1 PICK SLOAN MISSOURI BASIN PROGRAM UNITED STATES BUREAU OF RECLAMATION WESTERN DIVISION WATER AND POWER SYSTEM AS OF 07/10/01 WATER AND POWER CONTROL DIVISION TIME: 10:09:25 LOVELAND, COLORADO JUNE 2001 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) 234913 1 9011.52 236847 70 131 201 122 646 1934 2611 1306 102 1408 0.00 70 32 31 625 2 9012.20 238917 70 131 201 147 696 2070 2797 1399 123 1522 0.00 72 34 31 747 3 9012.80 240757 70 131 201 147 696 1840 2568 1284 130 1414 0.00 67 34 32 648 4 9013.28 242238 53 186 239 103 684 1481 2197 1099 82 1181 0.00 60 23 32 581 5 9013.71 243573 47 206 253 99 704 1335 2071 1036 74 1110 0.00 65 25 32 519 6 9014.13 244883 63 154 217 198 830 1310 2172 1086 92 1178 0.00 73 31 32 483 7 9014.55 246200 70 131 201 275 952 1317 2301 1151 119 1270 0.00 75 35 32 604 8 9014.86 247177 70 135 205 366 1142 977 2151 1076 51 1127 0.00 74 32 32 647 9 9015.16 248126 70 135 205 440 1290 949 2271 1136 58 1194 0.00 73 34 32 670 10 9015.47 249111 70 135 205 399 1208 985 2226 1113 62 1175 0.00 79 35 33 653 11 9015.75 250004 70 135 205 394 1198 893 2124 1062 20 1082 0.00 76 33 33 670 12 9015.99 250773 70 135 205 394 1198 769 1978 989 40 1029 0.11 72 34 11 649 13 9016.27 251672 70 135 205 328 1066 899 1974 987 33 1020 0.12 58 26 9 574 14 9016.53 252511 70 135 205 149 708 839 1580 790 25 815 0.00 48 28 33 494 15 9016.79 253354 70 137 207 98 610 843 1486 743 11 754 0.00 65 32 33 320 16 9016.95 253874 70 137 207 210 834 520 1387 694 24 718 0.00 72 30 33 372 17 9017.08 254297 70 137 207 293 1000 423 1456 728 16 744 0.00 75 34 33 321 18 9017.22 254754 75 145 220 212 864 457 1355 678 28 706 0.00 74 38 34 372 19 9017.32 255081 90 126 216 299 1030 327 1391 696 30 726 0.00 74 40 34 353 20 9017.45 255507 92 160 252 193 890 426 1350 675 31 706 0.00 73 34 34 448 21 9017.58 255934 99 166 265 180 890 427 1351 676 31 707 0.00 75 34 34 456 22 9017.72 256394 100 229 329 96 850 460 1344 672 35 707 0.00 75 35 34 418 23 9017.73 256427 100 278 378 261 1278 33 1345 673 31 704 0.00 78 37 34 440 24 9017.66 256197 100 258 358 385 1486 -230 1275 638 36 674 0.07 76 39 19 457 25 9017.67 256230 100 234 334 313 1294 33 1361 681 34 715 0.00 76 41 34 539 26 9017.72 256394 100 252 352 303 1310 164 1474 737 34 771 0.25 77 42 0 515 27 9017.71 256361 100 265 365 303 1336 -33 1337 669 41 710 0.00 71 37 34 604 28 9017.69 256295 88 264 352 303 1310 -66 1278 639 35 674 0.00 78 38 34 497 29 9017.65 256164 100 241 341 299 1280 -131 1183 592 35 627 0.00 80 43 34 493 30 9017.61 256032 100 217 317 299 1232 -132 1134 567 33 600 0.00 82 43 34 397 TOTAL CFS 2387 5261 7648 7608 26272 1496 27768 15566 TOTAL AF 21119 4774 10522 15296 15216 30512 21119 52528 52528 2992 55536 0.55 72 34 897 31132 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 07/10/01 WATER AND POWER CONTROL DIVISION TIME: 10:09:25 LOVELAND, COLORADO JUNE 2001 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) 80923 1 7909.00 82409 0 66 66 131 1486 1638 826 1105 102 2033 0.00 74 34 3730 2 7910.25 84123 0 66 66 131 1714 1880 948 1198 123 2269 0.00 76 43 3970 3 7911.35 85650 0 66 66 131 1527 1684 849 1083 130 2062 0.00 69 35 3900 4 7912.40 87125 0 66 66 131 1475 1627 820 860 82 1762 0.00 63 25 3610 5 7913.37 88503 0 66 66 131 1378 1531 772 783 74 1629 0.00 67 32 3010 6 7914.23 89738 0 66 66 131 1235 1389 700 869 92 1661 0.00 76 38 2750 7 7915.21 91160 0 66 66 131 1422 1596 805 950 119 1874 0.00 77 38 2930 8 7916.23 92658 0 78 78 155 1498 1690 852 871 51 1774 0.00 74 41 3020 9 7917.23 94144 0 80 80 159 1486 1735 875 931 58 1864 0.00 77 43 2980 10 7918.24 95663 0 80 80 159 1519 1701 858 908 62 1828 0.00 82 40 2770 11 7919.24 97186 0 86 86 171 1523 1736 875 857 20 1752 0.00 78 41 2800 12 7920.21 98681 0 92 92 182 1495 1694 854 