Sender: KBRICKER@ibr6gw80.gp.usbr.gov Received: from gpnetmgr.gp.usbr.gov (gpnetmgr.gp.usbr.gov [140.219.17.247]) by arl-img-10.compuserve.com (8.8.6/8.8.6/2.2) with SMTP id QAA04920 for <75667.1326@compuserve.com>; Fri, 8 Aug 1997 16:53:13 -0400 (EDT) Received: from ibr6gw80.gp.usbr.gov by gpnetmgr.gp.usbr.gov (4.1/SMI-4.1) id AA00422; Fri, 8 Aug 97 14:53:27 MDT Errors-To: postmaster@gp.usbr.gov Received: from ibr6dm80-Message_Server by ibr6gw80.gp.usbr.gov with Novell_GroupWise; Fri, 08 Aug 1997 14:53:26 -0600 Message-Id: X-Mailer: Novell GroupWise 4.1 Date: Fri, 08 Aug 1997 14:51:57 -0600 From: Kathy Bricker To: 75667.1326@compuserve.com Subject: July log Hi Ben---- attached is the final CBT July log. Kathy ------------------- SPLOG.JUL follows -------------------- PICK SLOAN MISSOURI BASIN PROGRAM UNITED STATES BUREAU OF RECLAMATION WESTERN DIVISION WATER AND POWER SYSTEM AS OF 08/08/97 WATER AND POWER CONTROL DIVISION TIME: 07:22:53 LOVELAND, COLORADO JULY 1997 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) 250901 1 9016.15 251286 100 1045 1145 0 2290 385 2719 1360 18 1378 0.00 65 26 44 849 2 9016.33 251866 100 863 963 0 1926 580 2550 1275 16 1291 0.00 76 33 44 838 3 9016.53 252511 100 764 864 0 1728 645 2417 1209 20 1229 0.00 68 33 44 784 4 9016.65 252900 100 759 859 0 1718 389 2151 1076 31 1107 0.00 70 33 44 662 5 9016.76 253256 100 759 859 0 1718 356 2118 1059 28 1087 0.00 71 35 44 711 6 9016.86 253581 100 759 859 0 1718 325 2087 1044 25 1069 0.00 75 34 44 625 7 9016.91 253743 100 759 859 0 1718 162 1924 962 22 984 0.00 77 36 44 653 8 9016.98 253971 100 670 770 0 1540 228 1794 897 15 912 0.07 74 33 26 767 9 9017.05 254199 100 657 757 0 1514 228 1786 893 14 907 0.00 76 36 44 617 10 9017.05 254199 100 660 760 85 1690 0 1734 867 9 876 0.00 76 41 44 580 11 9017.02 254101 100 526 626 191 1634 -98 1580 790 9 799 0.00 67 35 44 835 12 9017.03 254134 100 412 512 229 1482 33 1559 780 8 788 0.00 72 37 44 534 13 9017.04 254167 100 303 403 274 1354 33 1431 716 12 728 0.00 71 33 44 626 14 9017.09 254330 100 205 305 356 1322 163 1529 765 16 781 0.00 75 34 44 610 15 9017.08 254297 100 103 203 455 1316 -33 1327 664 18 682 0.00 79 35 44 692 16 9017.15 254525 100 33 133 379 1024 228 1296 648 16 664 0.00 79 38 44 651 17 9017.17 254591 100 40 140 466 1212 66 1322 661 16 677 0.00 79 37 44 475 18 9017.21 254721 100 50 150 468 1236 130 1366 683 19 702 0.19 75 40 0 679 19 9017.24 254819 100 59 159 468 1254 98 1394 697 23 720 0.01 64 40 42 648 20 9017.24 254819 100 64 164 468 1264 0 1308 654 21 675 0.00 71 38 44 530 21 9017.20 254689 100 54 154 498 1304 -130 1174 587 21 608 0.20 76 38 0 585 22 9017.15 254525 100 41 141 503 1288 -164 1168 584 21 605 0.00 73 43 44 496 23 9017.21 254721 100 41 141 331 944 196 1184 592 20 612 0.00 73 43 44 461 24 9017.16 254558 100 42 142 487 1258 -163 1139 570 23 593 0.00 75 35 44 600 25 9017.09 254330 100 27 127 488 1230 -228 1046 523 21 544 0.00 74 40 44 588 26 9017.03 254134 100 14 114 484 1196 -196 1044 522 16 538 0.00 77 46 44 465 27 9016.98 253971 100 8 108 479 1174 -163 1029 515 2 517 0.10 66 49 18 379 28 9017.05 254199 100 10 110 358 936 228 1164 582 1 583 0.17 68 45 0 547 29 9017.28 254950 100 51 151 50 402 751 1184 592 7 599 0.05 67 47 31 481 30 9017.52 255736 100 144 244 0 488 786 1274 637 11 648 0.42 70 46 0 394 31 9017.68 256262 100 249 349 48 794 526 1344 672 7 679 0.08 62 43 24 566 TOTAL CFS 3100 10171 13271 7565 24076 506 24582 18928 TOTAL AF 5361 6200 20342 26542 15130 41672 5361 48142 48142 1012 49164 1.29 72 38 1109 37856 NOTE: USE FACTOR OF 2.0 TO CONVERT CFS TO AF/DAY, 0.5 TO CONVERT AF/DAY TO CFS PICK SLOAN MISSOURI BASIN PROGRAM UNITED STATES BUREAU OF RECLAMATION WESTERN DIVISION WATER AND POWER SYSTEM AS OF 08/08/97 WATER AND POWER CONTROL DIVISION TIME: 07:22:53 LOVELAND, COLORADO JULY 1997 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) 145932 1 7946.19 145685 1462 626 2088 4141 -247 3956 1994 215 18 2227 0.00 70 