Sender: KBRICKER@ibr6gw80.gp.usbr.gov Received: from gpnetmgr.gp.usbr.gov (gpnetmgr.gp.usbr.gov [140.219.17.247]) by arl-img-5.compuserve.com (8.8.6/8.8.6/2.12) with SMTP id MAA24733 for <75667.1326@compuserve.com>; Wed, 12 Aug 1998 12:50:57 -0400 (EDT) Received: from ibr6gw80.gp.usbr.gov by gpnetmgr.gp.usbr.gov (4.1/SMI-4.1) id AA07952; Wed, 12 Aug 98 10:52:53 MDT Errors-To: postmaster@gp.usbr.gov Received: from ibr6dm80-Message_Server by ibr6gw80.gp.usbr.gov with Novell_GroupWise; Wed, 12 Aug 1998 10:52:52 -0600 Message-Id: X-Mailer: Novell GroupWise 4.1 Date: Wed, 12 Aug 1998 10:47:12 -0600 From: Kathy Bricker To: 75667.1326@compuserve.com Subject: July CBT report -Reply This should be O.K. now. Kathy (forget my previous message) ------------------- SPLOG.JUL follows -------------------- 1 PICK SLOAN MISSOURI BASIN PROGRAM UNITED STATES BUREAU OF RECLAMATION WESTERN DIVISION WATER AND POWER SYSTEM AS OF 08/07/98 WATER AND POWER CONTROL DIVISION TIME: 09:36:03 LOVELAND, COLORADO JULY 1998 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) 256230 1 9017.58 255934 105 246 351 500 1702 -296 1451 726 119 845 0.00 81 44 45 824 2 9017.51 255704 105 205 310 433 1486 -230 1301 651 111 762 0.00 82 39 45 751 3 9017.53 255769 104 196 300 318 1236 65 1304 652 139 791 0.16 75 39 3 707 4 9017.56 255868 104 204 308 299 1214 99 1313 657 104 761 0.18 70 39 0 624 5 9017.53 255769 104 204 308 299 1214 -99 1157 579 103 682 0.01 79 52 42 609 6 9017.52 255736 104 202 306 299 1210 -33 1180 590 117 707 0.16 66 39 3 581 7 9017.47 255572 104 190 294 380 1348 -164 1190 595 95 690 0.15 72 39 6 579 8 9017.43 255441 104 148 252 428 1360 -131 1229 615 97 712 0.55 72 43 0 566 9 9017.40 255343 104 134 238 428 1332 -98 1265 633 109 742 0.05 67 44 31 578 10 9017.52 255736 100 152 252 294 1092 393 1485 743 206 949 0.39 69 40 0 566 11 9017.62 256065 104 224 328 126 908 329 1282 641 176 817 0.00 74 38 45 583 12 9017.65 256164 104 265 369 99 936 99 1080 540 120 660 0.00 76 39 45 607 13 9017.57 255901 104 255 359 261 1240 -263 1022 511 89 600 0.00 80 40 45 524 14 9017.38 255277 104 173 277 483 1520 -624 940 470 81 551 0.00 79 39 44 385 15 9017.20 254689 104 77 181 512 1386 -588 842 421 67 488 0.00 81 40 44 478 16 9017.03 254134 104 21 125 512 1274 -555 763 382 61 443 0.00 80 40 44 438 17 9016.85 253548 107 1 108 512 1240 -586 698 349 63 412 0.00 82 40 44 442 18 9016.67 252964 107 0 107 510 1234 -584 694 347 62 409 0.00 84 42 44 390 19 9016.48 252350 107 0 107 510 1234 -614 664 332 60 392 0.00 84 41 44 251 20 9016.33 251866 107 0 107 421 1056 -484 616 308 53 361 0.00 85 42 44 374 21 9016.20 251447 102 3 105 408 1026 -419 635 318 52 370 0.06 80 45 28 252 22 9016.12 251190 107 0 107 412 1038 -257 781 391 97 488 0.24 76 47 0 280 23 9016.13 