0 0 0 0 0.00 58 24 30 39.22 71.39 898 2444 -20 1061.2 535.0 0.00 1098.8 554.0 36.0 27.0 0 0 0 0.00 61 28 31 39.36 71.42 904 2449 11 1081.0 545.0 0.00 1096.9 553.0 38.0 25.0 0 0 0 0.00 58 41 TOTAL CFS 16976.0 15614.0 939.0 2300.0 0 TOTAL AF 72 -59 13 0.00 1862. 4562. 0 0 0 0.32 49 24 33671.4 30969.9 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 04/08/99 WATER AND POWER CONTROL DIVISION TIME: 09:13:28 LOVELAND, COLORADO MARCH 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) 1 551.0 0.0 0.0 15.0 576.0 1142 567.0 25.0 592.0 1174 -32 25.0 2 545.0 0.0 0.0 14.0 574.0 1139 550.0 27.0 577.0 1144 -6 29.0 3 546.0 0.0 0.0 14.0 575.0 1140 549.0 27.0 576.0 1142 -1 29.0 4 546.0 0.0 0.0 15.0 582.0 1154 566.0 28.0 594.0 1178 -23 36.0 5 547.0 0.0 0.0 13.0 580.0 1150 556.0 26.0 582.0 1154 -4 33.0 6 547.0 0.0 0.0 14.0 572.0 1135 535.0 24.0 559.0 1109 26 25.0 7 547.0 0.0 0.0 15.0 577.0 1144 550.0 25.0 575.0 1140 4 30.0 8 547.0 0.0 0.0 14.0 576.0 1142 546.0 24.0 570.0 1131 12 29.0 9 546.0 0.0 0.0 15.0 574.0 1139 547.0 25.0 572.0 1135 4 28.0 10 547.0 0.0 0.0 15.0 573.0 1137 551.0 25.0 576.0 1142 -6 26.0 11 546.0 0.0 0.0 14.0 577.0 1144 556.0 25.0 581.0 1152 -8 31.0 12 546.0 0.0 0.0 13.0 573.0 1137 545.0 25.0 570.0 1131 7 27.0 13 549.0 0.0 0.0 16.0 577.0 1144 547.0 25.0 572.0 1135 10 28.0 14 548.0 0.0 0.0 16.0 576.0 1142 550.0 25.0 575.0 1140 3 28.0 15 546.0 0.0 0.0 16.0 575.0 1140 555.0 25.0 580.0 1150 -9 29.0 16 545.0 0.0 0.0 16.0 584.0 1158 551.0 25.0 576.0 1142 17 39.0 17 546.0 0.0 0.0 15.0 573.0 1137 553.0 26.0 579.0 1148 -12 27.0 18 546.0 0.0 0.0 16.0 576.0 1142 545.0 42.0 587.0 1164 -22 30.0 19 546.0 0.0 0.0 17.0 574.0 1139 540.0 203.0 743.0 1474 -337 28.0 20 547.0 0.0 0.0 18.0 553.0 1097 481.0 243.0 724.0 1436 -342 6.0 21 546.0 0.0 0.0 20.0 551.0 1093 387.0 245.0 632.0 1254 -162 5.0 22 550.0 0.0 0.0 20.0 583.0 1156 334.0 231.0 565.0 1121 37 33.0 23 550.0 0.0 0.0 19.0 581.0 1152 330.0 230.0 560.0 1111 42 31.0 24 551.0 0.0 0.0 20.0 584.0 1158 350.0 230.0 580.0 1150 8 33.0 25 552.0 0.0 0.0 20.0 581.0 1152 350.0 228.0 578.0 1146 6 29.0 26 554.0 0.0 0.0 23.0 605.0 1200 389.0 85.0 474.0 940 262 51.0 27 553.0 0.0 0.0 26.0 603.0 1196 418.0 27.0 445.0 883 317 50.0 28 553.0 0.0 0.0 22.0 586.0 1162 453.0 26.0 479.0 950 215 33.0 29 553.0 0.0 0.0 20.0 590.0 1170 556.0 26.0 582.0 1154 16 37.0 30 535.0 0.0 0.0 21.0 571.0 1133 554.0 27.0 581.0 1152 -20 36.0 31 545.0 0.0 0.0 22.0 583.0 1156 553.0 25.0 578.0 1146 11 38.0 TOTAL CFS 16976.0 0.0 534.0 17915.0 15614.0 2300.0 17914.0 939.0 AF 33671.4 0.0 0.0 1059.2 35533.9 35530 30969.9 4562.0 35531.9 35528 13 1862.5 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 04/08/99 WATER AND POWER CONTROL DIVISION TIME: 09:13:28 LOVELAND, COLORADO MARCH 