33 8285 2 7946.29 145891 1469 209 1678 3328 206 3572 1801 312 16 2129 0.00 82 32 7120 3 7946.44 146199 1253 213 1466 2908 308 3268 1648 345 20 2013 0.00 73 39 6402 4 7946.51 146343 732 703 1435 2846 144 3017 1521 217 31 1769 0.00 77 36 6043 5 7946.66 146652 735 653 1388 2753 309 3114 1570 200 28 1798 0.00 76 37 5737 6 7946.78 146898 734 609 1343 2664 246 2943 1484 185 25 1694 0.00 76 37 5432 7 7946.97 147289 1103 193 1296 2571 391 2999 1512 103 22 1637 0.00 82 45 5220 8 7947.24 147849 1237 0 1237 2454 560 3048 1537 127 15 1679 0.02 77 40 4723 9 7947.41 148203 1184 0 1184 2348 354 2725 1374 136 14 1524 0.04 80 40 4278 10 7947.58 148556 1143 0 1143 2267 353 2657 1340 107 9 1456 0.00 78 45 4319 11 7947.93 149283 1083 0 1083 2148 727 2897 1461 164 9 1634 0.00 71 39 4215 12 7947.93 149283 1035 0 1035 2053 0 2075 1046 268 8 1322 0.00 76 44 4079 13 7947.93 149283 1010 0 1010 2003 0 2041 1029 313 12 1354 0.01 75 37 3960 14 7947.83 149075 1010 0 1010 2003 -208 1815 915 460 16 1391 0.10 83 37 3796 15 7947.70 148805 1011 0 1011 2005 -270 1775 895 461 18 1374 0.00 86 40 3650 16 7947.47 148327 1012 0 1012 2007 -478 1556 784 515 16 1315 0.00 85 43 3519 17 7947.22 147808 863 0 863 1712 -519 1220 615 521 16 1152 0.00 85 43 3456 18 7947.33 148036 706 0 706 1400 228 1645 829 533 19 1381 0.06 80 45 3288 19 7947.45 148286 675 0 675 1339 250 1601 807 538 23 1368 0.06 69 43 3173 20 7947.56 148514 570 0 570 1131 228 1376 694 490 21 1205 0.00 79 42 3275 21 7947.78 148971 496 0 496 984 457 1465 739 433 21 1193 0.00 83 47 3070 22 7947.95 149324 441 0 441 875 353 1263 637 443 21 1101 0.00 80 44 2861 23 7948.15 149742 391 0 391 776 418 1194 602 451 20 1073 0.22 78 48 2739 24 7948.51 150497 348 0 348 690 755 1471 742 428 23 1193 0.00 79 50 2812 25 7948.88 151272 306 0 306 607 775 1419 715 396 21 1132 0.00 83 45 2648 26 7949.12 151778 309 0 309 613 506 1148 579 408 16 1003 0.00 81 48 2485 27 7949.27 152095 311 0 311 617 317 966 487 407 2 896 0.00 73 51 2315 28 7949.57 152730 323 0 323 641 635 1303 657 472 1 1130 0.23 74 51 2400 29 7949.79 153195 384 0 384 762 465 1254 632 441 7 1080 0.03 73 50 2440 30 7949.86 153343 550 0 550 1091 148 1266 638 393 11 1042 0.12 74 51 2508 31 7949.71 153026 1061 0 1061 2104 -317 1814 915 323 7 1245 0.00 69 45 2692 TOTAL CFS 24947 3206 28153 32199 10805 506 43510 122940 TOTAL AF 7094 49483 6359 55841 55841 7094 63863 63866 21430 1011 86298 0.89 78 43 243851 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 PICK SLOAN MISSOURI BASIN PROGRAM UNITED STATES BUREAU OF RECLAMATION WESTERN DIVISION WATER AND POWER SYSTEM AS OF 08/08/97 WATER AND POWER CONTROL DIVISION TIME: 07:22:53 LOVELAND, COLORADO JULY 1997 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) 9962 1 8127.95 9954 166 0 45 0 0 0 166 329 -8 329 166 2 8128.28 10049 117 0 45 0 0 0 117 232 95 332 167 3 8128.58 10136 101 0 45 0 0 0 101 200 87 294 148 4 8128.85 10216 99 0 45 0 0 0 99 196 80 279 141 5 8128.92 10236 114 0 45 0 0 0 114 226 20 253 128 6 8128.90 10230 121 0 45 1 0 0 122 242 -6 240 121 7 8128.88 10224 107 0 45 0 17 0 124 246 -6 245 124 8 8128.10 9997 74 0 45 1 13 135 223 442 -227 220 111 9 8128.04 9979 52 0 45 2 0 34 88 175 -18 161 81 10 8128.26 10043 52 0 45 2 0 12 66 131 64 200 101 11 8128.45 10098 52 0 45 2 0 0 54 107 55 164 83 12 8128.63 10151 52 0 45 2 0 0 54 107 53 163 82 13 8128.78 10195 52 0 45 2 0 0 54 107 44 156 79 14 8128.12 10003 52 0 45 2 0 132 186 369 -192 182 92 15 8127.21 9743 52 0 45 2 0 140 194 385 -260 130 66 16 8127.27 9760 52 0 45 2 0 0 54 107 17 127 64 17 8127.32 9774 52 0 45 2 0 0 54 107 14 124 63 18 8127.36 9785 52 0 45 2 0 0 54 107 11 121 61 19 8127.43 9805 52 0 45 1 0 0 53 105 20 127 64 20 8127.47 9816 52 0 45 1 0 0 53 105 11 118 59 21 8127.49 9822 52 0 45 1 0 0 53 105 6 114 57 22 8127.49 9822 52 0 45 1 0 0 53 105 0 109 55 23 8127.49 9822 52 0 45 1 0 0 53 105 0 108 54 24 8127.49 9822 52 0 45 1 0 0 53 105 0 108 54 25 8127.48 9819 53 0 45 1 0 0 54 107 -3 109 55 26 8127.54 