784 40 1678 0.15 73 32 2670 13 7921.07 100021 0 92 92 182 1340 1545 779 782 33 1594 0.35 38 28 2480 14 7921.83 101220 0 92 92 182 1199 1386 699 585 25 1309 0.00 52 30 2280 15 7922.36 102063 0 92 92 182 843 1046 527 536 11 1074 0.00 68 33 2000 16 7922.95 103005 0 92 92 182 942 1148 579 487 24 1090 0.00 75 33 1930 17 7923.46 103830 0 92 92 182 825 1048 528 521 16 1065 0.00 78 39 1850 18 7924.05 104786 0 91 91 180 956 1175 592 458 28 1078 0.00 76 39 1840 19 7924.61 105704 0 91 91 180 918 1128 569 480 30 1079 0.00 76 42 1840 20 7925.32 106876 0 91 91 180 1172 1388 700 423 31 1154 0.00 75 36 1820 21 7926.05 108089 0 91 91 180 1213 1431 721 411 31 1163 0.00 77 40 1860 22 7926.81 109368 0 91 91 180 1279 1481 747 343 35 1125 0.00 74 39 1860 23 7927.64 110779 0 91 91 180 1411 1622 818 295 31 1144 0.00 80 46 1730 24 7928.47 112203 0 91 91 180 1424 1616 815 280 36 1131 0.00 79 44 1670 25 7929.35 113728 0 91 91 180 1525 1731 873 347 34 1254 0.00 78 44 1670 26 7930.23 115268 0 91 91 180 1540 1720 867 385 34 1286 0.46 73 46 1830 27 7931.21 117002 0 91 91 180 1734 1922 969 304 41 1314 0.00 73 43 2120 28 7932.04 118483 0 91 91 180 1481 1683 849 287 35 1171 0.00 79 44 1810 29 7932.84 119926 0 91 91 180 1443 1655 834 251 35 1120 0.00 80 46 1580 30 7933.50 121125 0 91 91 180 1199 1416 714 250 33 997 0.00 84 48 1490 TOTAL CFS 0 2521 2521 23214 18624 1496 43334 71800 TOTAL AF 40202 0 4993 4993 4993 40202 46042 46043 36939 2964 85950 0.96 73 39 142412 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 07/10/01 WATER AND POWER CONTROL DIVISION TIME: 10:09:25 LOVELAND, COLORADO JUNE 2001 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) 7758 1 8119.70 7827 47 4 45 2 0 132 185 367 69 439 221 2 8120.93 8115 45 4 45 2 0 0 51 101 288 395 199 3 8122.05 8386 45 4 45 2 0 0 51 101 271 376 190 4 8123.05 8635 45 4 45 1 0 0 50 99 249 351 177 5 8123.85 8839 45 4 45 1 0 0 50 99 204 307 155 6 8124.55 9020 45 4 45 1 0 0 50 99 181 284 143 7 8124.34 8966 45 4 45 1 19 104 173 343 -54 296 149 8 8123.85 8839 45 4 45 1 0 151 201 399 -127 278 140 9 8124.40 8981 45 4 45 1 0 0 50 99 142 254 128 10 8124.90 9113 45 4 45 1 0 0 50 99 132 235 118 11 8124.37 8973 45 4 45 1 7 129 186 369 -140 236 119 12 8123.73 8808 45 4 45 2 0 153 204 405 -165 246 124 13 8124.16 8919 46 4 45 1 0 0 51 101 111 215 108 14 8124.58 9028 46 4 45 1 0 0 51 101 109 210 106 15 8124.90 9113 46 4 45 1 0 0 51 101 85 189 95 16 8125.15 9179 46 4 45 1 0 0 51 101 66 171 86 17 8125.34 9230 46 4 45 1 0 0 51 101 51 158 80 18 8125.49 9270 46 4 45 1 0 0 51 101 40 147 74 19 8125.62 9305 46 4 45 1 0 0 51 101 35 141 71 20 8125.73 9335 45 4 45 1 0 0 50 99 30 134 68 21 8125.81 9356 45 4 45 1 0 0 50 99 21 126 64 22 8125.87 9372 45 4 45 1 0 0 50 99 16 117 59 23 8125.94 9391 45 4 45 1 0 0 50 99 19 122 62 24 8125.98 9402 45 4 45 1 0 0 50 99 11 111 56 25 8126.01 9411 45 4 45 1 0 0 50 99 9 112 56 26 8126.06 9424 45 4 45 1 0 0 50 99 13 115 58 27 8126.12 9441 45 4 45 1 0 0 50 99 17 116 58 28 8126.13 9443 48 2 45 1 0 0 51 101 2 106 53 29 8126.11 9438 49 0 45 1 0 0 50 99 -5 98 49 30 8126.10 9435 49 0 45 1 0 0 50 99 -3 101 51 TOTAL CFS 1370 110 1350 34 26 669 2209 3117 TOTAL AF 1677 2710 220 2670 68 52 1327 4378 4378 1677 6186 6186 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 07/10/01 WATER AND POWER CONTROL DIVISION TIME: 10:09:25 LOVELAND, COLORADO JUNE 2001 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 88 175 164 0.00 2 0 0 150 298 162 0.00 3 0 0 35 69 166 0.00 4 0 0 150 298 156 0.00 5 0 0 0 0 174 0.00 6 0 0 80 159 180 0.00 7 0 0 35 69 191 0.00 8 0 0 151 300 190 0.00 9 0 0 0 0 202 0.00 10 0 0 0 0 195 0.00 11 0 0 87 173 204 0.00 12 0 0 0 0 0 0.00 13 0 0 0 0 0 0.00 14 0 0 123 244 206 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 91 