1 PICK SLOAN MISSOURI BASIN PROGRAM UNITED STATES BUREAU OF RECLAMATION WESTERN DIVISION WATER AND POWER SYSTEM AS OF 02/14/02 WATER AND POWER CONTROL DIVISION TIME: 08:22:08 LOVELAND, COLORADO JANUARY 2002 EASTERN COLORADO PROJECTS DILLON RESERVOIR - COMPUTATION OF DAILY INFLOWS O U T F L O W GAIN LAKE TOTAL VALVES SPILL TOTAL ROBERTS TOTAL CHANGE COMPUTED COLO. UNDE- D I L L O N DILLON- TO IN SPGS. PLETED PREC TEMP EVAP GREEN DAY ELEV STORAGE RIVER TUNNEL OUTFLOW STORAGE INFLOW DEP INFLOW MTN (FEET) (AF) (CFS) (CFS) (CFS) (CFS) (AF) (AF) (AF) (CFS) (CFS) (CFS) (IN) MAX MIN (AF) (CFS) 212811 1 9003.14 212590 80 0 80 120 400 -221 179 90 0 90 0.00 24 -15 0 64 2 9003.05 212341 92 0 92 120 424 -249 175 88 0 88 0.00 22 -17 0 20 3 9002.96 212093 93 0 93 120 426 -248 178 89 0 89 0.00 33 -3 0 53 4 9002.87 211844 93 0 93 120 426 -249 177 89 0 89 0.04 33 -7 0 74 5 9002.78 211597 93 0 93 120 426 -247 179 90 0 90 0.07 25 -5 0 55 6 9002.71 211404 93 0 93 120 426 -193 233 117 0 117 0.02 26 16 0 51 7 9002.61 211129 93 0 93 120 426 -275 151 76 0 76 0.00 38 13 0 54 8 9002.52 210882 93 0 93 120 426 -247 179 90 0 90 0.00 51 15 0 82 9 9002.46 210717 93 0 93 120 426 -165 261 131 0 131 0.15 39 19 0 74 10 9002.37 210471 93 0 93 120 426 -246 180 90 0 90 0.00 30 -1 0 54 11 9002.26 210169 93 0 93 120 426 -302 124 62 0 62 0.00 30 1 0 59 12 9002.17 209923 89 3 92 120 424 -246 178 89 0 89 0.02 39 4 0 62 13 9002.09 209704 93 0 93 120 426 -219 207 104 0 104 0.00 23 -6 0 76 14 9002.01 209486 93 0 93 120 426 -218 208 104 0 104 0.00 36 -6 0 42 15 9001.92 209240 93 0 93 120 426 -246 180 90 0 90 0.03 35 1 0 45 16 9001.82 208968 93 0 93 120 426 -272 154 77 0 77 0.07 23 -1 0 85 17 9001.72 208695 93 0 93 125 436 -273 163 82 0 82 0.05 25 -4 0 70 18 9001.64 208478 93 0 93 122 430 -217 213 107 0 107 0.00 15 -15 0 65 19 9001.56 208260 93 0 93 122 430 -218 212 106 0 106 0.00 59 -12 0 52 20 9001.47 208016 93 0 93 122 430 -244 186 93 0 93 0.00 20 8 0 46 21 9001.38 207772 93 0 93 122 430 -244 186 93 0 93 0.00 38 10 0 53 22 9001.30 207555 76 0 76 122 396 -217 179 90 0 90 0.06 32 4 0 63 23 9001.20 207284 75 0 75 122 394 -271 123 62 0 62 0.00 14 -17 0 95 24 9001.13 207095 75 0 75 122 394 -189 205 103 0 103 0.00 22 -16 0 49 25 9001.05 206879 75 0 75 122 394 -216 178 89 0 89 0.00 42 3 0 59 26 9000.96 206636 75 0 75 122 394 -243 151 76 0 76 0.00 46 7 0 49 27 9000.88 206420 75 0 75 122 394 -216 178 89 0 89 0.00 43 10 0 73 28 9000.80 206204 75 0 75 122 394 -216 178 89 0 89 0.00 34 18 0 55 29 9000.72 205988 75 0 75 122 394 -216 178 89 0 89 0.03 24 -2 0 55 30 9000.64 205773 75 0 75 122 394 -215 179 90 0 90 0.00 24 -15 0 43 31 9000.55 205531 75 0 75 122 394 -242 152 76 0 76 0.00 13 -15 0 51 TOTAL CFS 2686 3 2689 3753 2810 0 2810 1828 TOTAL AF -7280 5372 6 5378 7506 12884 -7280 5604 5604 0 5620 0.54 31 0 0 3656 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 02/14/02 WATER AND POWER CONTROL DIVISION TIME: 08:22:08 LOVELAND, COLORADO JANUARY 2002 EASTERN COLORADO PROJECTS GREEN MOUNTAIN RESERVOIR - COMPUTATION OF DAILY INFLOWS O U T F L O W DEPLETIONS GREEN MOUNTAIN DOTSERO LAKE TOTAL TUR- BY- CHANGE COMPUTED COLO. UNDE- T O T A L IN DENVER PLETED PREC TEMP DAY ELEV STORAGE BINES PASS STORAGE INFLOW SPGS. INFLOW (FEET) (AF) (CFS) (CFS) (CFS) (AF) (AF) (AF) (CFS) (CFS) (CFS) (CFS) (IN) MAX MIN (CFS) 78676 1 7906.16 78610 177 0 177 351 -66 285 144 10 0 154 0.04 24 -17 726 2 7906.06 78478 179 0 179 355 -132 223 112 -5 0 107 0.00 14 -9 708 3 7905.99 78386 192 0 192 381 -92 289 146 -4 0 142 0.00 20 1 597 4 7905.94 78321 200 0 200 397 -65 332 167 -5 0 162 0.00 23 -2 663 5 7905.86 78216 201 0 201 399 -105 294 148 -4 0 144 0.00 25 18 704 6 7905.77 78099 203 0 203 403 -117 286 144 24 0 168 0.00 28 24 730 7 7905.69 77994 200 0 200 397 -105 292 147 -18 0 129 0.00 39 10 789 8 7905.65 77942 201 0 201 399 -52 347 175 -4 0 171 0.00 42 18 763 9 7905.60 77877 200 0 200 397 -65 332 167 38 0 205 0.08 42 20 767 10 7905.52 77772 200 0 200 397 -105 292 147 -3 0 144 0.00 36 3 771 11 7905.45 77681 198 0 198 393 -91 302 