9836 25 0 18 1 0 0 26 52 17 72 36 27 8127.74 9893 12 0 5 1 0 0 13 26 57 87 44 28 8127.96 9956 12 0 5 1 0 0 13 26 63 92 46 29 8128.23 10034 12 0 5 1 0 0 13 26 78 107 54 30 8128.46 10101 12 0 5 1 0 0 13 26 67 96 48 31 8128.75 10186 12 0 5 1 0 0 13 26 85 114 57 TOTAL CFS 1869 0 1168 35 30 453 2387 2561 TOTAL AF 224 3705 0 2311 70 60 899 4734 4734 224 5081 5081 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 PICK SLOAN MISSOURI BASIN PROGRAM UNITED STATES BUREAU OF RECLAMATION WESTERN DIVISION WATER AND POWER SYSTEM AS OF 08/08/97 WATER AND POWER CONTROL DIVISION TIME: 07:22:53 LOVELAND, COLORADO JULY 1997 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 PICK SLOAN MISSOURI BASIN PROGRAM UNITED STATES BUREAU OF RECLAMATION WESTERN DIVISION WATER AND POWER SYSTEM AS OF 08/08/97 WATER AND POWER CONTROL DIVISION TIME: 07:22:53 LOVELAND, COLORADO JULY 1997 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 17570 1 8366.50 8366.57 17543 492 438 930 1845 -27 1874 0 1874 945 0.00 0.00 76 37 2 8366.50 8366.60 17583 527 131 658 1305 40 1379 61 1318 664 0.00 0.00 76 29 3 8366.66 8366.74 17850 473 50 523 1037 267 1351 147 1204 607 0.00 0.00 74 36 4 8366.60 8366.69 17753 547 50 597 1184 -97 1111 34 1077 543 0.00 0.00 72 35 5 8366.66 8366.75 17863 549 50 599 1188 110 1345 355 990 499 0.00 0.00 73 33 6 8366.55 8366.64 17661 542 50 592 1174 -202 1002 171 831 419 0.00 0.00 75 36 7 8366.59 8366.68 17734 547 50 597 1184 73 1290 547 743 375 0.00 0.00 77 35 8 8366.62 8366.73 17816 549 50 599 1188 82 1303 547 756 381 0.00 0.00 72 40 9 8366.65 8366.73 17831 472 50 522 1035 15 1076 274 802 404 0.00 0.00 77 37 10 8366.69 8366.81 17959 458 50 508 1008 128 1169 343 826 416 0.00 0.00 77 40 11 8366.66 8366.79 17916 547 50 597 1184 -43 1158 508 650 328 0.02 0.01 76 42 12 8366.62 8366.71 17790 548 50 598 1186 -126 1080 547 533 269 0.00 0.00 73 37 13 8366.60 8366.69 17753 546 50 596 1182 -37 1177 617 560 282 0.02 0.01 72 42 14 8366.60 8366.70 17767 550 50 600 1190 14 1237 706 531 268 0.00 0.00 77 35 15 8366.64 8366.75 17853 551 50 601 1192 86 1313 823 490 247 0.00 0.00 80 36 16 8366.70 8366.83 17990 531 50 581 1152 137 1310 823 487 246 0.02 0.01 79 40 17 8366.76 8366.87 18073 504 50 554 1099 83 1206 823 383 193 0.00 0.00 80 39 18 8366.67 8366.79 17921 498 50 548 1087 -152 959 494 465 234 0.00 0.00 74 41 19 8366.71 8366.84 18009 495 50 545 1081 88 1184 823 361 182 0.03 0.05 71 44 20 8366.68 8366.79 17926 497 50 547 1085 -83 1017 617 400 202 0.00 0.00 72 42 21 8366.71 8366.84 18009 496 50 546 1083 83 1187 821 366 185 0.00 0.01 79 40 22 8366.75 8366.87 18068 507 50 557 1105 59 1195 821 374 189 0.00 0.00 79 44 23 8366.75 8366.87 18068 530 50 580 1150 0 1170 821 349 176 0.00 0.00 77 51 24 8366.75 8366.85 18042 506 50 556 1103 -26 1099 718 381 192 0.01 0.30 77 47 25 8366.63 8366.72 17808 495 50 545 1081 -234 879 480 399 201 0.00 0.00 81 44 26 8366.75 8366.87 18068 367 50 417 827 260 1112 821 291 147 0.00 0.00 79 45 27 8366.70 8366.83 17990 375 50 425 843 -78 793 444 349 176 0.00 0.00 75 54 28 8366.72 8366.86 18040 399 50 449 891 50 965 547 418 211 0.34 0.23 70 49 29 8366.71 8366.79 17942 269 136 405 803 -98 729 34 695 350 0.14 0.20 67 48 30 8366.74 8366.79 17957 213 188 401 795 15 834 0 834 420 0.15 0.41 72 49 31 8366.67 8366.73 17841 205 278 483 958 -116 866 0 866 437 1.53 0.97 69 51 TOTAL CFS 14785 2471 17256 10388 75 41 TOTAL AF 271 29325.6 4897 34225 34225 271 35370 14767 20603 20607 2.26 2.20 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 PICK SLOAN MISSOURI BASIN PROGRAM UNITED STATES BUREAU OF RECLAMATION WESTERN DIVISION WATER AND POWER SYSTEM AS OF 08/08/97 WATER AND POWER CONTROL DIVISION TIME: 07:22:53 LOVELAND, COLORADO JULY 1997 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) 535054 1 8279.50 536138 0 96 150 7.4 253 502 1084 1806 911 438 0 0 473 1418 268 2 8279.54 536428 31 107 278 7.4 423 839 290 1265 638 131 0 0 507 1171 377 3 8279.54 536428 74 107 370 7.4 558 