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 1909 486 68818 85900 1 76.6 1864 68.4 563 216.0 310.9 694.7 350.2 0.0 202.6 0.0 0.0 68.4 5718.66 69460 5389.99 86288 0 2 76.7 1873 67.2 514 216.0 311.8 692.7 349.2 0.0 203.1 0.0 0.0 68.1 5719.40 70183 5390.13 86496 0 3 76.3 1838 68.5 567 235.0 312.6 751.8 379.0 0.0 203.5 0.0 0.0 69.3 5719.99 70761 5390.21 86616 0 4 75.9 1802 70.0 632 221.0 313.4 705.1 355.5 0.0 204.1 0.0 0.0 68.3 5720.69 71437 5390.43 86946 0 5 77.7 1963 67.0 506 206.0 313.4 657.2 331.4 0.0 204.1 0.0 0.0 67.6 5720.69 0 5390.60 87201 0 6 76.0 1811 69.7 619 219.0 313.4 698.7 352.3 0.0 204.1 0.0 0.0 66.4 5720.69 0 5390.74 87412 0 7 77.9 1982 64.7 418 220.0 315.9 696.4 351.1 0.0 205.5 0.0 0.0 68.0 5722.66 73385 5390.91 87668 0 8 77.9 1982 65.3 440 205.0 316.7 647.3 326.4 0.0 205.9 0.0 0.0 66.7 5723.28 74001 5391.11 87970 0 9 77.6 1954 66.1 470 217.0 317.5 683.4 344.6 0.0 206.4 0.0 0.0 67.1 5723.94 74660 5391.22 88136 0 10 77.0 1900 67.9 542 218.0 318.4 684.7 345.2 0.0 206.8 0.0 0.0 66.8 5724.61 75330 5391.47 88514 0 11 76.9 1891 68.0 546 213.0 319.2 667.2 336.4 0.0 207.3 0.0 0.0 68.4 5725.28 76001 5391.61 88727 0 12 77.5 1945 65.6 451 220.0 319.2 689.1 347.4 0.0 207.3 0.0 0.0 67.0 5725.28 0 5391.87 89121 0 13 76.1 1820 68.5 567 216.0 319.2 676.6 341.1 0.0 207.3 0.0 0.0 67.4 5725.28 0 5392.09 89456 0 14 76.0 1811 69.0 588 216.0 321.7 671.4 338.5 0.0 208.6 0.0 0.0 67.4 5727.19 77927 5392.28 89746 0 15 75.5 1768 69.9 627 217.0 322.5 672.8 339.2 0.0 209.0 0.0 0.0 70.6 5727.83 78576 5392.37 89883 0 16 76.7 1873 68.3 559 216.0 323.4 668.0 336.8 0.0 209.4 0.0 0.0 67.4 5728.47 79226 5392.62 90265 0 17 77.7 1963 65.7 455 226.0 324.1 697.4 351.6 0.0 209.8 0.0 0.0 67.4 5729.02 79787 5392.76 90479 20 18 77.3 1927 67.3 518 216.0 324.9 664.8 335.2 0.0 210.2 0.0 0.0 66.4 5729.64 80420 5392.96 90786 31 19 77.1 1909 66.1 470 201.0 324.9 618.7 311.9 0.0 210.2 0.0 0.0 66.7 5729.64 0 5393.27 91262 0 20 75.5 1768 69.3 601 205.0 324.9 631.0 318.1 0.0 210.2 0.0 0.0 67.7 5729.64 0 5393.69 91909 0 21 74.8 1708 68.5 567 208.0 327.2 635.6 320.5 0.0 211.3 0.0 0.0 67.7 5731.41 82236 5394.05 92466 0 22 74.0 1642 67.2 514 231.0 328.0 704.2 355.0 0.0 211.6 0.0 0.0 66.5 5732.01 82855 5394.33 92900 0 23 71.4 1441 70.1 636 220.0 328.8 669.1 337.3 0.0 212.0 0.0 0.0 68.7 5732.60 83465 5394.52 93195 0 24 70.8 1398 70.8 667 208.0 329.5 631.2 318.2 0.0 212.3 0.0 0.0 68.4 5733.14 84025 5394.72 93506 0 25 73.0 1562 66.3 478 214.0 330.4 647.8 326.6 0.0 212.6 0.0 0.0 68.6 5733.74 84648 5394.97 93896 0 26 72.2 1500 65.9 463 211.0 330.4 638.7 322.0 0.0 212.6 0.0 0.0 67.5 5733.74 0 5395.17 94208 0 27 74.0 1642 60.0 260 216.0 330.4 653.8 329.6 0.0 212.6 0.0 0.0 68.5 5733.74 0 5395.31 94427 0 28 70.0 1343 