180 181 0.00 22 0 0 69 137 195 0.00 23 0 0 0 0 0 0.00 24 0 0 134 266 201 0.00 25 0 0 184 365 167 0.00 26 0 0 184 365 170 0.00 27 0 0 184 365 193 0.00 28 0 0 173 343 175 0.00 29 0 0 145 288 191 0.00 30 0 0 0 0 240 0.00 TOTAL CFS 0 0 2063 3903 TOTAL AF 0 0 4092 4092 7741 0.00 1 PICK SLOAN MISSOURI BASIN PROGRAM UNITED STATES BUREAU OF RECLAMATION WESTERN DIVISION WATER AND POWER SYSTEM AS OF 07/10/01 WATER AND POWER CONTROL DIVISION TIME: 10:09:25 LOVELAND, COLORADO JUNE 2001 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 17439 1 8366.50 8366.55 17516 554 146 700 1388 77 1494 0 1494 753 0.00 0.00 0 0 2 8366.51 8366.55 17521 557 355 912 1809 5 1861 0 1861 938 0.00 0.00 0 0 3 8366.51 8366.55 17521 555 416 971 1926 0 1960 0 1960 988 0.00 0.00 0 0 4 8366.45 8366.48 17397 499 352 851 1688 -124 1591 0 1591 802 0.00 0.00 0 0 5 8366.49 8366.54 17497 350 149 499 990 100 1119 0 1119 564 0.00 0.00 0 0 6 8366.56 8366.60 17613 352 50 402 797 116 943 0 943 475 0.00 0.00 0 0 7 8366.53 8366.59 17585 387 281 668 1325 -28 1351 0 1351 681 0.00 0.00 74 33 8 8366.65 8366.72 17818 375 158 533 1057 233 1337 65 1272 641 0.00 0.00 77 40 9 8366.70 8366.73 17857 317 317 634 1258 39 1391 0 1391 701 0.11 0.02 74 40 10 8366.69 8366.73 17852 335 203 538 1067 -5 1090 0 1090 550 0.00 0.00 81 36 11 8366.69 8366.73 17852 407 144 551 1093 0 1144 0 1144 577 0.00 0.00 80 35 12 8366.66 8366.70 17797 401 134 535 1061 -55 1049 101 948 478 0.00 0.00 78 33 13 8366.55 8366.57 17568 453 50 503 998 -229 796 14 782 394 0.25 0.40 73 34 14 8366.35 8366.40 17240 526 50 576 1142 -328 817 274 543 274 0.02 0.02 45 32 15 8366.36 8366.41 17258 547 50 597 1184 18 1226 756 470 237 0.00 0.01 69 26 16 8366.39 8366.44 17313 550 50 600 1190 55 1272 756 516 260 0.00 0.00 75 30 17 8366.40 8366.44 17318 553 50 603 1196 5 1247 756 491 248 0.00 0.00 78 31 18 8366.42 8366.45 17343 548 50 598 1186 25 1255 736 519 262 0.00 0.00 78 32 19 8366.59 8366.64 17681 550 50 600 1190 338 1562 974 588 296 0.00 0.00 77 39 20 8366.57 8366.64 17671 549 50 599 1188 -10 1218 676 542 273 0.00 0.00 75 38 21 8366.59 8366.66 17707 548 50 598 1186 36 1264 762 502 253 0.00 0.00 77 35 22 8366.55 8366.60 17608 541 50 591 1172 -99 1093 545 548 276 0.03 0.00 75 34 23 8366.58 8366.65 17689 501 50 551 1093 81 1203 760 443 223 0.03 0.00 76 36 24 8366.56 8366.65 17679 529 50 579 1148 -10 1151 688 463 233 0.00 0.00 80 40 25 8366.58 8366.65 17689 548 50 598 1186 10 1223 674 549 277 0.17 0.16 79 41 26 8366.60 8366.65 17700 540 50 590 1170 11 1204 633 571 288 0.09 0.18 78 45 27 8366.56 8366.60 17613 510 50 560 1111 -87 1024 504 520 262 0.06 0.10 76 49 28 8366.57 8366.65 17684 510 50 560 1111 71 1205 702 503 254 0.00 0.00 82 40 29 8366.55 8366.64 17661 510 50 560 1111 -23 1121 686 435 219 0.00 0.00 83 42 30 8366.55 8366.66 17687 509 50 559 1109 26 1173 750 423 213 0.00 0.00 84 44 TOTAL CFS 14611 3605 18216 12890 61 30 TOTAL AF 248 28980.5 7148 36130 36130 248 37384 11812 25572 25564 0.76 0.89 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 07/10/01 WATER AND POWER CONTROL DIVISION TIME: 10:09:25 LOVELAND, COLORADO JUNE 2001 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) 411633 1 8261.49 413160 0 68 0 3.0 71 141 1527 1768 891 146 132 88 525 1278 60 2 8261.78 415010 0 67 0 3.0 70 139 1850 2152 1085 355 0 150 580 1518 57 3 8262.06 416800 0 67 0 3.0 70 139 1790 2049 1033 416 0 35 582 1570 56 4 8262.30 418337 0 67 0 3.0 70 139 1537 1773 894 352 0 150 392 1194 56 5 8262.45 419299 0 67 0 3.0 70 139 962 1202 606 149 0 0 457 1021 54 6 8262.60 420262 0 69 0 3.0 72 143 963 1211 611 50 0 80 481 956 54 7 8262.84 421805 0 73 0 3.0 76 151 1543 1885 950 281 104 35 530 1211 56 8 8263.07 423286 33 74 0 3.0 110 218 1481 1863 939 158 151 151 479 1120 60 9 8263.28 