1107 0 1291 651 50 0 0 601 1208 392 4 8279.57 536645 17 107 163 7.4 294 583 217 896 452 50 0 0 402 945 275 5 8279.58 536717 179 107 123 7.4 416 825 72 1081 545 50 0 0 495 994 262 6 8279.62 537007 86 107 51 7.4 251 498 290 906 457 50 0 0 407 826 150 7 8279.65 537224 276 91 0 7.4 374 742 217 1091 550 50 0 0 500 875 81 8 8279.69 537514 276 87 0 7.4 370 734 290 1156 583 50 135 0 398 779 73 9 8279.75 537948 138 85 0 7.4 230 456 434 995 502 50 34 0 418 822 74 10 8279.81 538383 173 83 0 7.4 263 522 435 1089 549 50 12 0 487 903 75 11 8279.82 538456 256 83 64 7.4 410 813 73 953 480 50 0 0 430 758 137 12 8279.80 538311 276 83 94 8.0 461 914 -145 848 428 50 0 0 378 647 177 13 8279.76 538021 311 83 37 8.0 439 871 -290 709 357 50 0 0 307 589 111 14 8279.75 537948 356 87 0 8.0 451 895 -73 954 481 50 132 0 299 567 72 15 8279.76 538021 415 90 0 8.0 513 1018 73 1232 621 50 140 0 431 678 77 16 8279.72 537731 415 88 0 8.0 511 1014 -290 808 407 50 0 0 357 603 77 17 8279.67 537369 415 87 0 8.0 510 1012 -362 746 376 50 0 0 326 519 75 18 8279.67 537369 249 87 0 8.4 344 682 0 778 392 50 0 0 342 576 75 19 8279.63 537079 415 88 0 8.4 511 1014 -290 785 396 50 0 0 346 528 76 20 8279.61 536935 311 88 0 8.4 407 807 -144 724 365 50 0 0 315 517 75 21 8279.56 536573 414 88 0 8.1 510 1012 -362 733 370 50 0 0 320 505 74 22 8279.50 536138 414 88 0 8.0 510 1012 -435 700 353 50 0 0 303 492 75 23 8279.44 535705 414 88 0 8.0 510 1012 -433 658 332 50 0 0 282 458 74 24 8279.39 535343 362 88 0 8.1 458 908 -362 632 319 50 0 0 269 461 75 25 8279.36 535126 242 88 0 8.0 338 670 -217 580 292 50 0 0 242 443 77 26 8279.31 534765 414 85 0 8.0 507 1006 -361 746 376 50 0 0 326 473 76 27 8279.30 534693 224 85 0 8.0 317 629 -72 666 336 50 0 0 286 462 76 28 8279.27 534476 276 76 0 8.0 360 714 -217 591 298 50 0 0 248 459 75 29 8279.31 534765 17 65 0 8.0 90 179 289 562 283 136 0 0 147 497 74 30 8279.45 535777 0 66 0 8.4 74 147 1012 1253 632 188 0 0 444 864 80 31 8279.59 536790 0 84 106 8.2 198 393 1013 1500 756 278 0 0 478 915 187 TOTAL CFS 7446 2742 1436 243.4 11861 14488 2471 453 0 11564 21952 3922 TOTAL AF 1736 14767 5446 2847 482.8 23530 23530 1736 28734 28734 4897 899 0 22938 43539 7786 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 PICK SLOAN MISSOURI BASIN PROGRAM UNITED STATES BUREAU OF RECLAMATION WESTERN DIVISION WATER AND POWER SYSTEM AS OF 08/08/97 WATER AND POWER CONTROL DIVISION TIME: 07:22:53 LOVELAND, COLORADO JULY 1997 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. 675 2651 1 34.76 71.80 719 2511 -96 975.9 492.0 6.00 1041.3 525.0 480.0 501.0 0 0 0 0.00 69 44 2 33.43 72.31 668 2596 34 1045.3 527.0 5.00 894.5 451.0 422.0 486.0 0 0 0 0.00 68 37 3 35.48 71.30 747 2429 -88 938.2 473.0 5.00 1001.7 505.0 407.0 424.0 0 0 0 0.00 64 44 4 33.26 71.91 662 2529 15 1085.0 547.0 5.00 1049.3 529.0 397.0 413.0 0 0 0 0.00 70 44 5 37.75 71.37 838 2441 88 1088.9 549.0 4.00 971.9 490.0 385.0 404.0 0 0 0 0.00 66 39 6 37.98 71.58 847 2475 43 1075.0 542.0 4.00 995.7 502.0 365.0 388.0 0 0 0 0.00 79 39 7 38.09 71.60 852 2478 8 1085.0 547.0 3.00 1057.2 533.0 362.0 375.0 0 0 0 0.00 81 40 8 39.30 71.37 902 2441 13 1088.9 549.0 3.00 1083.0 546.0 367.0 367.0 0 0 0 0.24 77 47 9 31.90 73.12 611 2733 1 936.2 472.0 3.00 910.4 459.0 354.0 370.0 0 0 0 0.00 79 42 10 34.41 72.07 706 2556 -82 908.4 458.0 2.00 797.4 402.0 255.0 354.0 0 0 0 0.00 77 46 11 35.87 71.85 763 2519 20 1085.0 547.0 2.00 1053.2 531.0 348.0 356.0 0 0 0 0.00 72 45 12 37.46 71.12 826 2400 -56 1086.9 548.0 2.00 1063.1 536.0 308.0 350.0 0 0 0 0.00 77 40 13 34.36 72.05 704 2552 30 1083.0 546.0 2.00 1053.2 531.0 308.0 310.0 0 0 0 0.00 75 52 14 36.34 71.66 781 2488 13 1090.9 550.0 1.00 1049.3 529.0 293.0 309.0 0 0 0 0.00 78 41 15 36.69 71.71 795 2496 22 1092.9 551.0 1.00 1051.2 530.0 286.0 297.0 0 0 0 0.00 85 41 16 36.52 71.99 788 2542 39 1053.2 531.0 1.00 1025.5 517.0 291.0 287.0 0 86 0 0.00 84 43 17 36.47 71.88 786 2524 -20 999.7 504.0 1.00 989.8 499.0 275.0 291.0 0 