69.6 614 216.0 332.6 649.5 327.4 0.0 213.6 0.0 0.0 67.9 5735.39 86369 5395.31 94427 0 29 74.6 1691 69.1 593 206.0 333.3 618.0 311.6 0.0 213.9 0.0 0.0 68.3 5735.95 86956 5395.31 94427 0 30 72.4 1515 64.8 421 213.0 334.2 637.4 321.3 0.0 214.2 0.0 0.0 65.1 5736.57 87608 5395.61 94897 0 31 69.3 1296 66.4 482 209.0 334.8 624.3 314.8 0.0 214.4 0.0 0.0 67.6 5736.99 88050 5395.98 95479 0 TOTAL CFS 10425.5 TOTAL AF -613 -4 6671.0 20678.620678.6 0.0 0.0 0.0 19232 9579 51 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 04/08/99 WATER AND POWER CONTROL DIVISION TIME: 09:13:28 LOVELAND, COLORADO MARCH 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 0.00 156.00 2 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 170.00 3 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 151.00 4 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 152.00 5 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 155.00 6 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 168.00 7 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 166.00 8 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 154.00 9 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 156.00 10 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 162.00 11 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 169.00 12 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 177.00 13 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 172.00 14 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 165.00 15 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 169.00 16 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 150.00 17 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 158.00 18 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 177.00 19 0.00 0.00 0.00 0.00 0.00 0.00 101.00 0.00 0.00 285.30 20 0.00 0.00 0.00 0.00 0.00 0.00 218.00 0.00 0.00 334.00 21 0.00 0.00 0.00 0.00 0.00 0.00 220.00 0.00 0.00 282.00 22 0.00 0.00 0.00 0.00 0.00 0.00 210.00 0.00 0.00 229.00 23 0.00 0.00 0.00 0.00 0.00 0.00 193.00 0.00 0.00 208.00 24 0.00 0.00 0.00 0.00 0.00 0.00 185.00 0.00 0.00 187.00 25 0.00 0.00 0.00 0.00 0.00 0.00 180.00 0.00 0.00 183.00 26 0.00 0.00 0.00 0.00 0.00 0.00 111.00 0.00 0.00 172.00 27 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 115.00 28 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 60.00 29 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 28.00 30 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 340.10 31 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 266.00 TOTAL CFS 0.00 0.00 0.00 0.00 0.00 0.00 1418.00 0.00 0.00 5616.40 TOTAL AF 0.00 0.00 0.00 0.00 0.00 0.00 2812.56 0.00 0.00 11139.96 ADJUSTMENT AF 21.50 TOTAL FLOW OR DELIVERY AF 11118.46 METERED DELIVERY