251222 107 0 107 310 834 32 876 438 105 543 0.13 70 44 10 416 24 9016.30 251769 107 0 107 159 532 547 1079 540 2 542 0.39 70 44 0 406 25 9016.66 252932 107 0 107 16 246 1163 1409 705 0 705 0.50 69 47 0 578 26 9016.95 253874 94 12 106 0 212 942 1198 599 0 599 0.00 66 40 44 576 27 9017.16 254558 94 26 120 0 240 684 968 484 0 484 0.00 72 42 44 461 28 9017.34 255146 107 66 173 0 346 588 937 469 2 471 0.16 69 43 3 304 29 9017.48 255605 107 136 243 0 486 459 976 488 1 489 0.05 67 42 31 569 30 9017.56 255868 107 196 303 0 606 263 903 452 1 453 0.04 72 46 34 451 31 9017.63 256098 107 236 343 0 686 230 916 458 2 460 0.18 72 42 0 400 TOTAL CFS 3236 3572 6808 8929 16084 2294 18378 15550 TOTAL AF -132 6472 7144 13616 17858 31474 -132 32154 32154 4588 36756 3.40 75 42 812 31100 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 08/07/98 WATER AND POWER CONTROL DIVISION TIME: 09:36:03 LOVELAND, COLORADO JULY 1998 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) 127627 1 7938.16 129807 0 59 59 117 2180 2331 1175 375 119 1669 0.00 87 45 3994 2 7939.18 131759 0 59 59 117 1952 2105 1061 341 111 1513 0.00 87 47 3989 3 7940.13 133593 0 59 59 117 1834 1997 1007 352 139 1498 0.00 82 43 3987 4 7941.01 135306 0 60 60 119 1713 1849 932 349 104 1385 0.00 72 43 3763 5 7941.87 136996 0 59 59 117 1690 1819 917 271 103 1291 0.07 83 53 3464 6 7942.70 138638 0 59 59 117 1642 1759 887 284 117 1288 0.27 71 43 3291 7 7943.50 140234 0 59 59 117 1596 1732 873 301 95 1269 0.02 75 49 3144 8 7944.24 141720 0 59 59 117 1486 1622 818 363 97 1278 0.00 79 48 2793 9 7944.97 143194 0 59 59 117 1474 1619 816 395 109 1320 0.00 72 46 2701 10 7945.70 144682 0 60 60 119 1488 1623 818 491 206 1515 0.00 73 41 2943 11 7946.51 146343 0 60 60 119 1661 1806 911 313 176 1400 0.00 78 42 2730 12 7947.39 148161 0 59 59 117 1818 1935 976 171 120 1267 0.35 83 45 2710 13 7948.07 149575 82 66 148 294 1414 1752 883 152 89 1124 0.00 86 44 2421 14 7948.44 150350 253 0 253 502 775 1313 662 193 81 936 0.00 85 43 2147 15 7948.78 151063 285 0 285 565 713 1308 659 240 67 966 0.00 84 44 2082 16 7948.92 151356 391 0 391 776 293 1117 563 257 61 881 0.00 86 43 1883 17 7948.97 151461 476 0 476 944 105 1091 550 241 63 854 0.00 88 46 1902 18 7948.90 151314 552 0 552 1095 -147 986 497 240 62 799 0.00 90 48 1912 19 7948.70 150895 549 0 549 1089 -419 710 358 225 60 643 0.00 90 50 1936 20 7948.71 150916 444 0 444 881 21 955 481 201 53 735 0.00 92 48 1850 21 7948.72 150937 331 2 333 660 21 708 357 213 52 622 0.09 87 47 1732 22 7948.75 151000 355 0 355 704 63 767 387 284 97 768 0.27 78 50 1677 23 7948.90 151314 351 0 351 696 314 1037 523 331 105 959 0.00 72 47 1894 24 7949.04 151609 351 0 351 696 295 1018 513 433 2 948 0.00 73 50 2268 25 7949.34 152243 352 0 352 698 634 1359 685 598 