424641 0 74 0 3.0 77 153 1355 1837 926 317 0 0 609 1310 64 10 8263.46 425804 0 74 0 3.0 77 153 1163 1414 713 203 0 0 510 1060 60 11 8263.69 427293 0 73 0 3.0 76 151 1489 1821 918 144 129 87 558 1135 57 12 8263.88 428524 51 74 0 3.0 128 254 1231 1639 826 134 153 0 539 1017 54 13 8264.03 429498 7 76 0 3.0 86 171 974 1242 626 50 0 0 576 970 64 14 8264.13 430147 138 76 0 3.0 217 430 649 1091 550 50 0 123 377 651 62 15 8264.11 430017 381 76 0 3.0 460 912 -130 869 438 50 0 0 388 625 57 16 8264.07 429757 381 76 0 3.0 460 912 -260 750 378 50 0 0 328 588 55 17 8264.02 429433 381 76 0 3.0 460 912 -324 754 380 50 0 0 330 578 55 18 8263.97 429108 371 76 0 3.0 450 893 -325 726 366 50 0 0 316 578 57 19 8263.91 428719 491 76 0 3.0 570 1131 -389 864 436 50 0 0 386 682 58 20 8263.88 428524 341 76 0 6.0 423 839 -195 786 396 50 0 0 346 619 58 21 8263.88 428524 384 76 0 6.0 466 924 0 1074 541 50 0 91 400 653 56 22 8263.89 428589 275 76 0 6.0 357 708 65 843 425 50 0 69 306 582 57 23 8263.86 428395 383 76 0 6.0 465 922 -194 830 418 50 0 0 368 591 57 24 8263.87 428459 347 76 0 6.0 429 851 64 962 485 50 0 134 301 534 56 25 8263.91 428719 340 76 0 6.0 422 837 260 1193 601 50 0 184 367 644 55 26 8263.96 429043 319 77 0 6.0 402 797 324 1202 606 50 0 184 372 660 56 27 8264.03 429498 254 78 0 6.0 338 670 455 1125 567 50 0 184 333 595 58 28 8264.05 429628 354 78 0 6.0 438 869 130 1082 546 50 0 173 323 577 57 29 8264.07 429757 346 78 0 6.0 430 853 129 1100 555 50 0 145 360 579 59 30 8264.02 429433 378 78 0 6.0 462 916 -324 726 366 50 0 0 316 529 59 TOTAL CFS 5955 2224 0 123.0 8302 19072 3605 669 2063 12735 25625 1724 TOTAL AF 17800 11812 4418 0 244.0 16467 16467 17800 37833 37833 7148 1327 4092 25260 50821 3418 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 07/10/01 WATER AND POWER CONTROL DIVISION TIME: 10:09:25 LOVELAND, COLORADO JUNE 2001 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. 788 2493 1 38.30 71.34 860 2436 15 1098.8 554.0 1.00 1083.0 546.0 433.0 435.0 0 0 0 0.00 74 37 2 39.13 71.81 895 2513 112 1104.8 557.0 1.00 1100.8 555.0 488.0 435.0 0 0 0 0.00 78 34 3 39.40 71.85 906 2519 17 1100.8 555.0 1.00 1065.1 537.0 479.0 490.0 0 0 0 0.00 66 49 4 37.71 71.25 836 2421 -168 989.8 499.0 1.00 1005.6 507.0 403.0 480.0 0 0 0 0.00 61 44 5 35.22 71.35 737 2437 -83 694.2 350.0 1.00 1013.6 511.0 335.0 217.0 196 0 0 0.00 62 38 6 31.05 72.31 581 2596 3 698.2 352.0 2.00 1098.8 554.0 340.0 139.0 196 0 0 0.00 71 36 7 35.14 72.40 734 2611 168 767.6 387.0 2.00 1094.9 552.0 391.0 144.0 199 0 0 0.00 71 40 8 35.97 72.40 767 2611 33 743.8 375.0 2.00 1092.9 551.0 382.0 192.0 159 0 0 0.04 76 45 9 35.60 72.48 752 2624 -2 628.8 317.0 2.00 1088.9 549.0 452.0 223.0 216 0 0 0.00 78 44 10 35.95 71.45 766 2454 -156 664.5 335.0 2.00 1086.9 548.0 369.0 236.0 177 0 0 0.00 80 40 11 38.76 71.53 879 2467 126 807.3 407.0 2.00 1092.9 551.0 397.0 192.0 167 0 0 0.00 80 31 12 36.37 72.24 782 2584 20 795.4 401.0 2.00 1098.8 554.0 391.0 230.0 68 0 0 0.00 74 43 13 34.61 71.62 713 2481 -172 898.5 453.0 2.00 1086.9 548.0 330.0 323.0 0 0 0 0.04 54 35 14 35.20 70.48 736 2298 -160 1043.3 526.0 2.00 1061.2 535.0 262.0 335.0 0 0 0 0.00 53 37 15 33.00 71.29 652 2428 46 1085.0 547.0 2.00 965.9 487.0 224.0 263.0 0 0 0 0.00 71 47 16 34.60 71.89 713 2526 159 1090.9 550.0 2.00 902.5 455.0 209.0 227.0 0 0 0 0.00 75 38 17 36.92 71.84 804 2518 83 1096.9 553.0 2.00 1009.6 509.0 209.0 214.0 0 0 0 0.00 81 37 18 37.76 71.91 838 2529 45 1086.9 548.0 2.00 1092.9 551.0 234.0 211.0 0 0 0 0.00 79 40 19 37.69 72.02 836 2547 16 1090.9 550.0 2.00 1090.9 550.0 247.0 241.0 0 0 0 0.00 59 47 20 37.44 72.12 825 2564 6 1088.9 549.0 1.00 1094.9 552.0 253.0 248.0 0 0 0 0.00 73 41 21 38.67 71.87 876 2522 9 1086.9 548.0 1.00 1086.9 548.0 259.0 256.0 0 0 