AF 497.20 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 04/08/99 WATER AND POWER CONTROL DIVISION TIME: 09:13:28 LOVELAND, COLORADO MARCH 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) 13426.60 1 0.00 0.00 0.00 7.00 0.00 0.00 7.00 13440.60 2 0.00 0.00 0.00 7.00 0.00 0.00 7.00 13454.60 3 0.00 0.00 0.00 7.00 0.00 0.00 7.00 13468.60 4 0.00 0.00 0.00 7.00 0.00 0.00 7.00 13482.60 5 0.00 0.00 0.00 7.00 0.00 0.00 7.00 13496.60 6 0.00 0.00 0.00 7.00 0.00 0.00 7.00 13510.60 7 0.00 0.00 0.00 7.00 0.00 0.00 7.00 13524.60 8 0.00 0.00 0.00 7.00 0.00 0.00 7.00 13538.60 9 0.00 0.00 0.00 7.00 0.00 0.00 7.00 13552.60 10 0.00 0.00 0.00 7.00 0.00 0.00 7.00 13566.60 11 0.00 0.00 0.00 7.00 0.00 0.00 7.00 13580.60 12 0.00 0.00 0.00 7.00 0.00 0.00 7.00 13594.60 13 0.00 0.00 0.00 7.00 0.00 0.00 7.00 13608.60 14 0.00 0.00 0.00 7.00 0.00 0.00 7.00 13622.60 15 0.00 0.00 0.00 7.00 0.00 0.00 7.00 13636.60 16 0.00 0.00 0.00 7.00 0.00 0.00 7.00 13650.60 17 0.00 0.00 0.00 7.00 0.00 0.00 7.00 13664.60 18 0.00 0.00 0.00 7.00 0.00 0.00 7.00 13678.60 19 0.00 0.00 0.00 5.70 0.00 0.00 5.70 13690.00 20 0.00 0.00 0.00 5.00 0.00 0.00 5.00 13700.00 21 0.00 0.00 0.00 5.00 0.00 0.00 5.00 13710.00 22 0.00 0.00 0.00 5.00 0.00 0.00 5.00 13720.00 23 0.00 0.00 0.00 5.00 0.00 0.00 5.00 13730.00 24 0.00 0.00 0.00 5.00 0.00 0.00 5.00 13740.00 25 0.00 0.00 0.00 5.00 0.00 0.00 5.00 13750.00 26 0.00 0.00 0.00 5.00 0.00 0.00 5.00 13760.00 27 0.00 0.00 0.00 5.00 0.00 0.00 5.00 13770.00 28 0.00 0.00 0.00 5.00 0.00 0.00 5.00 13780.00 29 0.00 0.00 0.00 5.00 0.00 0.00 5.00 13790.00 30 0.00 0.00 0.00 7.90 0.00 0.00 7.90 13805.80 31 0.00 0.00 0.00 10.00 0.00 0.00 10.00 13825.80 TOTAL CFS 0.00 0.00 0.00 199.60 0.00 0.00 199.60 TOTAL AF 0.00 0.00 0.00 399.20 0.00 0.00 399.20 13825.80 METERED DELIVERY AF 2.80 1073.30 21.50 0.00 2166.50 3264.10 17089.90 TOTAL FLOW OR DELIVERY AF * 2.80 1073.30 0.00 420.70 0.00 2166.50 3663.30 17089.90 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 MARCH 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 0.07 0.00 2. 0. 0.00 0.00 9. 2. 0.00 0.00 0.00 0. 0.00 0. 2 0.00 0.00 2. 0. 0.00 0.02 9. 2. 0.00 0.00 0.00 0. 0.00 0. 3 0.00 0.00 2. 0. 0.00 0.00 9. 2. 0.00 0.00 0.00 0. 0.00 0. 4 0.07 0.00 2. 0. 0.00 0.00 9. 2. 0.04 0.00 0.22 0. 0.05 0. 5 0.16 0.00 2. 0. 0.00 0.00 9. 2. 0.00 0.22 0.00 0. 0.14 0. 6 0.00 0.00 2. 0. 0.05 0.00 9. 2. 0.00 0.00 0.00 0. 0.00 0. 7 0.05 0.26 2. 0. 0.00 0.00 9. 2. 0.00 0.00 0.00 0. 0.00 0. 8 0.00 0.00 2. 0. 0.00 0.04 9. 2. 0.00 0.00 0.00 0. 0.00 0. 9 0.12 0.09 2. 0. 0.02 0.00 9. 2. 0.04 0.00 0.00 0. 0.00 0. 10 0.00 0.00 2. 0. 0.03 0.06 9. 2. 0.00 0.00 0.00 0. 0.00 0. 11 0.09 0.00 2. 0. 0.00 0.00 9. 2. 0.08 0.00 0.12 0. 0.00 0. 12 0.04 0.00 2. 0. 0.04 0.05 9. 