0 1283 0.00 68 52 2470 26 7949.61 152814 380 0 380 754 571 1352 682 493 0 1175 1.46 78 45 2400 27 7949.68 152962 489 0 489 970 148 1152 581 364 0 945 0.00 82 51 2174 28 7949.58 152751 570 0 570 1131 -211 947 477 296 2 775 0.00 75 50 2082 29 7949.78 153174 585 0 585 1160 423 1610 812 245 1 1058 0.52 69 48 2363 30 7949.61 152814 922 0 922 1829 -360 1496 754 149 1 904 0.00 74 48 2493 31 7949.48 152539 856 0 856 1698 -275 1473 743 115 2 860 0.00 75 47 2770 TOTAL CFS 8574 779 9353 22358 9276 2294 33928 79965 TOTAL AF 24912 17008 1545 18552 18552 24912 44348 44348 18398 4549 67295 3.05 80 47 158609 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 08/07/98 WATER AND POWER CONTROL DIVISION TIME: 09:36:03 LOVELAND, COLORADO JULY 1998 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) 9278 1 8125.75 9340 50 4 45 1 0 0 55 109 62 175 88 2 8125.93 9389 50 4 45 0 0 0 54 107 49 161 81 3 8126.12 9441 50 4 45 0 0 0 54 107 52 165 83 4 8126.27 9482 50 4 45 0 0 0 54 107 41 150 76 5 8126.41 9520 50 4 45 0 0 0 54 107 38 148 75 6 8126.56 9561 50 4 45 1 0 0 55 109 41 151 76 7 8126.67 9592 50 4 45 0 0 0 54 107 31 140 71 8 8126.77 9620 50 4 45 0 0 0 54 107 28 137 69 9 8126.87 9648 50 4 45 0 0 0 54 107 28 138 70 10 8127.12 9718 50 4 45 0 0 0 54 107 70 178 90 11 8127.30 9768 50 4 45 1 0 0 55 109 50 162 82 12 8127.34 9780 50 4 45 0 0 0 54 107 12 123 62 13 8127.34 9780 50 4 45 0 0 0 54 107 0 113 57 14 8127.34 9780 50 4 45 0 0 0 54 107 0 111 56 15 8127.28 9763 50 4 45 0 0 0 54 107 -17 94 47 16 8127.21 9743 50 4 45 1 0 0 55 109 -20 95 48 17 8127.14 9723 50 4 45 0 0 0 54 107 -20 92 46 18 8127.05 9698 50 4 45 0 0 0 54 107 -25 87 44 19 8126.94 9667 50 4 43 0 0 0 54 107 -31 81 41 20 8126.86 9645 45 4 41 1 0 0 50 99 -22 84 42 21 8126.84 9639 38 4 37 1 0 0 43 85 -6 82 41 22 8126.95 9670 36 4 34 0 0 0 40 79 31 110 55 23 8126.99 9681 43 4 34 0 0 0 47 93 11 107 54 24 8126.95 9670 49 4 41 0 0 0 53 105 -11 97 49 25 8127.06 9701 49 4 41 0 0 0 53 105 31 139 70 26 8127.11 9715 49 4 41 1 0 0 54 107 14 124 63 27 8127.11 9715 49 4 41 0 0 0 53 105 0 109 55 28 8127.08 9706 50 4 41 0 0 0 54 107 -9 101 51 29 8127.08 9706 50 4 41 0 0 0 54 107 0 110 55 30 8127.08 9706 50 4 41 0 0 0 54 107 0 110 55 31 8127.08 9706 50 4 41 1 0 0 55 109 0 115 58 TOTAL CFS 1508 124 1327 8 0 0 1640 1910 TOTAL AF 428 2985 248 2623 16 0 0 3249 3249 428 3789 3789 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 08/07/98 WATER AND POWER CONTROL DIVISION TIME: 09:36:03 LOVELAND, COLORADO JULY 1998 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 08/07/98 WATER AND POWER CONTROL DIVISION TIME: 09:36:03 LOVELAND, COLORADO JULY 1998 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 17810 1 8366.66 8366.71 17810 537 546 1083 2148 0 2181 0 2181 1100 0.00 0.00 81 45 