0 0.00 69 50 22 37.84 72.27 842 2589 33 1073.1 541.0 1.00 1094.9 552.0 284.0 258.0 0 0 0 0.16 76 42 23 35.48 71.98 747 2541 -143 993.7 501.0 1.00 1088.9 549.0 262.0 287.0 0 0 0 0.00 83 40 24 28.83 73.18 503 2744 -41 1049.3 529.0 1.00 1090.9 550.0 261.0 262.0 0 0 0 0.04 78 46 25 36.82 72.08 800 2557 110 1086.9 548.0 1.00 1086.9 548.0 316.0 262.0 0 0 0 0.00 81 54 26 38.43 71.66 866 2488 -3 1071.1 540.0 1.00 1090.9 550.0 324.0 317.0 0 0 0 0.04 76 47 27 39.48 71.74 909 2501 56 1011.6 510.0 1.00 1098.8 554.0 349.0 278.0 50 0 0 0.00 76 54 28 37.99 71.72 848 2498 -64 1011.6 510.0 0.00 1088.9 549.0 306.0 299.0 44 0 0 0.00 80 46 29 36.49 71.83 787 2516 -43 1011.6 510.0 0.00 1094.9 552.0 282.0 262.0 48 0 0 0.00 82 46 30 32.78 72.53 644 2633 -26 1009.6 509.0 0.00 1092.9 551.0 263.0 234.0 49 0 0 0.00 85 49 TOTAL CFS 14611.0 16205.0 9734.0 8190.0 1569 TOTAL AF -144 140 -4 81.32 19307. 16245. 3112 0 0 0.32 73 43 28980.5 32142.1 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 07/10/01 WATER AND POWER CONTROL DIVISION TIME: 10:09:25 LOVELAND, COLORADO JUNE 2001 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 1.0 0.0 430.0 987.0 1958 546.0 435.0 981.0 1946 15 433.0 2 557.0 1.0 0.0 493.0 1045.0 2073 555.0 435.0 990.0 1964 112 488.0 3 555.0 1.0 0.0 506.0 1034.0 2051 537.0 490.0 1027.0 2037 17 479.0 4 499.0 1.0 0.0 402.0 902.0 1789 507.0 480.0 987.0 1958 -168 403.0 5 350.0 1.0 0.0 334.0 685.0 1359 511.0 217.0 728.0 1444 -83 335.0 6 352.0 2.0 0.0 325.0 692.0 1373 554.0 139.0 693.0 1375 3 340.0 7 387.0 2.0 0.0 384.0 778.0 1543 552.0 144.0 696.0 1380 168 391.0 8 375.0 2.0 0.0 405.0 757.0 1501 551.0 192.0 743.0 1474 33 382.0 9 317.0 2.0 0.0 408.0 769.0 1525 549.0 223.0 772.0 1531 -2 452.0 10 335.0 2.0 0.0 367.0 704.0 1396 548.0 236.0 784.0 1555 -156 369.0 11 407.0 2.0 0.0 381.0 804.0 1595 551.0 192.0 743.0 1474 126 397.0 12 401.0 2.0 0.0 345.0 792.0 1571 554.0 230.0 784.0 1555 20 391.0 13 453.0 2.0 0.0 327.0 783.0 1553 548.0 323.0 871.0 1728 -172 330.0 14 526.0 2.0 0.0 261.0 788.0 1563 535.0 335.0 870.0 1726 -160 262.0 15 547.0 2.0 0.0 207.0 771.0 1529 487.0 263.0 750.0 1488 46 224.0 16 550.0 2.0 0.0 191.0 759.0 1505 455.0 227.0 682.0 1353 159 209.0 17 553.0 2.0 0.0 186.0 762.0 1511 509.0 214.0 723.0 1434 83 209.0 18 548.0 2.0 0.0 202.0 782.0 1551 551.0 211.0 762.0 1511 45 234.0 19 550.0 2.0 0.0 228.0 797.0 1581 550.0 241.0 791.0 1569 16 247.0 20 549.0 1.0 0.0 245.0 802.0 1591 552.0 248.0 800.0 1587 6 253.0 21 548.0 1.0 0.0 258.0 807.0 1601 548.0 256.0 804.0 1595 9 259.0 22 541.0 1.0 0.0 277.0 825.0 1636 552.0 258.0 810.0 1607 33 284.0 23 501.0 1.0 0.0 257.0 763.0 1513 549.0 287.0 836.0 1658 -143 262.0 24 529.0 1.0 0.0 257.0 790.0 1567 550.0 262.0 812.0 1611 -41 261.0 25 548.0 1.0 0.0 316.0 864.0 1714 548.0 262.0 810.0 1607 110 316.0 26 540.0 1.0 0.0 322.0 864.0 1714 550.0 317.0 867.0 1720 -3 324.0 27 510.0 1.0 0.0 341.0 859.0 1704 554.0 278.0 832.0 1650 56 349.0 28 510.0 0.0 0.0 298.0 816.0 1619 549.0 299.0 848.0 1682 -64 306.0 29 510.0 0.0 0.0 273.0 792.0 1571 552.0 262.0 814.0 1615 -43 282.0 30 509.0 0.0 0.0 253.0 772.0 1531 551.0 234.0 785.0 1557 -26 263.0 TOTAL CFS 14611.0 0.0 9479.0 24345.0 16205.0 8190.0 24395.0 9734.0 AF 28980.5 81.3 0.0 18801.3 48287.6 48288 32142.1 16244.6 48386.8 48391 -4 19307.1 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 07/10/01 WATER AND POWER CONTROL DIVISION TIME: 10:09:25 LOVELAND, COLORADO JUNE 2001 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 1891 421 103543 45957 1 75.3 1751 67.6 530 202.0 355.5 568.3 286.5 0.0 220.6 0.0 0.0 65.7 5751.49 103755 5359.17 46230 0 2 75.7 1785 67.2 514 200.0 355.7 562.3 283.5 0.0 220.6 0.0 0.0 66.0 5751.64 103922 5358.57 45576 0 3 75.2 1742 68.7 576 197.0 356.0 553.4 279.0 0.0 220.7 0.0 0.0 