152 -31 0 121 0.00 23 2 736 12 7905.38 77589 200 0 200 397 -92 305 154 -3 0 151 0.00 36 19 726 13 7905.33 77524 202 0 202 401 -65 336 169 11 0 180 0.00 27 3 737 14 7905.23 77393 201 0 201 399 -131 268 135 11 0 146 0.00 36 4 686 15 7905.13 77263 203 0 203 403 -130 273 138 -3 0 135 0.00 34 4 687 16 7905.08 77197 211 0 211 419 -66 353 178 -16 0 162 0.00 24 8 737 17 7904.99 77080 222 0 222 440 -117 323 163 -12 0 151 0.00 25 -1 739 18 7904.89 76951 223 0 223 442 -129 313 158 14 0 172 0.00 9 -10 706 19 7904.77 76796 223 0 223 442 -155 287 145 13 0 158 0.00 21 1 659 20 7904.64 76628 224 0 224 444 -168 276 139 0 0 139 0.00 22 16 675 21 7904.52 76473 224 0 224 444 -155 289 146 0 0 146 0.21 36 18 755 22 7904.42 76344 204 0 204 405 -129 276 139 14 0 153 0.41 32 6 778 23 7904.42 76344 170 0 170 337 0 337 170 -14 0 156 0.00 20 -19 771 24 7904.35 76254 169 0 169 335 -90 245 124 28 0 152 0.00 25 -13 606 25 7904.30 76189 167 0 167 331 -65 266 134 14 0 148 0.00 35 20 576 26 7904.23 76099 169 0 169 335 -90 245 124 1 0 125 0.00 40 25 630 27 7904.20 76060 168 0 168 333 -39 294 148 14 0 162 0.00 47 32 709 28 7904.13 75970 175 0 175 347 -90 257 130 14 0 144 0.04 37 14 721 29 7904.06 75879 176 0 176 349 -91 258 130 14 0 144 0.26 24 9 702 30 7903.98 75776 170 0 170 337 -103 234 118 15 0 133 0.03 15 -19 715 31 7903.91 75687 171 0 171 339 -89 250 126 1 0 127 0.00 21 -14 656 TOTAL CFS 6023 0 6023 4517 114 0 4631 21925 TOTAL AF -2989 11948 0 11948 11948 -2989 8959 8962 228 0 9187 1.07 28 6 43486 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 02/14/02 WATER AND POWER CONTROL DIVISION TIME: 08:22:08 LOVELAND, COLORADO JANUARY 2002 EASTERN COLORADO PROJECTS WILLOW CREEK RESERVOIR - COMPUTATION OF DAILY INFLOWS O U T F L O W CHANGE LAKE TOTAL TO TO MC- BUNTE SEEP- CANAL TOTAL OUTFLOW IN COMPUTED INFLOW ELEV STORAGE RIVER QUEARY HIGHLINE AGE1/ PRIMING PUMPED STORAGE DAY (FEET) (AF) (CFS) (CFS) (CFS) (CFS) (CFS) (CFS) (CFS) (AF) (AF) (AF) (CFS) 7742 1 8119.39 7756 7 0 0 0 0 0 7 14 14 28 14 2 8119.43 7765 7 0 0 0 0 0 7 14 9 23 12 3 8119.47 7774 7 0 0 0 0 0 7 14 9 23 12 4 8119.51 7783 7 0 0 0 0 0 7 14 9 23 12 5 8119.56 7795 7 0 0 1 0 0 8 16 12 28 14 6 8119.61 7806 7 0 0 0 0 0 7 14 11 25 13 7 8119.66 7818 7 0 0 0 0 0 7 14 12 26 13 8 8119.72 7832 7 0 0 1 0 0 8 16 14 30 15 9 8119.78 7846 7 0 0 0 0 0 7 14 14 28 14 10 8119.83 7857 7 0 0 0 0 0 7 14 11 25 13 11 8119.88 7869 7 0 0 0 0 0 7 14 12 26 13 12 8119.93 7880 7 0 0 1 0 0 8 16 11 27 14 13 8119.96 7887 7 0 0 0 0 0 7 14 7 21 11 14 8120.02 7901 7 0 0 0 0 0 7 14 14 28 14 15 8120.06 7910 7 0 0 0 0 0 7 14 9 23 12 16 8120.11 7922 7 0 0 1 0 0 8 16 12 28 14 17 8120.16 7934 7 0 0 0 0 0 7 14 12 26 13 18 8120.21 7945 7 0 0 0 0 0 7 14 11 25 13 19 8120.25 7955 7 0 0 0 0 0 7 14 10 24 12 20 8120.30 7966 7 0 0 1 0 0 8 16 11 27 14 21 8120.33 7973 7 0 0 0 0 0 7 14 7 21 11 22 8120.39 7987 7 0 0 0 0 0 7 14 14 28 14 23 8120.42 7995 7 0 0 0 0 0 7 14 8 22 11 24 8120.47 8006 7 0 0 1 0 0 8 16 11 27 14 25 8120.51 8016 7 0 0 0 0 0 7 14 10 24 12 26 8120.54 8023 7 0 0 0 0 0 7 14 7 21 11 27 8120.58 8032 7 0 0 0 0 0 7 14 9 23 12 28 8120.63 8044 7 0 0 1 0 0 8 16 12 28 14 29 8120.67 8053 7 0 0 0 0 0 7 14 9 23 12 30 8120.73 8068 7 0 0 0 0 0 7 14 15 29 15 31 8120.77 8077 7 0 0 0 0 0 7 14 9 23 12 TOTAL CFS 217 0 0 7 0 0 224 400 TOTAL AF 335 434 0 0 14 0 0 448 448 335 783 783 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 02/14/02 WATER AND POWER CONTROL DIVISION TIME: 08:22:08 LOVELAND, COLORADO JANUARY 2002 EASTERN COLORADO PROJECTS WINDY GAP PROJECT DAILY FLOWS COLO R. FRASER R. PUMPED FROM COLO R. PRECIP ABOVE AT CONFLU. WINDY GAP BELOW AT W.GAP FRASER RESERVOIR W.GAP RESER. RESERVOIR DAY (CFS) (CFS) (CFS) (AF) (CFS) (IN) 1 0 0 0 0 0 0.00 2 0 0 0 0 0 0.00 3 0 0 0 0 0 0.00 4 0 0 0 0 0 0.00 5 0 0 0 0 0 0.00 6 0 0 0 0 0 0.00 7 0 0 0 0 0 0.00 8 0 0 0 0 0 0.00 9 0 0 0 0 0 0.00 10 0 0 0 0 0 0.00 11 0 0 0 0 0 0.00 12 0 0 0 0 0 0.00 13 0 0 0 0 0 0.00 14 0 0 0 0 0 0.00 15 0 0 0 0 0 0.00 16 0 0 0 0 0 0.00 17 0 0 0 0 0 0.00 18 0 0 0 0 0 0.00 19 0 0 0 0 0 0.00 