2 8366.60 8366.65 17700 540 475 1015 2013 -110 1937 0 1937 977 0.00 0.00 82 47 3 8366.70 8366.75 17884 549 122 671 1331 184 1558 0 1558 785 0.00 0.00 81 44 4 8366.64 8366.68 17760 544 172 716 1420 -124 1309 0 1309 660 0.02 0.00 73 44 5 8366.57 8366.63 17658 538 50 588 1166 -102 1086 67 1019 514 0.00 0.00 78 42 6 8366.68 8366.64 17727 542 50 592 1174 69 1253 236 1017 513 0.07 0.13 79 50 7 8366.57 8366.62 17644 540 50 590 1170 -83 1106 202 904 456 0.01 0.00 75 43 8 8366.52 8366.59 17580 536 50 586 1162 -64 1115 436 679 342 0.00 0.00 74 44 9 8366.60 8366.65 17700 546 50 596 1182 120 1326 545 781 394 0.01 0.03 74 49 10 8366.60 8366.65 17700 542 50 592 1174 0 1183 296 887 447 0.03 0.26 71 46 11 8366.69 8366.74 17866 544 50 594 1178 166 1368 266 1102 556 0.19 0.35 75 48 12 8366.56 8366.63 17653 534 50 584 1158 -213 974 220 754 380 0.00 0.00 78 41 13 8366.55 8366.62 17634 538 50 588 1166 -19 1186 480 706 356 0.00 0.00 82 41 14 8366.52 8366.62 17619 545 50 595 1180 -15 1197 651 546 275 0.00 0.01 83 41 15 8366.51 8366.62 17614 545 50 595 1180 -5 1201 766 435 219 0.00 0.00 78 40 16 8366.56 8366.65 17679 552 50 602 1194 65 1301 873 428 216 0.00 0.00 82 42 17 8366.55 8366.65 17674 548 50 598 1186 -5 1218 815 403 203 0.00 0.00 83 43 18 8366.56 8366.65 17679 548 50 598 1186 5 1224 867 357 180 0.00 0.00 85 44 19 8366.54 8366.64 17656 538 50 588 1166 -23 1178 803 375 189 0.00 0.00 85 45 20 8366.63 8366.69 17768 311 50 361 716 112 875 488 387 195 0.00 0.00 87 45 21 8366.53 8366.62 17624 465 50 515 1021 -144 901 631 270 136 0.15 0.25 82 45 22 8366.51 8366.65 17654 498 50 548 1087 30 1117 603 514 259 0.08 0.19 71 47 23 8366.54 8366.62 17629 491 50 541 1073 -25 1072 823 249 126 1.01 0.40 70 50 24 8366.47 8366.61 17580 451 50 501 994 -49 969 597 372 188 0.29 0.08 73 49 25 8366.55 8366.64 17661 534 50 584 1158 81 1263 744 519 262 0.32 0.68 68 53 26 8366.53 8366.64 17651 464 50 514 1020 -10 1034 613 421 212 0.23 0.02 74 50 27 8366.58 8366.67 17716 452 50 502 996 65 1091 682 409 206 0.00 0.31 76 46 28 8366.55 8366.63 17648 454 50 504 1000 -68 956 361 595 300 0.33 0.28 74 53 29 8366.57 8366.63 17658 455 50 505 1002 10 1036 357 679 342 0.35 0.23 63 49 30 8366.53 8366.58 17571 451 50 501 994 -87 931 212 719 362 0.76 0.10 70 47 31 8366.50 8366.58 17556 487 44 531 1053 -15 1078 522 556 280 0.02 0.06 75 42 TOTAL CFS 15819 2659 18478 11630 77 46 TOTAL AF -254 31376.5 5269 36648 36648 -254 37224 14156 23068 23068 3.87 3.38 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 08/07/98 WATER AND POWER CONTROL DIVISION TIME: 09:36:03 LOVELAND, COLORADO JULY 1998 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) 538021 1 8279.78 538166 0 75 1104 7.5 1186 2352 145 2629 1325 546 0 0 779 1879 1124 2 8279.73 537803 0 75 1225 7.7 1307 2592 -363 2365 1192 475 0 0 717 1694 1251 3 8279.64 537152 0 75 1041 7.7 1123 2227 -651 1747 881 122 0 0 759 1544 1011 4 8279.60 536862 0 75 718 7.7 800 1587 -290 1350 681 172 0 0 509 1169 801 5 8279.55 536500 34 75 608 7.7 724 1436 -362 1162 586 50 0 0 536 1050 667 6 8279.52 536283 119 75 350 7.7 551 1093 -217 917 462 50 0 0 412 925 431 7 8279.54 536428 102 75 250 7.7 434 861 145 1083 546 50 0 0 496 952 337 8 8279.51 536211 220 75 250 7.7 552 1095 -217 948 478 50 0 0 428 770 335 9 8279.48 535994 275 75 96 7.7 453 899 -217 777 392 50 0 0 342 736 182 10 8279.55 536500 149 83 0 7.7 239 474 506 1019 514 50 0 0 464 911 82 11 8279.61 536935 134 90 0 7.7 231 458 435 987 498 50 0 0 448 1004 84 12 8279.68 537441 111 85 0 7.7 203 403 506 1023 516 50 0 0 466 846 78 13 8279.68 537441 242 82 0 7.7 331 657 0 811 409 50 0 0 359 715 75 14 8279.66 537297 328 84 0 7.7 419 831 -144 814 410 50 0 0 360 635 75 15 8279.61 536935 386 85 0 7.7 478 948 -362 691 348 50 0 0 298 517 78 16 8279.53 536356 440 85 0 7.7 532 1055 -579 643 324 50 0 0 274 490 76 17 8279.46 535849 411 85 0 7.7 503 998 -507 636 321 50 0 0 271 474 75 18 8279.37 535198 437 85 0 7.7 529 1049 -651 529 267 50 0 0 217 397 76 19 8279.30 534693 405 85 0 7.7 497 986 -505 621 313 50 0 0 263 452 76 20 8279.24 534259 246 83 0 7.7 336 666 -434 416 210 50 0 0 160 355 77 21 8279.25 534331 318 82 0 7.7 407 807 72 973 491 50 0 0 441 577 78 22 8279.22 534115 304 82 0 7.7 393 780 -216 564 284 50 0 0 234 493 77 23 8279.18 533826 415 82 0 7.7 504 1000 -289 805 406 50 0 0 356 482 75 24 8279.14 533537 301 82 0 7.7 390 774 -289 579 292 50 0 0 242 430 76 25 8279.11 533321 375 82 0 7.7 464 920 -216 798 402 50 0 0 352 614 77 26 8279.08 533104 309 82 0 7.7 398 789 -217 666 336 50 0 0 286 498 76 27 8279.02 532671 344 82 0 7.7 433 859 -433 544 274 50 0 0 224 430 76 28 8279.04 532816 182 82 0 7.7 271 538 145 777 392 50 0 0 342 642 76 29 8279.04 532816 180 69 0 7.7 256 508 0 602 304 50 0 0 254 596 78 30 8279.06 532960 107 59 0 7.7 173 343 144 581 293 50 0 0 243 605 77 31 8279.06 532960 263 52 0 7.7 322 639 0 798 402 44 0 0 358 638 67 TOTAL CFS 7137 2443 5642 238.5 15439 14549 2659 0 0 11890 23520 7824 TOTAL AF -5061 14156 4855 11191 473.1 30624 30624 -5061 28855 28855 5269 0 0 23581 46650 15523 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 08/07/98 WATER AND POWER CONTROL DIVISION TIME: 09:36:03 LOVELAND, COLORADO JULY 1998 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. 