0 0 0.00 83 48 18 35.76 72.07 758 2556 4 987.8 498.0 1.00 1011.6 510.0 287.0 274.0 0 0 0 0.24 79 47 19 38.07 71.67 851 2490 27 981.8 495.0 1.00 997.7 503.0 293.0 273.0 0 0 0 0.08 72 52 20 33.98 72.46 689 2621 -31 985.8 497.0 0.00 1041.3 525.0 306.0 294.0 0 0 0 0.00 73 47 21 33.48 72.36 670 2604 -36 983.8 496.0 0.00 991.7 500.0 292.0 306.0 0 0 0 0.00 77 44 22 34.28 71.96 701 2537 -36 1005.6 507.0 0.00 964.0 486.0 272.0 311.0 0 0 0 0.00 80 46 23 38.63 71.39 874 2444 80 1051.2 530.0 0.00 965.9 487.0 269.0 272.0 0 0 0 0.00 80 53 24 37.03 71.86 809 2521 12 1003.6 506.0 0.00 1045.3 527.0 299.0 272.0 0 0 0 0.00 79 58 25 38.25 71.26 858 2423 -49 981.8 495.0 0.00 1003.6 506.0 283.0 297.0 0 0 0 0.00 78 50 26 34.96 72.04 727 2551 -3 727.9 367.0 0.00 680.3 343.0 261.0 287.0 0 0 0 0.04 80 48 27 32.69 72.11 641 2562 -75 743.8 375.0 0.00 795.4 401.0 248.0 260.0 0 0 0 0.00 74 56 28 33.19 72.00 659 2544 0 791.4 399.0 0.00 761.7 384.0 233.0 248.0 0 0 0 0.08 64 55 29 33.50 72.45 671 2619 87 533.6 269.0 0.00 493.9 249.0 260.0 237.0 0 0 0 0.31 72 54 30 35.20 72.18 736 2574 20 422.5 213.0 0.00 426.4 215.0 272.0 260.0 0 0 0 0.51 73 53 31 38.47 71.67 867 2490 47 406.6 205.0 0.00 563.3 284.0 375.0 273.0 0 0 0 0.28 69 50 TOTAL CFS 14785.0 14535.0 9853.010146.0 0 TOTAL AF 192 -161 31 103.14 19543. 20124. 0 86 0 1.78 75 47 29325.6 28829.7 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 PICK SLOAN MISSOURI BASIN PROGRAM UNITED STATES BUREAU OF RECLAMATION WESTERN DIVISION WATER AND POWER SYSTEM AS OF 08/08/97 WATER AND POWER CONTROL DIVISION TIME: 07:22:53 LOVELAND, COLORADO JULY 1997 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) 1 492.0 6.0 0.0 426.0 972.0 1928 525.0 501.0 1026.0 2035 -96 480.0 2 527.0 5.0 0.0 363.0 949.0 1882 451.0 486.0 937.0 1859 34 422.0 3 473.0 5.0 0.0 361.0 880.0 1745 505.0 424.0 929.0 1843 -88 407.0 4 547.0 5.0 0.0 350.0 944.0 1872 529.0 413.0 942.0 1868 15 397.0 5 549.0 4.0 0.0 341.0 934.0 1853 490.0 404.0 894.0 1773 88 385.0 6 542.0 4.0 0.0 316.0 907.0 1799 502.0 388.0 890.0 1765 43 365.0 7 547.0 3.0 0.0 306.0 909.0 1803 533.0 375.0 908.0 1801 8 362.0 8 549.0 3.0 0.0 310.0 916.0 1817 546.0 367.0 913.0 1811 13 367.0 9 472.0 3.0 0.0 293.0 826.0 1638 459.0 370.0 829.0 1644 1 354.0 10 458.0 2.0 0.0 297.0 713.0 1414 402.0 354.0 756.0 1500 -82 255.0 11 547.0 2.0 0.0 301.0 895.0 1775 531.0 356.0 887.0 1759 20 348.0 12 548.0 2.0 0.0 266.0 856.0 1698 536.0 350.0 886.0 1757 -56 308.0 13 546.0 2.0 0.0 261.0 854.0 1694 531.0 310.0 841.0 1668 30 308.0 14 550.0 1.0 0.0 252.0 843.0 1672 529.0 309.0 838.0 1662 13 293.0 15 551.0 1.0 0.0 241.0 837.0 1660 530.0 297.0 827.0 1640 22 286.0 16 531.0 1.0 0.0 238.0 822.0 1630 517.0 287.0 804.0 1595 39 291.0 17 504.0 1.0 0.0 224.0 779.0 1545 499.0 291.0 790.0 1567 -20 275.0 18 498.0 1.0 0.0 228.0 785.0 1557 510.0 274.0 784.0 1555 4 287.0 19 495.0 1.0 0.0 233.0 788.0 1563 503.0 273.0 776.0 1539 27 293.0 20 497.0 0.0 0.0 244.0 803.0 1593 525.0 294.0 819.0 1624 -31 306.0 21 496.0 0.0 0.0 235.0 788.0 1563 500.0 306.0 806.0 1599 -36 292.0 22 507.0 0.0 0.0 220.0 779.0 1545 486.0 311.0 797.0 1581 -36 272.0 23 530.0 0.0 0.0 211.0 799.0 1585 487.0 272.0 759.0 1505 80 269.0 24 506.0 0.0 0.0 239.0 805.0 1597 527.0 272.0 799.0 1585 12 299.0 25 495.0 0.0 0.0 228.0 778.0 1543 506.0 297.0 803.0 1593 -49 283.0 26 367.0 0.0 0.0 203.0 628.0 1246 343.0 287.0 630.0 1250 -3 261.0 27 375.0 0.0 0.0 190.0 623.0 1236 401.0 260.0 661.0 1311 -75 248.0 28 399.0 0.0 0.0 180.0 632.0 1254 384.0 248.0 632.0 1254 0 233.0 29 269.0 0.0 0.0 197.0 529.0 1049 249.0 237.0 486.0 964 87 260.0 30 213.0 0.0 0.0 213.0 485.0 962 215.0 260.0 475.0 942 20 272.0 31 205.0 0.0 0.0 312.0 580.0 1150 284.0 273.0 557.0 1105 47 375.0 TOTAL CFS 14785.0 0.0 8279.0 24638.0 14535.0 10146.0 24681.0 9853.0 AF 29325.6 103.1 0.0 16421.1 48868.7 48868 28829.7 20124.3 48954.0 48954 31 19543.1 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 PICK SLOAN MISSOURI BASIN PROGRAM UNITED STATES