2. 0.12 0.25 0.00 0. 0.31 0. 13 0.00 0.00 2. 0. 0.00 0.00 9. 2. 0.00 0.00 0.00 0. 0.00 0. 14 0.00 0.35 2. 0. 0.00 0.00 9. 2. 0.00 0.00 0.17 0. 0.00 0. 15 0.00 0.00 2. 0. 0.00 0.00 9. 2. 0.00 0.04 0.00 0. 0.00 0. 16 0.00 0.00 2. 0. 0.00 0.00 9. 2. 0.00 0.00 0.00 0. 0.00 0. 17 0.00 0.00 2. 0. 0.00 0.00 9. 2. 0.00 0.00 0.00 0. 0.00 0. 18 0.00 0.00 2. 0. 0.00 0.00 9. 2. 0.00 0.00 0.00 0. 0.00 0. 19 0.00 0.00 2. 0. 0.00 0.00 9. 2. 0.00 0.00 0.00 0. 0.00 0. 20 0.00 0.00 2. 0. 0.00 0.00 9. 2. 0.00 0.00 0.00 0. 0.00 0. 21 0.00 0.00 2. 0. 0.00 0.00 9. 2. 0.00 0.00 0.00 0. 0.00 0. 22 0.00 0.00 2. 0. 0.00 0.00 9. 2. 0.00 0.00 0.00 0. 0.00 0. 23 0.00 0.00 2. 0. 0.00 0.00 9. 2. 0.00 0.00 0.00 0. 0.00 0. 24 0.00 0.00 2. 0. 0.00 0.00 9. 2. 0.00 0.00 0.00 0. 0.00 0. 25 0.00 0.00 2. 0. 0.00 0.00 9. 2. 0.00 0.00 0.00 0. 0.00 0. 26 0.13 0.00 2. 0. 0.00 0.00 9. 2. 0.00 0.00 0.00 0. 0.00 0. 27 0.15 0.00 2. 0. 0.24 0.32 9. 2. 0.04 0.00 0.00 0. 0.00 0. 28 0.00 0.20 2. 0. 0.00 0.00 9. 2. 0.00 0.00 0.00 0. 0.00 0. 29 0.00 0.00 2. 0. 0.00 0.00 9. 2. 0.00 0.00 0.00 0. 0.00 0. 30 0.00 0.00 2. 0. 0.00 0.00 9. 2. 0.00 0.00 0.00 0. 0.00 0. 31 0.00 0.00 2. 0. 0.00 0.00 9. 2. 0.00 0.00 0.00 0. 0.00 0. TOTALS 0.88 0.90 49. 11. 0.38 0.49 281. 77. 0.32 0.51 0.51 0. 0.50 0. 1 UPPER COLORADO RIVER DAILY DATA COLLECTION FOR MARCH 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 62 26 43 8 0.00 14 7 158 239 48 21 0.00 2 24 26 39 18 0.00 14 7 183 182 35 11 0.00 3 60 26 44 4 0.00 19 8 160 119 48 30 0.00 4 29 26 44 23 0.00 15 7 148 107 46 14 0.00 5 61 26 44 15 0.00 14 7 154 107 26 11 0.00 6 80 26 35 7 0.05 15 7 193 106 34 11 0.00 7 -3 26 49 5 0.00 16 7 146 105 41 23 0.26 8 95 26 39 19 0.00 17 8 146 105 49 8 0.00 9 71 26 43 13 0.02 17 7 146 104 45 23 0.09 10 59 26 43 13 0.03 15 7 193 105 40 15 0.00 11 61 26 43 8 0.00 14 7 193 104 43 20 0.00 12 50 26 41 24 0.04 17 7 144 103 25 0 0.00 13 89 26 40 10 0.00 16 8 145 104 42 9 0.00 14 28 26 46 6 0.00 16 7 192 103 47 11 0.35 15 39 26 51 9 0.00 17 7 143 102 53 17 0.00 16 41 26 48 13 0.00 18 7 149 102 52 16 0.00 17 56 26 50 10 0.00 15 7 185 102 52 20 0.00 18 70 26 51 14 0.00 27 8 192 102 53 19 0.00 19 42 26 52 18 0.00 26 7 194 104 54 19 0.00 20 92 26 57 18 0.00 30 7 176 104 56 23 0.00 21 116 26 49 20 0.00 33 7 174 103 55 19 0.00 22 109 26 45 16 0.00 33 7 162 102 50 16 0.00 23 92 26 48 14 0.00 34 8 163 103 55 16 0.00 24 99 26 55 19 0.00 32 7 174 103 57 19 0.00 25 149 26 58 18 0.00 49 7 176 104 63 25 0.00 26 164 26 52 24 0.00 42 7 194 103 57 28 0.00 27 306 26 46 31 0.24 47 7 189 104 47 14 0.00 28 87 26 41 13 0.00 32 8 153 104 46 13 0.20 29 101 26 52 10 0.00 23 11 146 104 59 13 0.00 30 138 26 52 16 0.00 39 9 119 119 62 22 0.00 31 107 26 50 26 0.00 65 10 151 150 57 29 0.00