66.7 5751.84 104145 5359.70 46812 0 4 76.3 1838 69.6 614 198.0 356.2 555.8 280.2 0.0 220.7 0.0 0.0 68.4 5752.01 104334 5359.89 47021 0 5 77.7 1963 64.3 403 198.0 356.5 555.3 280.0 0.0 220.8 0.0 0.0 68.4 5752.21 104557 5359.91 47043 0 6 76.3 1838 66.6 490 201.0 356.8 563.3 284.0 0.0 220.8 0.0 0.0 65.6 5752.38 104747 5359.86 46988 0 7 76.3 1838 65.5 447 198.0 357.1 554.5 279.6 0.0 220.9 0.0 0.0 67.5 5752.55 104937 5359.75 46867 0 8 75.6 1776 66.7 494 204.0 357.5 570.6 287.7 0.0 221.0 0.0 0.0 64.7 5752.88 105306 5359.61 46713 0 9 74.9 1717 67.7 534 197.0 358.0 550.3 277.5 0.0 221.1 0.0 0.0 66.8 5753.16 105619 5359.45 46537 0 10 75.9 1802 65.9 463 196.0 358.3 547.1 275.8 0.0 221.1 0.0 0.0 67.1 5753.36 105843 5359.30 46372 0 11 77.1 1909 64.0 392 210.0 358.6 585.6 295.3 0.0 221.2 0.0 0.0 65.2 5753.57 106079 5359.10 46154 0 12 75.1 1734 69.0 588 197.0 358.9 548.9 276.7 0.0 221.2 0.0 0.0 66.1 5753.79 106326 5358.92 45957 0 13 74.4 1675 69.5 610 204.0 359.4 567.6 286.2 0.0 221.3 0.0 0.0 69.3 5754.12 106696 5358.91 45946 0 14 75.0 1725 67.4 522 199.0 359.7 553.2 278.9 0.0 221.4 0.0 0.0 68.4 5754.33 106932 5359.00 46044 0 15 73.0 1562 69.8 623 200.0 360.1 555.4 280.0 0.0 221.4 0.0 0.0 67.8 5754.60 107236 5359.06 46110 0 16 71.7 1463 70.9 672 200.0 360.5 554.8 279.7 0.0 221.5 0.0 0.0 68.0 5754.84 107506 5358.90 45935 0 17 73.1 1570 70.4 649 200.0 360.7 554.5 279.5 0.0 221.5 0.0 0.0 69.6 5754.98 107664 5358.60 45609 0 18 76.2 1829 67.2 514 206.0 360.9 570.8 287.8 0.0 221.6 0.0 0.0 68.2 5755.11 107811 5358.19 45165 0 19 75.0 1725 69.3 601 201.0 361.1 556.6 280.6 0.0 221.6 0.0 0.0 67.1 5755.27 107991 5357.93 44885 0 20 75.7 1785 67.8 538 199.0 361.4 550.7 277.6 0.0 221.6 0.0 0.0 66.5 5755.42 108161 5357.68 44616 0 21 75.3 1751 68.2 555 200.0 361.6 553.1 278.9 0.0 221.7 0.0 0.0 66.1 5755.56 108319 5357.44 44359 0 22 75.0 1725 68.8 580 199.0 361.9 549.9 277.2 0.0 221.7 0.0 0.0 68.1 5755.75 108533 5357.22 44124 0 23 73.9 1634 70.6 658 200.0 362.1 552.4 278.5 0.0 221.8 0.0 0.0 66.7 5755.88 108680 5357.04 43932 0 24 74.4 1675 69.2 597 199.0 362.2 549.4 277.0 0.0 221.8 0.0 0.0 68.4 5755.96 108771 5356.77 43645 0 25 74.1 1650 71.1 681 99.0 361.7 273.7 138.0 0.0 221.7 0.0 0.0 68.4 5755.65 108420 5356.62 43486 0 26 78.3 2019 64.2 400 0.0 361.2 0.0 0.0 0.0 221.6 0.0 0.0 66.2 5755.30 108025 5356.76 43635 0 27 77.3 1927 67.9 542 0.0 360.5 0.0 0.0 0.0 221.5 0.0 0.0 65.8 5754.86 107529 5356.47 43328 0 28 76.8 1882 69.2 597 0.0 359.9 0.0 0.0 0.0 221.4 0.0 0.0 67.3 5754.43 107045 5356.17 43012 0 29 77.8 1972 67.5 526 0.0 359.0 0.0 0.0 0.0 221.2 0.0 0.0 69.0 5753.83 106370 5355.86 42686 0 30 77.0 1900 70.0 632 0.0 358.1 0.0 0.0 0.0 221.1 0.0 0.0 67.9 5753.26 105731 5355.63 42445 0 TOTAL CFS 6885.6 TOTAL AF 9 211 4904.0 13657.413657.4 0.0 0.0 0.0 2188 -3512 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 07/10/01 WATER AND POWER CONTROL DIVISION TIME: 10:09:25 LOVELAND, COLORADO JUNE 2001 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 0.00 108.70 0.00 20.00 380.00 400.00 0.00 380.00 296.00 2 0.00 0.00 42.00 0.00 20.00 380.00 400.00 0.00 380.00 268.00 3 0.00 0.00 42.00 0.00 20.00 380.00 400.00 0.00 380.00 271.00 4 0.00 0.00 18.50 0.00 20.00 380.00 400.00 0.00 380.00 188.00 5 0.00 0.00 2.00 0.00 0.00 181.00 181.00 0.00 309.00 90.00 6 0.00 0.00 2.00 0.00 0.00 82.00 82.00 0.00 262.00 84.00 7 0.00 0.00 2.00 0.00 20.00 73.00 93.00 0.00 273.00 80.00 8 0.00 0.00 2.00 0.00 20.00 116.00 136.00 0.00 315.00 70.00 9 0.00 0.00 2.00 0.00 20.00 130.00 150.00 0.00 330.00 70.00 10 0.00 0.00 2.00 0.00 20.00 130.00 150.00 0.00 316.00 69.00 11 0.00 0.00 2.00 0.00 20.00 94.00 114.00 0.00 275.00 64.00 12 0.00 0.00 2.00 0.00 20.00 153.00 173.00 0.00 324.00 98.00 13 0.00 0.00 2.00 0.00 20.00 235.00 255.00 