BUREAU OF RECLAMATION WESTERN DIVISION WATER AND POWER SYSTEM AS OF 08/08/97 WATER AND POWER CONTROL DIVISION TIME: 07:22:53 LOVELAND, COLORADO JULY 1997 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 1785 654 109779 152624 1 78.4 2028 65.3 440 0.0 363.3 0.0 0.0 0.0 221.9 0.0 0.0 67.7 5756.66 109564 5427.83 152343 0 2 75.5 1768 68.1 551 0.0 363.0 0.0 0.0 0.0 221.9 0.0 0.0 67.2 5756.46 109337 5427.66 152002 0 3 74.8 1708 68.4 563 0.0 362.3 0.0 0.0 0.0 221.8 0.0 0.0 67.0 5756.05 108873 5427.43 151541 0 4 74.5 1683 70.4 649 0.0 361.6 0.0 0.0 0.0 221.7 0.0 0.0 68.6 5755.58 108341 5427.13 150940 0 5 76.0 1811 68.4 563 0.0 360.7 0.0 0.0 0.0 221.5 0.0 0.0 70.0 5755.00 107687 5426.68 150043 0 6 76.0 1811 69.4 606 0.0 359.8 0.0 0.0 0.0 221.4 0.0 0.0 67.3 5754.39 107000 5426.04 148771 0 7 77.3 1927 66.7 494 0.0 358.7 0.0 0.0 0.0 221.2 0.0 0.0 67.2 5753.67 106191 5425.34 147387 0 8 76.5 1855 68.8 580 0.0 357.4 0.0 0.0 0.0 221.0 0.0 0.0 66.6 5752.78 105194 5424.75 146225 0 9 77.0 1900 66.2 474 0.0 356.0 0.0 0.0 0.0 220.7 0.0 0.0 65.6 5751.82 104122 5424.05 144855 0 10 74.5 1683 70.6 658 0.0 354.4 0.0 0.0 0.0 220.3 0.0 0.0 68.1 5750.77 102954 5423.29 143376 0 11 76.1 1820 68.4 563 0.0 352.9 0.0 0.0 0.0 220.0 0.0 0.0 68.8 5749.76 101835 5422.87 142562 0 12 78.2 2009 63.4 371 0.0 351.3 0.0 0.0 0.0 219.6 0.0 0.0 66.3 5748.67 100632 5422.45 141750 0 13 75.1 1734 70.7 663 0.0 349.7 0.0 0.0 0.0 219.2 0.0 0.0 67.1 5747.58 99434 5422.03 140941 0 14 76.6 1864 67.9 542 0.0 348.3 0.0 0.0 0.0 218.9 0.0 0.0 68.9 5746.60 98361 5421.67 140250 0 15 75.3 1751 70.4 649 0.0 347.6 0.0 0.0 0.0 218.7 0.0 0.0 68.4 5746.13 97847 5421.56 140039 418 16 76.2 1829 69.2 597 0.0 346.9 0.0 0.0 0.0 218.5 0.0 0.0 68.9 5745.65 97324 5421.58 140078 522 17 76.3 1838 68.5 567 0.0 346.2 0.0 0.0 0.0 218.3 0.0 0.0 68.5 5745.11 96737 5421.55 140020 0 18 76.9 1891 67.8 538 0.0 346.2 0.0 0.0 0.0 218.3 0.0 0.0 67.6 5745.11 0 5421.58 140078 0 19 76.8 1882 67.2 514 0.0 346.2 0.0 0.0 0.0 218.3 0.0 0.0 65.6 5745.11 0 5421.61 140135 0 20 75.7 1785 70.2 640 0.0 343.7 0.0 0.0 0.0 217.5 0.0 0.0 68.1 5743.36 94841 5421.75 140404 0 21 76.0 1811 69.5 610 0.0 342.9 0.0 0.0 0.0 217.3 0.0 0.0 70.4 5742.86 94301 5421.89 140672 0 22 75.8 1794 69.0 588 0.0 342.2 0.0 0.0 0.0 217.1 0.0 0.0 66.8 5742.34 93741 5421.95 140788 0 23 76.5 1855 67.5 526 0.0 341.4 0.0 0.0 0.0 216.8 0.0 0.0 67.3 5741.79 93150 5421.95 140788 0 24 76.9 1891 67.5 526 0.0 340.7 0.0 0.0 0.0 216.6 0.0 0.0 66.6 5741.27 92593 5422.11 141095 0 25 77.0 1900 68.0 546 0.0 340.7 0.0 0.0 0.0 216.6 0.0 0.0 67.6 5741.27 0 5422.23 141326 0 26 74.9 1717 70.3 645 0.0 340.7 0.0 0.0 0.0 216.6 0.0 0.0 67.6 5741.27 0 5422.34 141538 0 27 75.4 1759 69.3 601 0.0 338.6 0.0 0.0 0.0 215.9 0.0 0.0 70.2 5739.76 90984 5422.48 141808 0 28 75.6 1776 69.6 614 0.0 338.0 0.0 0.0 0.0 215.6 0.0 0.0 68.5 5739.34 90537 5424.39 145520 0 29 75.3 1751 67.8 538 0.0 337.5 0.0 0.0 0.0 215.5 0.0 0.0 68.0 5738.99 90165 5424.80 146323 0 30 74.0 1642 69.2 597 0.0 337.1 0.0 0.0 0.0 215.3 0.0 0.0 68.1 5738.68 89836 5425.00 146717 0 31 74.6 1691 69.6 614 0.0 336.8 0.0 0.0 0.0 215.2 0.0 0.0 68.9 5738.45 89592 5425.17 147052 0 TOTAL CFS 0.0 TOTAL AF -94 -40 0.0 0.0 0.0 0.0 0.0 0.0 -20187 -5572 940 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 PICK SLOAN MISSOURI BASIN PROGRAM UNITED STATES BUREAU OF RECLAMATION WESTERN DIVISION WATER AND POWER SYSTEM AS OF 08/08/97 WATER AND POWER CONTROL DIVISION TIME: 07:22:53 LOVELAND, COLORADO JULY 1997 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 15.00 323.00 338.00 0.00 400.00 479.00 2 0.00 0.00 0.00 0.00 15.00 242.00 257.00 0.00 400.00 408.00 3 0.00 0.00 0.00 0.00 20.00 182.00 202.00 0.00 400.00 336.00 4 0.00 0.00 0.00 0.00 25.00 149.00 174.00 0.00 400.00 336.00 5 0.00 0.00 0.00 0.00 25.00 86.00 111.00 0.00 400.00 195.00 6 0.00 0.00 0.00 0.00 25.00 67.00 92.00 0.00 400.00 179.00 7 0.00 0.00 0.00 0.00 25.00 72.00 97.00 0.00 400.00 223.00 8 0.00 0.00 0.00 0.00 