20 0 0 0 0 0 0.00 21 0 0 0 0 0 0.00 22 0 0 0 0 0 0.00 23 0 0 0 0 0 0.00 24 0 0 0 0 0 0.00 25 0 0 0 0 0 0.00 26 0 0 0 0 0 0.00 27 0 0 0 0 0 0.00 28 0 0 0 0 0 0.00 29 0 0 0 0 0 0.00 30 0 0 0 0 0 0.00 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 02/14/02 WATER AND POWER CONTROL DIVISION TIME: 08:22:08 LOVELAND, COLORADO JANUARY 2002 EASTERN COLORADO PROJECTS GRAND LAKE - SHADOW MOUNTAIN RESERVOIRS - COMPUTATION OF DAILY INFLOWS O U T F L O W C O M P U T E D I N F L O W ELEVATION ADAMS CHANGE PUMPED TO G R A N D L A K E GRAND SHADOW TOTAL TUNNEL BY TOTAL OUTFLOW IN TOTAL FROM GL. - SM. P R E C TEMP DAY LAKE MTN STORAGE E.P.1 PASS STORAGE GRANBY 6SSW 1NW 6SSW (FEET) (FEET) (AF) (CFS) (CFS) (CFS) (AF) (AF) (AF) (AF) (AF) (CFS) (IN) (IN) MAX MIN 17746 1 8366.61 8366.72 17798 554 45 599 1188 52 1240 1148 92 46 0.02 0.08 25 6 2 8366.59 8366.73 17800 551 45 596 1182 2 1184 1140 44 22 0.00 0.00 24 -21 3 8366.55 8366.71 17754 551 30 581 1152 -46 1106 1063 43 22 0.00 0.00 24 -17 4 8366.56 8366.71 17759 553 20 573 1137 5 1142 1093 49 25 0.02 0.03 21 3 5 8366.61 8366.75 17838 549 20 569 1129 79 1208 1075 133 67 0.02 0.04 21 -2 6 8366.65 8366.71 17805 251 20 271 538 -33 505 407 98 49 0.02 0.10 24 17 7 8366.60 8366.74 17820 478 20 498 988 15 1003 1029 -26 -13 0.06 0.13 35 22 8 8366.56 8366.72 17772 549 20 569 1129 -48 1081 1083 -2 -1 0.00 0.00 34 7 9 8366.56 8366.69 17732 547 20 567 1125 -40 1085 1031 54 27 0.03 0.10 37 13 10 8366.56 8366.73 17785 551 20 571 1133 53 1186 1123 63 32 0.30 0.05 36 13 11 8366.58 8366.74 17809 554 20 574 1139 24 1163 1091 72 36 0.00 0.00 24 -7 12 8366.58 8366.65 17689 533 20 553 1097 -120 977 912 65 33 0.00 0.00 25 -8 13 8366.67 8366.76 17881 249 20 269 534 192 726 684 42 21 0.00 0.00 28 13 14 8366.60 8366.75 17833 442 20 462 916 -48 868 899 -31 -16 0.00 0.00 23 -8 15 8366.62 8366.73 17816 503 20 523 1037 -17 1020 968 52 26 0.00 0.00 31 -9 16 8366.60 8366.75 17833 505 20 525 1041 17 1058 966 92 46 0.00 0.00 30 4 17 8366.60 8366.75 17833 508 20 528 1047 0 1047 982 65 33 0.09 0.07 21 7 18 8366.60 8366.74 17820 520 20 540 1071 -13 1058 1000 58 29 0.01 0.00 16 -3 19 8366.65 8366.73 17831 527 20 547 1085 11 1096 1018 78 39 0.00 0.00 17 -17 20 8366.67 8366.74 17855 252 20 272 540 24 564 549 15 8 0.00 0.02 20 -11 21 8366.60 8366.74 17820 443 20 463 918 -35 883 857 26 13 0.00 0.00 35 14 22 8366.56 8366.71 17759 487 20 507 1006 -61 945 918 27 14 0.00 0.02 30 3 23 8366.57 8366.71 17764 555 20 575 1140 5 1145 1085 60 30 0.11 0.30 24 4 24 8366.61 8366.74 17825 542 20 562 1115 61 1176 1083 93 47 0.00 0.01 12 -20 25 8366.55 8366.69 17727 510 20 530 1051 -98 953 918 35 18 0.00 0.00 25 -16 26 8366.70 8366.79 17937 487 20 507 1006 210 1216 1115 101 51 0.00 0.00 43 -9 27 8366.63 8366.71 17795 254 20 274 543 -142 401 407 -6 -3 0.00 0.00 44 0 28 8366.60 8366.75 17833 452 20 472 936 38 974 934 40 20 0.00 0.00 36 3 29 8366.59 8366.74 17814 502 20 522 1035 -19 1016 916 100 50 0.03 0.11 29 15 30 8366.60 8366.73 17806 502 20 522 1035 -8 1027 1000 27 14 0.04 0.18 20 3 31 8366.58 8366.72 17782 506 20 526 1043 -24 1019 1000 19 10 0.05 0.02 13 -24 TOTAL CFS 14967 680 15647 795 27 0 TOTAL AF 36 29686.6 1358 31036 31036 36 31072 29494 1578 1578 0.80 1.26 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 02/14/02 WATER AND POWER CONTROL DIVISION TIME: 08:22:08 LOVELAND, COLORADO JANUARY 2002 EASTERN COLORADO PROJECTS GRANBY RESERVOIR - COMPUTATION OF DAILY INFLOWS O U T F L O W C O M P U T E D I N F L O W CHANGE NATURAL LAKE TOTAL PUMPED SPILL SEEP TOTAL OUTFLOW IN TOTAL INFLOW FROM FROM FROM TO INFLOW YMCA ELEV STORAGE TO SM VALVES WAY AGE STORAGE SM W.CR W.GAP GRANBY GR-GL-SM GAGE DAY (FEET) (AF) (CFS) (CFS) (CFS) (CFS) (CFS) (AF) (AF) (AF) (CFS) (CFS) (CFS) (CFS) (CFS) (CFS) (CFS) 317495 1 8245.34 316483 579 20 0 3.0 602 1194 -1012 182 92 45 0 0 47 93 0 2 8245.15 315417 575 20 0 3.0 598 1186 -1066 120 61 45 0 0 16 38 0 3 8244.97 314409 536 20 0 3.0 559 1109 -1008 101 51 30 0 0 21 43 0 4 8244.78 313346 551 20 0 3.0 574 1139 -1063 76 38 20 0 0 18 