0.00 332.00 193.00 14 0.00 0.00 2.00 0.00 20.00 273.00 293.00 0.00 297.00 261.00 15 0.00 0.00 2.00 0.00 20.00 228.00 248.00 0.00 247.00 238.00 16 0.00 0.00 2.00 0.00 20.00 200.00 220.00 8.50 228.00 166.00 17 0.00 0.00 2.00 0.00 20.00 188.00 208.00 12.00 219.00 138.00 18 0.00 0.00 2.00 0.00 20.00 185.00 205.00 12.00 236.00 141.40 19 0.00 0.00 2.00 0.00 20.00 203.00 223.00 12.00 262.00 213.50 20 0.00 0.00 2.00 0.00 15.00 219.00 234.00 12.00 273.00 209.40 21 0.00 0.00 2.00 0.00 15.00 224.00 239.00 12.00 269.00 217.50 22 0.00 0.00 2.00 0.00 15.00 225.00 240.00 12.00 262.00 221.50 23 0.00 0.00 2.00 0.00 15.00 232.00 247.00 3.50 242.00 255.50 24 0.00 0.00 2.00 0.00 15.00 235.00 250.00 0.00 235.00 262.50 25 0.00 0.00 2.00 0.00 15.00 235.00 250.00 0.00 235.00 374.50 26 0.00 0.00 2.20 0.00 15.00 271.00 286.00 0.00 280.00 501.90 27 0.00 0.00 2.50 0.00 15.00 249.00 264.00 0.00 298.00 476.80 28 0.00 0.00 2.50 0.00 15.00 257.00 272.00 0.00 320.00 477.00 29 0.00 0.00 2.50 0.00 15.00 236.00 251.00 0.00 294.00 469.40 30 0.00 0.00 2.50 0.00 15.00 196.00 211.00 0.00 253.00 462.50 TOTAL CFS 0.00 0.00 265.40 0.00 505.00 6570.00 7075.00 84.00 8706.00 6927.40 TOTAL AF 0.00 0.00 526.41 0.00 1001.65 13031.40 14033.05 166.61 17268.09 13740.29 ADJUSTMENT AF 556.30 TOTAL FLOW OR DELIVERY AF 13183.99 METERED DELIVERY AF 754.00 NOTE: AVERAGE DAILY CFS UNLESS NOTED OTHERWISE * TOTAL FLOW INCLUDES NON-CHARGE WATER 1 PICK SLOAN MISSOURI BASIN PROGRAM UNITED STATES BUREAU OF RECLAMATION WESTERN DIVISION WATER AND POWER SYSTEM AS OF 07/10/01 WATER AND POWER CONTROL DIVISION TIME: 10:09:25 LOVELAND, COLORADO JUNE 2001 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) 38078.90 1 0.00 60.00 0.00 0.00 67.70 0.00 127.70 38334.30 2 0.00 102.00 0.00 0.00 33.30 0.00 135.30 38604.90 3 0.00 98.00 0.00 0.00 12.50 0.00 110.50 38825.90 4 0.00 121.50 0.00 0.00 12.50 0.00 134.00 39093.90 5 0.00 138.00 0.00 0.00 12.50 0.00 150.50 39394.90 6 0.00 138.00 0.00 0.00 12.50 0.00 150.50 39695.90 7 0.00 138.00 0.00 0.00 12.50 0.00 150.50 39996.90 8 0.00 104.70 0.00 0.00 12.50 0.00 117.20 40231.30 9 0.00 74.70 0.00 0.00 12.50 0.00 87.20 40405.70 10 0.00 59.30 0.00 0.00 12.50 0.00 71.80 40549.30 11 0.00 66.30 0.00 0.00 41.70 0.00 108.00 40765.30 12 0.00 72.00 0.00 0.00 64.20 0.00 136.20 41037.70 13 0.00 72.00 0.00 0.00 77.20 0.00 149.20 41336.10 14 0.00 72.00 3.50 0.00 85.50 0.00 161.00 41658.10 15 0.00 65.30 13.50 0.00 85.50 0.00 164.30 41986.70 16 0.00 76.70 35.40 0.00 103.00 0.00 215.10 42416.90 17 0.00 104.70 43.00 0.00 144.70 0.00 292.40 43001.70 18 0.00 120.30 31.00 1.60 177.20 0.00 330.10 43661.90 19 0.00 127.70 26.00 2.50 200.50 0.00 356.70 44375.30 20 0.00 130.00 23.20 5.60 205.50 0.00 364.30 45103.90 21 0.00 130.00 12.10 7.50 193.00 0.00 342.60 45789.10 22 0.00 130.00 3.80 7.50 185.50 0.00 326.80 46442.70 23 0.00 130.00 0.60 7.50 191.80 0.00 329.90 47102.50 24 0.00 130.00 0.00 7.50 245.50 0.00 383.00 47868.50 25 0.00 165.00 0.00 7.50 275.50 0.00 448.00 48764.50 26 0.00 134.00 9.20 9.10 270.00 1.20 423.50 49611.50 27 0.00 154.60 13.00 16.20 416.00 2.00 601.80 50815.10 28 0.00 164.00 13.70 20.00 466.00 2.00 665.70 52146.50 29 0.00 180.00 6.90 24.60 439.90 2.00 653.40 53453.30 30 0.00 235.40 6.10 27.50 394.00 0.80 663.80 54780.90 TOTAL CFS 0.00 3494.20 241.00 144.60 4463.20 8.00 8351.00 TOTAL AF 0.00 6988.40 482.00 289.20 8926.40 16.00 16702.00 54780.90 METERED DELIVERY AF 71.40 3224.40 556.30 20.70 4254.10 8126.90 62907.80 TOTAL FLOW OR DELIVERY AF * 71.40 10212.80 482.00 845.50 8947.10 4270.10 24828.90 62907.80 NON-CHARGE DELIVERY AF 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1719.70 METERED DELIVERY AF 1 CBT PROJECT JUNE 2001 PREC. AND EVAP. SUMMARY SHADOW MTN. ESTES POLE CARTER DILLON GREEN MOUNTAIN WILLOW CR. GL6SSW GL1NW GRANBY GRAND LAKE PARK HILL FLATIRON LAKE HORSETOOTH PREC. PREC. EVAP. EVAP. PREC. PREC. EVAP. EVAP. PREC. PREC. PREC. EVAP. PREC. EVAP. (IN) (IN) (AF) (AF) (IN) (IN) (AF) (AF) (IN) (IN) (IN) (AF) (IN) (AF) 1 0.00 0.00 22. 