903 2432 1 37.37 71.79 823 2509 -3 1065.1 537.0 5.00 1098.8 554.0 585.0 575.0 0 0 0 0.00 77 54 2 34.87 72.00 723 2544 -65 1071.1 540.0 5.00 1092.9 551.0 564.0 591.0 0 0 0 0.00 82 50 3 33.60 72.22 675 2581 -11 1088.9 549.0 5.00 1094.9 552.0 567.0 575.0 0 0 0 0.24 70 49 4 35.61 71.15 752 2405 -99 1079.0 544.0 5.00 1092.9 551.0 521.0 569.0 0 0 0 0.28 71 45 5 31.90 71.81 611 2513 -33 1067.1 538.0 5.00 1055.2 532.0 493.0 521.0 0 0 0 0.00 79 45 6 33.87 72.28 685 2591 152 1075.0 542.0 5.00 916.4 462.0 487.0 496.0 0 0 0 0.04 72 53 7 37.27 71.78 819 2508 51 1071.1 540.0 4.00 900.5 454.0 461.0 526.0 0 0 0 0.04 75 42 8 37.25 71.47 818 2457 -52 1063.1 536.0 4.00 1015.5 512.0 419.0 473.0 0 0 0 0.00 73 49 9 34.03 72.04 691 2551 -33 1083.0 546.0 4.00 1088.9 549.0 440.0 458.0 0 0 0 0.20 72 52 10 32.99 72.63 652 2650 60 1075.0 542.0 4.00 1106.8 558.0 484.0 442.0 0 0 0 0.31 71 48 11 37.87 71.31 843 2431 -28 1079.0 544.0 4.00 950.1 479.0 450.0 533.0 0 0 0 0.00 79 49 12 35.75 72.40 758 2611 95 1059.2 534.0 3.00 934.2 471.0 571.0 590.0 0 0 0 0.00 82 56 13 34.58 72.19 712 2576 -81 1067.1 538.0 3.00 946.1 477.0 441.0 546.0 0 0 0 0.00 85 45 14 34.72 71.59 718 2476 -94 1081.0 545.0 3.00 956.0 482.0 379.0 492.0 0 0 0 0.00 81 47 15 35.15 71.63 734 2483 23 1081.0 545.0 2.00 979.8 494.0 342.0 384.0 0 0 0 0.00 77 47 16 34.41 71.92 706 2531 20 1094.9 552.0 2.00 1007.6 508.0 307.0 343.0 0 205 0 0.00 78 44 17 33.46 72.61 669 2646 78 1086.9 548.0 2.00 1007.6 508.0 307.0 310.0 0 338 0 0.00 82 46 18 39.04 72.59 891 2643 219 1086.9 548.0 2.00 845.0 426.0 298.0 313.0 0 0 0 0.00 89 46 19 38.19 72.63 856 2650 -28 1067.1 538.0 2.00 1081.0 545.0 294.0 303.0 0 0 0 0.00 89 51 20 32.64 72.31 639 2596 -271 616.9 311.0 2.00 874.7 441.0 295.0 303.0 0 13 0 0.00 83 49 21 32.90 72.27 648 2589 2 922.3 465.0 2.00 876.7 442.0 273.0 297.0 0 0 0 0.20 79 49 22 35.30 72.17 740 2572 75 987.8 498.0 2.00 995.7 502.0 313.0 274.0 0 49 0 0.00 66 52 23 35.06 72.00 731 2544 -37 973.9 491.0 2.00 967.9 488.0 290.0 314.0 0 0 0 0.00 68 52 24 38.71 71.34 877 2436 38 894.5 451.0 2.00 991.7 500.0 358.0 292.0 0 0 0 0.24 64 53 25 37.01 72.64 808 2651 146 1059.2 534.0 2.00 1015.5 512.0 407.0 358.0 0 0 0 0.11 72 54 26 35.58 72.57 751 2640 -68 920.3 464.0 1.00 962.0 485.0 393.0 407.0 0 0 0 0.12 71 51 27 36.74 72.28 797 2591 -3 896.5 452.0 2.00 888.6 448.0 382.0 390.0 0 133 0 0.00 70 49 28 36.74 71.85 797 2519 -72 900.5 454.0 2.00 886.6 447.0 339.0 384.0 0 88 0 0.30 72 56 29 32.67 72.82 640 2682 6 902.5 455.0 2.00 892.6 450.0 338.0 342.0 0 0 0 0.08 73 49 30 37.76 71.30 838 2429 -55 894.5 451.0 2.00 950.1 479.0 334.0 336.0 0 0 0 0.47 63 50 31 35.16 71.79 735 2509 -23 965.9 487.0 2.00 962.0 485.0 319.0 335.0 0 0 0 0.12 69 48 TOTAL CFS 15819.0 15344.012451.013072.0 0 TOTAL AF -168 77 -91 182.48 24696. 25928. 