43 0 5 8244.58 312230 542 20 0 3.0 565 1121 -1116 5 3 20 0 0 -17 50 0 6 8244.51 311840 205 20 0 3.0 228 452 -390 62 31 20 0 0 11 60 0 7 8244.36 311004 519 20 0 3.0 542 1075 -836 239 120 20 0 0 100 87 0 8 8244.19 310059 546 20 0 3.0 569 1129 -945 184 93 20 0 0 73 72 0 9 8244.00 309004 520 20 0 3.0 543 1077 -1055 22 11 20 0 0 -9 18 0 10 8243.82 308007 566 20 0 3.0 589 1168 -997 171 86 20 0 0 66 98 0 11 8243.63 306956 550 20 0 3.0 573 1137 -1051 86 43 20 0 0 23 59 0 12 8243.47 306072 460 20 0 3.0 483 958 -884 74 37 20 0 0 17 50 0 13 8243.35 305410 345 20 0 3.0 368 730 -662 68 34 20 0 0 14 35 0 14 8243.22 304694 453 20 0 3.0 476 944 -716 228 115 20 0 0 95 79 0 15 8243.04 303704 488 20 0 3.0 511 1014 -990 24 12 20 0 0 -8 18 0 16 8242.86 302716 487 20 0 3.0 510 1012 -988 24 12 20 0 0 -8 38 0 17 8242.69 301784 495 20 0 3.0 518 1027 -932 95 48 20 0 0 28 61 0 18 8242.51 300799 504 20 0 3.0 527 1045 -985 60 30 20 0 0 10 39 0 19 8242.34 299870 513 20 0 3.0 536 1063 -929 134 68 20 0 0 48 87 0 20 8242.25 299379 277 20 0 3.0 300 595 -491 104 52 20 0 0 32 40 0 21 8242.09 298507 432 20 0 3.0 455 902 -872 30 15 20 0 0 -5 8 0 22 8241.94 297691 463 20 0 3.0 486 964 -816 148 75 20 0 0 55 69 0 23 8241.76 296713 547 20 0 3.0 570 1131 -978 153 77 20 0 0 57 87 0 24 8241.57 295682 546 20 0 3.0 569 1129 -1031 98 49 20 0 0 29 76 0 25 8241.39 294708 463 20 0 3.0 486 964 -974 -10 -4 20 0 0 -24 -6 0 26 8241.19 293627 562 20 0 3.0 585 1160 -1081 79 40 20 0 0 20 71 0 27 8241.13 293303 205 20 0 3.0 228 452 -324 128 65 20 0 0 45 42 0 28 8240.95 292333 471 20 0 3.0 494 980 -970 10 5 20 0 0 -15 5 0 29 8240.78 291418 462 20 0 3.0 485 962 -915 47 24 20 0 0 4 54 0 30 8240.63 290612 504 20 0 3.0 527 1045 -806 239 120 20 0 0 100 114 0 31 8240.45 289646 504 20 0 3.0 527 1045 -966 79 40 20 0 0 20 30 0 TOTAL CFS 14870 620 0 93.0 15583 1543 680 0 0 863 1658 0 TOTAL AF -27849 29494 1240 0 184.5 30909 30909 -27849 3060 3060 1358 0 0 1712 3288 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 02/14/02 WATER AND POWER CONTROL DIVISION TIME: 08:22:08 LOVELAND, COLORADO JANUARY 2002 EASTERN COLORADO PROJECTS MARYS AND ESTES WATER REGULATION BIG THOMPSON RIVER S T O R A G E LAKE E S T E S ELVATION TOTAL ESTES B Y P A S S CHANGE WIND O L Y M P U S COM- P A R K IN ADAMS RIVER PUTED MARYS ESTES MARYS LAKE MARYS LAKE STOR- TUNNEL DIVER- T U N N E L NATIVE BELOW SKIM POWER POWER PREC TEMP LAKE ESTES LAKE ESTES AGE 1 SION INFLOW PLANT PLANT DAY (FT) (FT) (AF) (AF) (AF) (AF) (CFS) (CFS) (AF) (CFS) (CFS) (CFS) (CFS) (AF) (AF) (IN) (MAX) (MIN) +8000. +7400. 671 2549 1 35.44 71.66 746 2488 14 1098.8 554.0 0.00 1079.0 544.0 19.0 22.0 0 0 0 0.00 27 2 2 33.50 72.17 671 2572 9 1092.9 551.0 0.00 1092.9 551.0 26.0 22.0 0 0 0 0.00 39 -11 3 35.75 71.66 758 2488 3 1092.9 551.0 0.00 1090.9 550.0 22.0 22.0 0 0 0 0.00 43 32 4 36.40 71.51 784 2463 1 1096.9 553.0 0.00 1090.9 550.0 19.0 22.0 0 0 0 0.00 37 22 5 37.95 71.50 846 2462 61 1088.9 549.0 0.00 1039.3 524.0 27.0 22.0 0 0 0 0.00 34 18 6 32.46 72.77 632 2673 -3 497.9 251.0 0.00 499.8 252.0 21.0 22.0 0 0 0 0.00 37 28 7 36.54 71.63 789 2483 -33 948.1 478.0 0.00 975.9 492.0 19.0 22.0 0 0 0 0.00 48 38 8 35.37 71.91 743 2529 0 1088.9 549.0 0.00 1098.8 554.0 27.0 22.0 0 0 0 0.00 54 42 9 32.22 72.72 623 2665 16 1085.0 547.0 0.00 1090.9 550.0 35.0 24.0 0 0 0 0.00 47 32 10 36.10 71.82 772 2514 -2 1092.9 551.0 0.00 1088.9 549.0 20.0 23.0 0 0 0 0.20 44 14 11 37.62 71.55 833 2470 17 1098.8 554.0 0.00 1086.9 548.0 25.0 23.0 0 0 0 0.00 44 14 12 36.81 71.97 800 2539 36 1057.2 533.0 0.00 1041.3 525.0 33.0 23.0 0 0 0 0.00 45 14 13 31.65 73.04 602 2720 -17 493.9 249.0 0.00 497.9 251.0 15.0 22.0 0 0 0 0.00 32 22 14 34.77 72.31 720 2596 -6 876.7 442.0 0.00 892.6 450.0 26.0 21.0 0 0 0 0.00 32 9 15 34.69 72.40 716 2611 11 997.7 503.0 0.00 995.7 502.0 27.0 23.0 0 0 0 0.00 38 9 16 34.92 72.40 725 2611 9 1001.7 505.0 0.00 997.7 503.0 25.0 23.0 0 0 0 0.00 32 11 17 36.94 71.92 805 2531 0 1007.6 508.0 0.00 995.7 502.0 17.0 23.0 0 0 0 0.00 26 6 18 38.25 71.54 858 2468 -10 1031.4 520.0 