4. 0.00 0.00 101. 29. 0.00 0.18 0.00 20. 0.00 19. 2 0.00 0.00 35. 6. 0.00 0.00 163. 47. 0.00 0.00 0.00 13. 0.00 13. 3 0.00 0.00 26. 5. 0.00 0.00 121. 35. 0.00 0.00 0.30 -22. 0.00 5. 4 0.00 0.00 22. 4. 0.00 0.00 97. 28. 0.00 0.00 0.11 0. 0.20 0. 5 0.00 0.00 23. 4. 0.00 0.00 101. 29. 0.00 0.00 0.00 17. 0.00 17. 6 0.00 0.00 24. 4. 0.00 0.00 105. 30. 0.00 0.00 0.00 20. 0.00 19. 7 0.00 0.00 44. 8. 0.00 0.00 192. 55. 0.00 0.00 0.00 16. 0.00 16. 8 0.00 0.00 38. 7. 0.00 0.00 165. 47. 0.04 0.00 0.00 22. 0.00 22. 9 0.00 0.00 90. 13. 0.11 0.02 330. 94. 0.00 0.00 0.00 13. 0.02 11. 10 0.00 0.00 23. 4. 0.00 0.00 98. 28. 0.00 0.00 0.00 21. 0.00 21. 11 0.00 0.00 43. 7. 0.00 0.00 181. 52. 0.00 0.00 0.00 20. 0.00 20. 12 0.11 0.15 17. 6. 0.00 0.00 154. 44. 0.00 0.00 0.00 23. 0.00 22. 13 0.12 0.35 23. 4. 0.25 0.40 97. 28. 0.04 0.00 0.27 -7. 0.19 1. 14 0.00 0.00 6. 1. 0.02 0.02 13. 4. 0.00 0.00 0.00 14. 0.00 14. 15 0.00 0.00 21. 4. 0.00 0.01 87. 25. 0.00 0.21 0.00 22. 0.00 21. 16 0.00 0.00 24. 4. 0.00 0.00 99. 28. 0.00 0.00 0.00 14. 0.00 13. 17 0.00 0.00 41. 7. 0.00 0.00 166. 47. 0.00 0.00 0.00 23. 0.00 22. 18 0.00 0.00 40. 7. 0.00 0.00 158. 45. 0.00 0.00 0.00 24. 0.00 23. 19 0.00 0.00 31. 5. 0.00 0.00 122. 35. 0.00 0.00 0.00 13. 0.00 12. 20 0.00 0.00 36. 6. 0.00 0.00 142. 40. 0.00 0.00 0.06 7. 0.01 12. 21 0.00 0.00 39. 6. 0.00 0.00 150. 43. 0.00 0.00 0.00 18. 0.00 17. 22 0.00 0.00 23. 3. 0.03 0.00 71. 20. 0.16 0.00 0.00 12. 0.00 11. 23 0.00 0.00 31. 4. 0.03 0.00 102. 29. 0.00 0.00 0.00 27. 0.00 25. 24 0.07 0.00 13. 2. 0.00 0.00 47. 13. 0.04 0.00 0.10 12. 0.00 20. 25 0.00 0.00 26. 4. 0.17 0.16 97. 28. 0.00 0.00 0.00 19. 0.00 18. 26 0.25 0.46 0. 3. 0.09 0.18 82. 23. 0.04 0.00 0.00 16. 0.00 15. 27 0.00 0.00 9. 0. 0.06 0.10 0. 0. 0.00 0.00 0.00 18. 0.00 17. 28 0.00 0.00 23. 3. 0.00 0.00 83. 24. 0.00 0.00 0.00 21. 0.00 19. 29 0.00 0.00 33. 5. 0.00 0.00 119. 34. 0.00 0.00 0.00 24. 0.00 22. 30 0.00 0.00 38. 6. 0.00 0.00 134. 38. 0.00 0.00 0.00 21. 0.00 20. TOTALS 0.55 0.96 863. 145. 0.76 0.89 3579. 1020. 0.32 0.39 0.84 460. 0.42 487. 1 UPPER COLORADO RIVER DAILY DATA COLLECTION FOR JUNE 2001 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 1278 71 0 0 0.00 221 4 826 66 74 34 0.00 2 1518 70 0 0 0.00 199 2 948 66 76 43 0.00 3 1570 70 0 0 0.00 190 2 849 66 69 35 0.00 4 1194 70 0 0 0.00 177 1 820 66 63 25 0.00 5 1021 70 0 0 0.00 155 1 772 66 67 32 0.00 6 956 72 0 0 0.00 143 1 700 66 76 38 0.00 7 1211 76 74 33 0.00 149 1 805 66 77 38 0.00 8 1120 77 77 40 0.00 140 1 852 78 74 41 0.00 9 1310 77 74 40 0.11 128 1 875 80 77 43 0.00 10 1060 77 81 36 0.00 118 1 858 80 82 40 0.00 11 1135 76 80 35 0.00 119 1 875 86 78 41 0.00 12 1017 77 78 33 0.00 124 2 854 92 73 32 0.15 13 970 79 73 34 0.25 108 2 779 92 38 28 0.35 14 651 79 45 32 0.02 106 2 699 92 52 30 0.00 15 625 79 69 26 0.00 95 2 527 92 68 33 0.00 16 588 79 75 30 0.00 86 2 579 92 75 33 0.00 17 578 79 78 31 0.00 80 2 528 92 78 39 0.00 18 578 79 78 32 0.00 74 2 592 91 76 39 0.00 19 682 79 77 39 0.00 71 2 569 91 76 42 0.00 20 619 82 75 38 0.00 68 1 700 91 75 36 0.00 21 653 82 77 35 0.00 64 1 721 91 77 40 0.00 22 582 82 75 34 0.03 59 1 747 91 74 39 0.00 23 591 82 76 36 0.03 62 1 818 91 80 46 0.00 24 534 82 80 40 0.00 56 1 815 91 79 44 0.00 25 644 82 79 41 0.17 56 1 873 91 78 44 0.00 26 660 83 78 45 0.09 58 1 867 91 73 46 0.46 27 595 84 76 49 0.06 58 1 969 91 73 43 0.00 28 577 84 82 40 0.00 53 4 849 91 79 44 0.00 29 579 84 83 42 0.00 49 5 834 91 80 46 0.00 30 529 84 84 44 0.00 51 5 714 91 84 48 0.00