25.00 46.00 71.00 0.00 394.00 211.80 9 0.00 0.00 0.00 0.00 25.00 44.00 69.00 0.00 397.00 193.00 10 0.00 0.00 0.00 0.00 25.00 48.00 73.00 0.00 384.00 79.00 11 0.00 0.00 0.00 0.00 25.00 97.00 122.00 0.00 393.00 228.00 12 0.00 0.00 0.00 0.00 25.00 123.00 148.00 0.00 400.00 273.00 13 0.00 0.00 0.00 0.00 25.00 162.00 187.00 0.00 400.00 315.00 14 0.00 0.00 0.00 0.00 25.00 242.00 267.00 7.00 393.00 395.00 15 0.00 0.00 0.00 0.00 25.00 246.00 271.00 3.00 306.00 473.40 16 0.00 0.00 0.00 0.00 25.00 239.00 264.00 0.00 265.00 493.50 17 0.00 0.00 0.00 0.00 25.00 246.00 271.00 14.00 254.00 495.50 18 0.00 0.00 0.00 0.00 25.00 226.00 251.00 6.00 242.00 490.50 19 0.00 0.00 0.00 0.00 25.00 217.00 242.00 0.00 238.00 495.50 20 0.00 0.00 0.00 0.00 25.00 252.00 277.00 0.00 263.00 498.50 21 0.00 0.00 0.00 0.00 25.00 274.00 299.00 19.00 286.00 495.50 22 0.00 0.00 0.00 0.00 25.00 249.00 274.00 6.00 281.00 476.50 23 0.00 0.00 13.70 0.00 25.00 186.00 211.00 0.00 237.00 436.70 24 0.00 0.00 6.80 0.00 25.00 201.00 226.00 0.00 249.00 463.50 25 0.00 0.00 0.00 0.00 20.00 245.00 265.00 0.00 311.00 450.50 26 0.00 0.00 0.00 0.00 20.00 233.00 253.00 0.00 317.00 314.50 27 0.00 0.00 0.00 0.00 20.00 181.00 201.00 0.00 268.00 299.50 28 0.00 0.00 0.00 0.00 20.00 189.00 209.00 0.00 249.00 320.50 29 0.00 0.00 0.00 0.00 10.00 207.00 217.00 7.10 240.00 271.50 30 0.00 0.00 0.00 0.00 10.00 249.00 259.00 10.00 270.00 217.20 31 0.00 0.00 0.00 0.00 10.00 246.00 256.00 2.90 274.00 207.00 TOTAL CFS 0.00 0.00 20.50 0.00 685.00 5769.00 6454.00 75.00 10111.00 10750.60 TOTAL AF 0.00 0.00 40.66 0.00 1358.68 11442.64 12801.32 148.76 20054.87 21323.49 ADJUSTMENT AF 468.80 TOTAL FLOW OR DELIVERY AF 20854.69 METERED DELIVERY AF 535.30 NOTE: AVERAGE DAILY CFS UNLESS NOTED OTHERWISE * TOTAL FLOW INCLUDES NON-CHARGE WATER PICK SLOAN MISSOURI BASIN PROGRAM UNITED STATES BUREAU OF RECLAMATION WESTERN DIVISION WATER AND POWER SYSTEM AS OF 08/08/97 WATER AND POWER CONTROL DIVISION TIME: 07:22:53 LOVELAND, COLORADO JULY 1997 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) 63710.90 1 0.00 11.00 60.20 0.00 383.80 2.00 457.00 64624.90 2 0.00 32.30 155.80 0.00 403.70 2.00 593.80 65812.50 3 0.00 109.70 215.40 0.00 355.40 0.70 681.20 67174.90 4 0.00 180.30 249.30 0.00 423.00 0.00 852.60 68880.10 5 0.00 211.70 312.50 0.00 486.20 0.00 1010.40 70900.90 6 0.00 263.30 332.90 0.00 607.50 0.00 1203.70 73308.30 7 0.00 326.00 327.80 0.00 681.90 0.00 1335.70 75979.70 8 0.00 395.00 347.20 1.20 631.30 0.90 1375.60 78730.90 9 0.00 449.80 353.20 2.00 603.00 1.50 1409.50 81549.90 10 0.00 498.70 334.60 2.00 622.50 1.50 1459.30 84468.50 11 0.00 534.90 297.30 2.00 531.90 1.50 1367.60 87203.70 12 0.00 491.20 276.50 2.00 467.70 1.50 1238.90 89681.50 13 0.00 491.20 238.20 2.00 498.70 1.50 1231.60 92144.70 14 0.00 504.50 159.20 2.00 517.00 2.00 1184.70 94514.10 15 0.00 321.50 62.00 3.60 389.90 0.90 777.90 96069.90 16 0.00 230.00 25.90 4.50 287.30 0.00 547.70 97165.30 17 0.00 230.00 23.00 4.50 324.10 0.00 581.60 98328.50 18 0.00 250.00 21.60 4.50 286.80 0.00 562.90 99454.30 19 0.00 260.00 21.00 4.50 247.20 0.00 532.70 100519.70 20 0.00 260.00 22.40 4.50 238.00 0.00 524.90 101569.50 21 0.00 260.00 23.00 4.50 232.50 0.00 520.00 102609.50 22 0.00 244.00 37.20 4.50 216.90 0.00 502.60 103614.70 23 0.00 205.30 49.30 3.30 207.50 0.00 465.40 104545.50 24 0.00 203.70 49.90 2.50 202.50 0.00 458.60 105462.70 25 0.00 210.50 68.10 2.50 159.90 0.00 441.00 106344.70 26 0.00 210.50 83.10 2.50 99.50 0.00 395.60 107135.90 27 0.00 210.50 86.00 2.50 118.30 0.00 417.30 107970.50 28 0.00 210.50 60.50 2.50 58.30 0.00 331.80 108634.10 29 0.00 176.80 42.20 2.50 0.00 0.00 221.50 109077.10 30 0.00 146.70 32.60 0.80 0.00 0.00 180.10 109437.30 31 0.00 113.30 30.00 0.00 0.00 0.00 143.30 109723.90 TOTAL CFS 0.00 8242.90 4397.90 67.40 10282.30 16.00 23006.50 TOTAL AF 0.00 16485.80 8795.80 134.80 20564.60 32.00 46013.00 109723.90 METERED DELIVERY AF 117.70 3381.80 468.80 39.50 5143.10 9150.90 118874.80 TOTAL FLOW OR DELIVERY AF * 117.70 19867.60 8795.80 603.60 20604.10 5175.10 55163.90 118874.80 NON-CHARGE DELIVERY AF 0.00 0.00 0.00 0.00 0.00 0.00 0.00 5332.30 METERED DELIVERY AF CBT PROJECT JULY 1997 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 62. 