0.00 1025.5 517.0 14.0 22.0 0 0 0 0.00 23 12 19 36.69 71.67 795 2490 -41 1045.3 527.0 0.00 1079.0 544.0 18.0 22.0 0 0 0 0.00 34 11 20 32.59 71.99 637 2542 -106 499.8 252.0 0.00 591.1 298.0 14.0 21.0 0 0 0 0.00 25 18 21 37.06 70.59 810 2315 -54 878.7 443.0 0.00 906.4 457.0 8.0 21.0 0 0 0 0.00 39 23 22 34.79 71.51 720 2463 58 965.9 487.0 0.00 918.3 463.0 28.0 23.0 0 0 0 0.00 37 22 23 39.13 70.97 895 2376 88 1100.8 555.0 0.00 993.7 501.0 13.0 23.0 0 0 0 0.00 24 8 24 38.72 71.56 878 2471 78 1075.0 542.0 0.00 993.7 501.0 21.0 23.0 0 0 0 0.00 44 12 25 37.69 71.83 836 2516 3 1011.6 510.0 0.00 1005.6 507.0 20.0 22.0 0 0 0 0.00 44 28 26 34.70 72.53 717 2633 -2 965.9 487.0 0.00 958.0 483.0 17.0 22.0 0 0 0 0.00 52 36 27 31.75 73.08 606 2726 -18 503.8 254.0 0.00 495.9 250.0 9.0 22.0 0 0 0 0.00 49 27 28 36.68 71.81 795 2513 -24 896.5 452.0 0.00 894.5 451.0 9.0 22.0 0 0 0 0.00 41 31 29 36.30 71.89 780 2526 -2 995.7 502.0 0.00 991.7 500.0 19.0 22.0 0 0 0 0.00 34 13 30 37.42 71.54 825 2468 -13 995.7 502.0 0.00 993.7 501.0 14.0 22.0 0 0 0 0.04 25 6 31 35.06 72.15 731 2569 7 1003.6 506.0 0.00 985.8 497.0 17.0 23.0 0 25 0 0.00 22 -7 TOTAL CFS 14967.0 14867.0 624.0 691.0 0 TOTAL AF 60 20 80 0.00 1238. 1371. 0 25 0 0.24 37 17 29686.6 29488.2 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 02/14/02 WATER AND POWER CONTROL DIVISION TIME: 08:22:08 LOVELAND, COLORADO JANUARY 2002 EASTERN COLORADO PROJECTS MARYS LAKE & LAKE ESTES INFLOW/OUTFLOW REGULATION G A U G E D F L O W ESTES & LAKE BIG BIG MARYS ESTES THOMP- THOMP- TOTAL COM- SON SON CHANGE PUTED ADAMS WIND FISH RIVER T O T A L OLYMPUS RIVER T O T A L IN NATIVE TUNNEL RIVER CREEK ABOVE I N F L O W TUNNEL BELOW O U T F L O W STORAGE INFLOW 1 2 DAY (CFS) (CFS) (CFS) (CFS) (CFS) (AF) (CFS) (CFS) (CFS) (AF) (AF) (CFS) 1 554.0 0.0 0.0 10.0 573.0 1137 544.0 22.0 566.0 1123 14 19.0 2 551.0 0.0 0.0 10.0 577.0 1144 551.0 22.0 573.0 1137 9 26.0 3 551.0 0.0 0.0 10.0 573.0 1137 550.0 22.0 572.0 1135 3 22.0 4 553.0 0.0 0.0 10.0 572.0 1135 550.0 22.0 572.0 1135 1 19.0 5 549.0 0.0 0.0 10.0 576.0 1142 524.0 22.0 546.0 1083 61 27.0 6 251.0 0.0 0.0 10.0 272.0 540 252.0 22.0 274.0 543 -3 21.0 7 478.0 0.0 0.0 10.0 497.0 986 492.0 22.0 514.0 1020 -33 19.0 8 549.0 0.0 0.0 10.0 576.0 1142 554.0 22.0 576.0 1142 0 27.0 9 547.0 0.0 0.0 10.0 582.0 1154 550.0 24.0 574.0 1139 16 35.0 10 551.0 0.0 0.0 10.0 571.0 1133 549.0 23.0 572.0 1135 -2 20.0 11 554.0 0.0 0.0 10.0 579.0 1148 548.0 23.0 571.0 1133 17 25.0 12 533.0 0.0 0.0 10.0 566.0 1123 525.0 23.0 548.0 1087 36 33.0 13 249.0 0.0 0.0 10.0 264.0 524 251.0 22.0 273.0 541 -17 15.0 14 442.0 0.0 0.0 10.0 468.0 928 450.0 21.0 471.0 934 -6 26.0 15 503.0 0.0 0.0 10.0 530.0 1051 502.0 23.0 525.0 1041 11 27.0 16 505.0 0.0 0.0 10.0 530.0 1051 503.0 23.0 526.0 1043 9 25.0 17 508.0 0.0 0.0 10.0 525.0 1041 502.0 23.0 525.0 1041 0 17.0 18 520.0 0.0 0.0 10.0 534.0 1059 517.0 22.0 539.0 1069 -10 14.0 19 527.0 0.0 0.0 10.0 545.0 1081 544.0 22.0 566.0 1123 -41 18.0 20 252.0 0.0 0.0 10.0 266.0 528 298.0 21.0 319.0 633 -106 14.0 21 443.0 0.0 0.0 10.0 451.0 895 457.0 21.0 478.0 948 -54 8.0 22 487.0 0.0 0.0 10.0 515.0 1021 463.0 23.0 486.0 964 58 28.0 23 555.0 0.0 0.0 10.0 568.0 1127 501.0 23.0 524.0 1039 88 13.0 24 542.0 0.0 0.0 10.0 563.0 1117 501.0 23.0 524.0 1039 78 21.0 25 510.0 0.0 0.0 10.0 530.0 1051 507.0 22.0 529.0 1049 3 20.0 26 487.0 0.0 0.0 10.0 504.0 1000 483.0 22.0 505.0 1002 -2 17.0 27 254.0 0.0 0.0 10.0 263.0 522 250.0 22.0 272.0 540 -18 9.0 28 452.0 0.0 0.0 10.0 461.0 914 451.0 22.0 473.0 938 -24 9.0 29 502.0 0.0 0.0 10.0 521.0 1033 500.0 22.0 522.0 1035 -2 19.0 30 502.0 0.0 0.0 10.0 516.0 1023 501.0 22.0 523.0 1037 -13 14.0 31 506.0 0.0 0.0 10.0 523.0 1037 497.0 23.0 520.0 1031 7 17.0 TOTAL CFS 14967.0 0.0 310.0 15591.0 14867.0 691.0 15558.0 624.0 AF 29686.6 0.0 0.0 614.9 30924.3 30924 29488.2 1370.6 30858.8 30859 80 1237.7 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 02/14/02 WATER AND POWER CONTROL DIVISION TIME: 08:22:08 LOVELAND, COLORADO JANUARY 2002 EASTERN COLORADO PROJECTS FOOTHILLS WATER REGULATION PINEWOOD F L A T I R O N CARTER LAKE HORSETOOTH BY- AVG PASS ELEV STORAGE ELEV STORAGE FLATIRON PUMP FLATIRON # 3 GEN. ELEV ELEV STORAGE ELEV STORAGE POLE (FT) (AF) (FT) (FT) HILL +6500. +5400. (AF) MWH KWH/AF (AF) AVG. MWH KWH/AF (AF) AVG. +5400. (FT) (AF) (FT) (AF) (AF) DAY CFS CFS 1546 597 62898 16182 1 73.8 1625 70.1 636 220.0 303.6 724.7 365.4 0.0 197.8 0.0 0.0 68.5 5712.55 63603 5322.84 16310 0 2 77.1 1909 65.9 463 223.0 304.4 732.6 369.4 0.0 198.3 0.0 0.0 67.1 5713.24 64255 5323.06 16439 0 3 76.8 1882 67.4 522 221.0 305.2 724.1 365.1 0.0 198.9 0.0 0.0 66.7 5713.93 64909 5323.42 16651 0 4 76.4 1846 69.5 610 217.0 305.2 711.0 358.5 0.0 198.9 0.0 0.0 66.0 5713.93 0 5323.83 16894 0 5 77.3 1927 68.8 580 222.0 305.2 727.4 366.7 0.0 198.9 0.0 0.0 68.1 5713.93 0 5323.17 16503 0 6 71.2 1427 69.1 593 222.0 307.6 721.7 363.8 0.0 200.5 0.0 0.0 67.2 5715.95 66838 5324.50 17296 0 7 71.0 1412 67.4 522 215.0 308.5 697.0 351.4 0.0 201.0 0.0 0.0 66.7 5716.65 67511 5324.77 17460 0 8 72.1 1493 68.0 546 221.0 309.3 714.6 360.3 0.0 201.5 0.0 0.0 67.4 5717.31 68149 5325.09 17655 0 9 72.1 1493 69.8 623 214.0 310.2 689.9 347.8 0.0 202.1 0.0 0.0 67.2 5718.04 68857 5325.39 17839 0 10 74.0 1642 69.1 593 220.0 311.0 707.4 356.7 0.0 202.6 0.0 0.0 67.1 5718.70 69499 5325.69 18024 0 11 76.1 1820 68.2 555 219.0 311.7 702.5 354.2 0.0 203.0 0.0 0.0 68.2 5719.32 70104 5325.87 18135 0 12 78.5 2037 65.9 463 219.0 312.6 700.6 353.2 0.0 203.5 0.0 0.0 66.3 5719.99 70761 5326.03 18234 0 13 71.5 1448 70.3 645 219.0 313.4 698.9 352.4 0.0 204.0 0.0 0.0 67.4 5720.63 71377 5326.24 18365 0 14 72.2 1500 67.6 530 215.0 314.2 684.4 345.0 0.0 204.5 0.0 0.0 67.9 5721.27 72008 5326.46 18503 0 15 72.1 1493 69.3 601 220.0 315.0 698.5 352.2 0.0 204.9 0.0 0.0 68.6 5721.91 72641 5326.70 18654 0 16 73.4 1593 68.4 563 215.0 315.8 680.8 343.3 0.0 205.4 0.0 0.0 69.2 5722.57 73295 5326.86 18755 0 17 74.7 1700 67.6 530 218.0 316.6 688.7 347.2 0.0 205.8 0.0 0.0 68.3 5723.18 73902 5327.05 18875 0 18 75.7 1785 67.9 542 217.0 317.4 683.7 344.7 0.0 206.3 0.0 0.0 67.7 5723.82 74540 5327.23 18989 0 19 77.8 1972 67.5 526 220.0 318.1 691.6 348.7 0.0 206.7 0.0 0.0 67.3 5724.41 75129 5327.46 19136 0 20 74.0 1642 68.1 551 220.0 318.9 689.8 347.8 0.0 207.1 0.0 0.0 67.4 5725.05 75771 5327.63 19244 0 21 74.0 1642 67.1 510 219.0 319.8 684.8 345.2 0.0 207.6 0.0 0.0 67.5 5725.73 76454 5327.83 19373 0 22 76.5 1855 65.3 440 173.0 320.4 540.0 272.3 0.0 207.9 0.0 0.0 66.6 5726.15 76877 5328.07 19527 0 23 77.3 1927 65.4 444 201.0 321.1 626.0 315.6 0.0 208.3 0.0 0.0 65.3 5726.73 77462 5328.26 19650 0 24 78.1 2000 64.1 396 219.0 321.9 680.4 343.1 0.0 208.7 0.0 0.0 65.1 5727.31 78049 5328.59 19865 0 25 77.6 1954 67.3 518 210.0 322.7 650.8 328.1 0.0 209.1 0.0 0.0 65.7 5727.93 78677 5328.79 19995 0 26 78.6 2047 66.6 490 216.0 323.4 667.9 336.7 0.0 209.4 0.0 0.0 67.4 5728.49 79247 5329.01 20139 0 27 74.7 1700 65.4 444 216.0 324.2 666.3 335.9 0.0 209.8 0.0 0.0 65.6 5729.10 79868 5329.20 20264 0 28 73.9 1634 65.5 447 216.0 325.0 664.7 335.1 0.0 210.2 0.0 0.0 65.6 5729.68 80461 5329.45 20429 0 29 74.1 1650 67.1 510 218.0 325.8 669.2 337.4 0.0 210.6 0.0 0.0 65.9 5730.31 81106 5329.73 20615 0 30 74.9 1717 67.4 522 202.0 326.5 618.7 311.9 0.0 210.9 0.0 0.0 66.9 5730.84 81650 5329.97 20775 0 31 75.0 1725 68.7 576 218.0 327.3 666.1 335.8 0.0 211.3 0.0 0.0 68.2 5731.43 82257 5330.18 20915 0 TOTAL CFS 10690.8 TOTAL AF 179 -21 6685.0 21204.821204.8 0.0 0.0 0.0 19359 4733 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 02/14/02 WATER AND POWER CONTROL DIVISION TIME: 08:22:08 LOVELAND, COLORADO JANUARY 2002 EASTERN COLORADO PROJECTS LOVELAND WASTE- WINDY SURPLUS DECREE SKIM TOTAL WAY INFLOW WIND WINDY GAP WATER WATER WATER DILLE TO B. T. TO GAP OPEN THRU THRU THRU B. T. POWER HORSE- DAY RIVER METERS FLOW DILLE DILLE DILLE TUNNEL RIVER PLANT TOOTH 1 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 90.00 2 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 106.00 3 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 