9. 0.00 0.00 220. 56. 0.00 0.00 0.00 30. 0.00 53. 2 0.00 0.00 39. 5. 0.00 0.00 136. 35. 0.00 0.00 0.00 20. 0.00 35. 3 0.00 0.00 53. 7. 0.00 0.00 185. 47. 0.00 0.00 0.00 18. 0.00 32. 4 0.00 0.00 28. 4. 0.00 0.00 97. 25. 0.00 0.00 0.00 17. 0.04 24. 5 0.00 0.00 53. 8. 0.00 0.00 185. 47. 0.00 0.00 0.00 31. 0.16 28. 6 0.00 0.00 34. 5. 0.00 0.00 119. 30. 0.00 0.00 0.07 4. 0.00 19. 7 0.00 0.00 38. 5. 0.00 0.00 132. 34. 0.00 0.17 0.03 22. 0.00 43. 8 0.07 0.02 34. 5. 0.00 0.00 132. 34. 0.24 0.00 0.00 17. 0.01 28. 9 0.00 0.04 23. 4. 0.00 0.00 106. 27. 0.00 0.06 0.00 21. 0.00 37. 10 0.00 0.00 38. 5. 0.00 0.00 132. 34. 0.00 0.00 0.00 15. 0.00 26. 11 0.00 0.00 23. 3. 0.02 0.01 67. 17. 0.00 0.04 0.00 8. 0.00 14. 12 0.00 0.00 23. 3. 0.00 0.00 79. 20. 0.00 0.00 0.00 25. 0.00 45. 13 0.00 0.01 39. 5. 0.02 0.01 129. 33. 0.00 0.00 0.00 18. 0.00 32. 14 0.00 0.10 21. 5. 0.00 0.00 132. 34. 0.00 0.00 0.00 19. 0.00 34. 15 0.00 0.00 41. 5. 0.00 0.00 141. 36. 0.00 0.00 0.00 21. 0.00 36. 16 0.00 0.00 28. 3. 0.02 0.01 85. 22. 0.00 0.00 0.06 7. 0.00 22. 17 0.00 0.00 28. 4. 0.00 0.00 97. 25. 0.00 0.00 0.00 10. 0.00 17. 18 0.19 0.06 17. 4. 0.00 0.00 97. 25. 0.24 0.04 0.00 17. 0.00 29. 19 0.01 0.06 12. 2. 0.03 0.05 61. 16. 0.08 0.00 0.07 5. 0.03 15. 20 0.00 0.00 18. 2. 0.00 0.00 62. 16. 0.00 0.00 0.00 14. 0.00 25. 21 0.20 0.00 24. 3. 0.00 0.01 84. 21. 0.00 0.05 0.00 19. 0.00 34. 22 0.00 0.00 36. 5. 0.00 0.00 123. 31. 0.00 0.00 0.00 21. 0.03 33. 23 0.00 0.22 0. 3. 0.00 0.00 79. 20. 0.00 0.00 0.00 18. 0.00 33. 24 0.00 0.00 27. 3. 0.01 0.30 86. 22. 0.00 0.00 0.00 14. 0.00 26. 25 0.00 0.00 37. 5. 0.00 0.00 128. 33. 0.00 0.00 0.00 20. 0.00 35. 26 0.00 0.00 29. 4. 0.00 0.00 101. 26. 0.04 0.00 0.00 16. 0.00 29. 27 0.10 0.00 32. 4. 0.00 0.00 110. 28. 0.00 0.00 0.80 -48. 0.18 12. 28 0.17 0.23 28. 4. 0.34 0.23 94. 24. 0.08 0.08 1.07 6. 1.54 -65. 29 0.05 0.03 28. 4. 0.14 0.20 94. 24. 0.31 0.00 0.09 297. 4.63 -193. 30 0.42 0.12 28. 4. 0.15 0.41 94. 24. 0.51 0.91 0.06 8. 0.07 12. 31 0.08 0.00 28. 4. 1.53 0.97 95. 24. 0.28 0.85 0.12 -2. 0.01 15. TOTALS 1.29 0.89 946. 139. 2.26 2.20 3483. 888. 1.78 2.20 2.37 708. 6.70 564. UPPER COLORADO RIVER DAILY DATA COLLECTION FOR JULY 1997 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 1418 253 76 37 0.00 166 121 1994 2088 70 33 0.00 2 1171 392 76 29 0.00 167 72 1801 1678 82 32 0.00 3 1208 484 74 36 0.00 148 56 1648 1466 73 39 0.00 4 945 277 72 35 0.00 141 54 1521 1435 77 36 0.00 5 994 237 73 33 0.00 128 69 1570 1388 76 37 0.00 6 826 165 75 36 0.00 121 77 1484 1343 76 37 0.00 7 875 98 77 35 0.00 124 62 1512 1296 82 45 0.00 8 779 94 72 40 0.00 111 30 1537 1237 77 40 0.02 9 822 92 77 37 0.00 81 9 1374 1184 80 40 0.04 10 903 90 77 40 0.00 101 9 1340 1143 78 45 0.00 11 758 154 76 42 0.02 83 9 1461 1083 71 39 0.00 12 647 185 73 37 0.00 82 9 1046 1035 76 44 0.00 13 589 128 72 42 0.02 79 9 1029 1010 75 37 0.01 14 567 95 77 35 0.00 92 9 915 1010 83 37 0.10 15 678 98 80 36 0.00 66 9 895 1011 86 40 0.00 16 603 96 79 40 0.02 64 9 784 1012 85 43 0.00 17 519 95 80 39 0.00 63 9 615 863 85 43 0.00 18 576 95 74 41 0.00 61 9 829 706 80 45 0.06 19 528 96 71 44 0.03 64 8 807 675 69 43 0.06 20 517 96 72 42 0.00 59 8 694 570 79 42 0.00 21 505 96 79 40 0.00 57 8 739 496 83 47 0.00 22 492 96 79 44 0.00 55 8 637 441 80 44 0.00 23 458 96 77 51 0.00 54 8 602 391 78 48 0.22 24 461 96 77 47 0.01 54 8 742 348 79 50 0.00 25 443 96 81 44 0.00 55 9 715 306 83 45 0.00 26 473 93 79 45 0.00 36 8 579 309 81 48 0.00 27 462 93 75 54 0.00 44 8 487 311 73 51 0.00 28 459 84 70 49 0.34 46 8 657 323 74 51 0.23 29 497 73 67 48 0.14 54 8 632 384 73 50 0.03 30 864 74 72 49 0.15 48 8 638 550 74 51 0.12 31 915 198 69 51 1.53 57 8 915 1061 69 45 0.00