156.00 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 0.00 128.00 6 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 129.00 7 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 128.00 8 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 127.00 9 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 129.00 10 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 116.00 11 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 97.00 12 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 97.00 13 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 97.00 14 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 93.00 15 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 99.00 16 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 98.00 17 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 93.00 18 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 97.00 19 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 98.00 20 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 96.00 21 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 99.00 22 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 98.00 23 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 105.00 24 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 130.00 25 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 119.00 26 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 111.00 27 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 106.00 28 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 112.00 29 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 111.00 30 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 110.00 31 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 113.30 TOTAL CFS 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 3440.30 TOTAL AF 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 6823.73 ADJUSTMENT AF 12.20 TOTAL FLOW OR DELIVERY AF 6811.53 METERED DELIVERY AF 486.90 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 02/14/02 WATER AND POWER CONTROL DIVISION TIME: 08:22:08 LOVELAND, COLORADO JANUARY 2002 EASTERN COLORADO PROJECTS WATER ORDERS - NORTHERN COLORADO WATER CONSERVANCY DISTRICT & MUNICIPAL SUBDISTRICT ST. HANSEN CUMULATIVE VRAIN BIG FEEDER HANSEN DIXON DAILY SEASON ABOVE SUPPLY THOMPSON CANAL SUPPLY FEEDER TOTAL TOTAL DAY FLATIRON CANAL RIVER TURNOUTS CANAL CANAL ORDERS (AF) 7030.30 1 0.00 0.00 0.00 7.00 0.00 0.00 7.00 7044.30 2 0.00 0.00 0.00 7.00 0.00 0.00 7.00 7058.30 3 0.00 0.00 0.00 7.00 0.00 0.00 7.00 7072.30 4 0.00 0.00 0.00 7.00 0.00 0.00 7.00 7086.30 5 0.00 0.00 0.00 7.00 0.00 0.00 7.00 7100.30 6 0.00 0.00 0.00 7.00 0.00 0.00 7.00 7114.30 7 0.00 0.00 0.00 7.00 0.00 0.00 7.00 7128.30 8 0.00 0.00 0.00 7.00 0.00 0.00 7.00 7142.30 9 0.00 0.00 0.00 7.00 0.00 0.00 7.00 7156.30 10 0.00 0.00 0.00 7.00 0.00 0.00 7.00 7170.30 11 0.00 0.00 0.00 7.00 0.00 0.00 7.00 7184.30 12 0.00 0.00 0.00 7.00 0.00 0.00 7.00 7198.30 13 0.00 0.00 0.00 7.00 0.00 0.00 7.00 7212.30 14 0.00 0.00 0.00 7.00 0.00 0.00 7.00 7226.30 15 0.00 0.00 0.00 7.00 0.00 0.00 7.00 7240.30 16 0.00 0.00 0.00 7.00 0.00 0.00 7.00 7254.30 17 0.00 0.00 0.00 7.00 0.00 0.00 7.00 7268.30 18 0.00 0.00 0.00 7.00 0.00 0.00 7.00 7282.30 19 0.00 0.00 0.00 7.00 0.00 0.00 7.00 7296.30 20 0.00 0.00 0.00 7.00 0.00 0.00 7.00 7310.30 21 0.00 0.00 0.00 7.00 0.00 0.00 7.00 7324.30 22 0.00 0.00 0.00 7.00 0.00 0.00 7.00 7338.30 23 0.00 0.00 0.00 7.00 0.00 0.00 7.00 7352.30 24 0.00 0.00 0.00 7.00 0.00 0.00 7.00 7366.30 25 0.00 0.00 0.00 7.00 0.00 0.00 7.00 7380.30 26 0.00 0.00 0.00 7.00 0.00 0.00 7.00 7394.30 27 0.00 0.00 0.00 7.00 0.00 0.00 7.00 7408.30 28 0.00 0.00 0.00 7.00 0.00 0.00 7.00 7422.30 29 0.00 0.00 0.00 7.00 0.00 0.00 7.00 7436.30 30 0.00 0.00 0.00 7.00 0.00 0.00 7.00 7450.30 31 0.00 0.00 0.00 5.70 0.00 0.00 5.70 7461.70 TOTAL CFS 0.00 0.00 0.00 215.70 0.00 0.00 215.70 TOTAL AF 0.00 0.00 0.00 431.40 0.00 0.00 431.40 7461.70 METERED DELIVERY AF 3.20 1472.70 12.20 0.00 1210.70 2698.80 10160.50 TOTAL FLOW OR DELIVERY AF * 3.20 1472.70 0.00 443.60 0.00 1210.70 3130.20 10160.50 NON-CHARGE DELIVERY AF 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 METERED DELIVERY AF 1 CBT PROJECT JANUARY 2002 PREC. AND EVAP. SUMMARY SHADOW MTN. ESTES POLE CARTER DILLON GREEN MOUNTAIN WILLOW CR. GL6SSW GL1NW GRANBY GRAND LAKE PARK HILL FLATIRON LAKE HORSETOOTH PREC. PREC. EVAP. EVAP. PREC. PREC. EVAP. EVAP. PREC. PREC. PREC. EVAP. PREC. EVAP. (IN) (IN) (AF) (AF) (IN) (IN) (AF) (AF) (IN) (IN) (IN) (AF) (IN) (AF) 1 0.00 0.04 0. 0. 0.02 0.08 0. 0. 0.00 0.18 0.07 0. 0.09 0. 2 0.00 0.00 0. 0. 0.00 0.00 0. 0. 0.00 0.00 0.00 0. 0.00 0. 3 0.00 0.00 0. 0. 0.00 0.00 0. 0. 0.00 0.00 0.00 0. 0.00 0. 4 0.04 0.00 0. 0. 0.02 0.03 0. 0. 0.00 0.00 0.00 0. 0.00 0. 5 0.07 0.00 0. 0. 0.02 0.04 0. 0. 0.00 0.00 0.00 0. 0.00 0. 6 0.02 0.00 0. 0. 0.02 0.10 0. 0. 0.00 0.00 0.00 0. 0.00 0. 7 0.00 0.00 0. 0. 0.06 0.13 0. 0. 0.00 0.00 0.00 0. 0.00 0. 8 0.00 0.00 0. 0. 0.00 0.00 0. 0. 0.00 0.00 0.00 0. 0.00 0. 9 0.15 0.08 0. 0. 0.03 0.10 0. 0. 0.00 0.00 0.36 0. 0.00 0. 10 0.00 0.00 0. 0. 0.30 0.05 0. 0. 0.20 0.28 0.00 0. 0.24 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 0.02 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 0.00 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 0.03 0.00 0. 0. 0.00 0.00 0. 0. 0.00 0.00 0.00 0. 0.00 0. 16 0.07 0.00 0. 0. 0.00 0.00 0. 0. 0.00 0.00 0.00 0. 0.00 0. 17 0.05 0.00 0. 0. 0.09 0.07 0. 0. 0.00 0.00 0.00 0. 0.00 0. 18 0.00 0.00 0. 0. 0.01 0.00 0. 0. 0.00 0.00 0.00 0. 0.00 0. 19 0.00 0.00 0. 0. 0.00 0.00 0. 0. 0.00 0.00 0.00 0. 0.00 0. 20 0.00 0.00 0. 0. 0.00 0.02 0. 0. 0.00 0.00 0.00 0. 0.00 0. 21 0.00 0.21 0. 0. 0.00 0.00 0. 0. 0.00 0.00 0.00 0. 0.00 0. 22 0.06 0.41 0. 0. 0.00 0.02 0. 0. 0.00 0.00 0.11 0. 0.00 0. 23 0.00 0.00 0. 0. 0.11 0.30 0. 0. 0.00 0.00 0.00 0. 0.15 0. 24 0.00 0.00 0. 0. 0.00 0.01 0. 0. 0.00 0.00 0.00 0. 0.00 0. 25 0.00 0.00 0. 0. 0.00 0.00 0. 0. 0.00 0.22 0.00 0. 0.00 0. 26 0.00 0.00 0. 0. 0.00 0.00 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 0.04 0. 0. 0.00 0.00 0. 0. 0.00 0.00 0.00 0. 0.00 0. 29 0.03 0.26 0. 0. 0.03 0.11 0. 0. 0.00 0.00 0.20 0. 0.04 0. 30 0.00 0.03 0. 0. 0.04 0.18 0. 0. 0.04 0.31 0.00 0. 0.24 0. 31 0.00 0.00 0. 0. 0.05 0.02 0. 0. 0.00 0.00 0.00 0. 0.00 0. TOTALS 0.54 1.07 0. 0. 0.80 1.26 0. 0. 0.24 0.99 0.74 0. 0.76 0. 1 UPPER COLORADO RIVER DAILY DATA COLLECTION FOR JANUARY 2002 NATIONAL WEATHER SERVICE - SALT LAKE CITY U.S. BUREAU OF RECLAMATION LOVELAND, COLORADO DAY L A K E G R A N B Y WILLOW CREEK RES. G R E E N M O U N T A I N R E S. INFLOW OUTFLOW GL6SSW GL6SSW GL6SSW INFLOW OUTFLOW INFLOW OUTFLOW MAX MIN MAX MIN PREC TEMP TEMP PREC (CFS) (CFS) TEMP TEMP (CFS) (CFS) 1 93 23 25 6 0.02 14 7 144 177 24 -17 0.04 2 38 23 24 -21 0.00 12 7 112 179 14 -9 0.00 3 43 23 24 -17 0.00 12 7 146 192 20 1 0.00 4 43 23 21 3 0.02 12 7 167 200 23 -2 0.00 5 50 23 21 -2 0.02 14 8 148 201 25 18 0.00 6 60 23 24 17 0.02 13 7 144 203 28 24 0.00 7 87 23 35 22 0.06 13 7 147 200 39 10 0.00 8 72 23 34 7 0.00 15 8 175 201 42 18 0.00 9 18 23 37 13 0.03 14 7 167 200 42 20 0.08 10 98 23 36 13 0.30 13 7 147 200 36 3 0.00 11 59 23 24 -7 0.00 13 7 152 198 23 2 0.00 12 50 23 25 -8 0.00 14 8 154 200 36 19 0.00 13 35 23 28 13 0.00 11 7 169 202 27 3 0.00 14 79 23 23 -8 0.00 14 7 135 201 36 4 0.00 15 18 23 31 -9 0.00 12 7 138 203 34 4 0.00 16 38 23 30 4 0.00 14 8 178 211 24 8 0.00 17 61 23 21 7 0.09 13 7 163 222 25 -1 0.00 18 39 23 16 -3 0.01 13 7 158 223 9 -10 0.00 19 87 23 17 -17 0.00 12 7 145 223 21 1 0.00 20 40 23 20 -11 0.00 14 8 139 224 22 16 0.00 21 8 23 35 14 0.00 11 7 146 224 36 18 0.21 22 69 23 30 3 0.00 14 7 139 204 32 6 0.41 23 87 23 24 4 0.11 11 7 170 170 20 -19 0.00 24 76 23 12 -20 0.00 14 8 124 169 25 -13 0.00 25 -6 23 25 -16 0.00 12 7 134 167 35 20 0.00 26 71 23 43 -9 0.00 11 7 124 169 40 25 0.00 27 42 23 44 0 0.00 12 7 148 168 47 32 0.00 28 5 23 36 3 0.00 14 8 130 175 37 14 0.04 29 54 23 29 15 0.03 12 7 130 176 24 9 0.26 30 114 23 20 3 0.04 15 7 118 170 15 -19 0.03 31 30 23 13 -24 0.05 12 7 126 171 21 -14 0.00