0 826 0 2.75 75 49 31376.5 30434.4 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 08/07/98 WATER AND POWER CONTROL DIVISION TIME: 09:36:03 LOVELAND, COLORADO JULY 1998 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) 1 537.0 5.0 0.0 547.0 1122.0 2225 554.0 575.0 1129.0 2239 -3 585.0 2 540.0 5.0 0.0 525.0 1104.0 2190 551.0 591.0 1142.0 2265 -65 564.0 3 549.0 5.0 0.0 526.0 1116.0 2214 552.0 575.0 1127.0 2235 -11 567.0 4 544.0 5.0 0.0 483.0 1065.0 2112 551.0 569.0 1120.0 2221 -99 521.0 5 538.0 5.0 0.0 450.0 1031.0 2045 532.0 521.0 1053.0 2089 -33 493.0 6 542.0 5.0 0.0 452.0 1029.0 2041 462.0 496.0 958.0 1900 152 487.0 7 540.0 4.0 0.0 425.0 1001.0 1985 454.0 526.0 980.0 1944 51 461.0 8 536.0 4.0 0.0 374.0 955.0 1894 512.0 473.0 985.0 1954 -52 419.0 9 546.0 4.0 0.0 388.0 986.0 1956 549.0 458.0 1007.0 1997 -33 440.0 10 542.0 4.0 0.0 427.0 1026.0 2035 558.0 442.0 1000.0 1983 60 484.0 11 544.0 4.0 0.0 390.0 994.0 1972 479.0 533.0 1012.0 2007 -28 450.0 12 534.0 3.0 0.0 439.0 1105.0 2192 471.0 590.0 1061.0 2104 95 571.0 13 538.0 3.0 0.0 354.0 979.0 1942 477.0 546.0 1023.0 2029 -81 441.0 14 545.0 3.0 0.0 337.0 924.0 1833 482.0 492.0 974.0 1932 -94 379.0 15 545.0 2.0 0.0 301.0 887.0 1759 494.0 384.0 878.0 1741 23 342.0 16 552.0 2.0 0.0 272.0 859.0 1704 508.0 343.0 851.0 1688 20 307.0 17 548.0 2.0 0.0 269.0 855.0 1696 508.0 310.0 818.0 1622 78 307.0 18 548.0 2.0 0.0 262.0 846.0 1678 426.0 313.0 739.0 1466 219 298.0 19 538.0 2.0 0.0 256.0 832.0 1650 545.0 303.0 848.0 1682 -28 294.0 20 311.0 2.0 0.0 256.0 606.0 1202 441.0 303.0 744.0 1476 -271 295.0 21 465.0 2.0 0.0 225.0 738.0 1464 442.0 297.0 739.0 1466 2 273.0 22 498.0 2.0 0.0 259.0 811.0 1609 502.0 274.0 776.0 1539 75 313.0 23 491.0 2.0 0.0 235.0 781.0 1549 488.0 314.0 802.0 1591 -37 290.0 24 451.0 2.0 0.0 242.0 809.0 1605 500.0 292.0 792.0 1571 38 358.0 25 534.0 2.0 0.0 347.0 941.0 1866 512.0 358.0 870.0 1726 146 407.0 26 464.0 1.0 0.0 317.0 857.0 1700 485.0 407.0 892.0 1769 -68 393.0 27 452.0 2.0 0.0 322.0 834.0 1654 448.0 390.0 838.0 1662 -3 382.0 28 454.0 2.0 0.0 287.0 793.0 1573 447.0 384.0 831.0 1648 -72 339.0 29 455.0 2.0 0.0 280.0 793.0 1573 450.0 342.0 792.0 1571 6 338.0 30 451.0 2.0 0.0 279.0 785.0 1557 479.0 336.0 815.0 1617 -55 334.0 31 487.0 2.0 0.0 266.0 806.0 1599 485.0 335.0 820.0 1626 -23 319.0 TOTAL CFS 15819.0 0.0 10792.0 28270.0 15344.0 13072.0 28416.0 12451.0 AF 31376.5 182.5 0.0 21405.6 56072.7 56074 30434.4 25927.9 56362.3 56360 -91 24696.2 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 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 08/07/98 WATER AND POWER CONTROL DIVISION TIME: 09:36:03 LOVELAND, COLORADO JULY 1998 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 1289 407 99412 106930 1 62.9 923 69.3 601 141.0 348.5 404.6 204.0 0.0 218.9 0.0 0.0 66.6 5746.71 98481 5402.06 105287 0 2 66.5 1120 69.6 614 0.0 346.6 0.0 0.0 0.0 218.4 0.0 0.0 68.4 5745.40 97052 5400.92 103411 0 3 72.4 1515 65.3 440 0.0 344.7 0.0 0.0 0.0 217.8 0.0 0.0 66.8 5744.08 95619 5399.77 101536 0 4 74.3 1666 67.1 510 0.0 344.7 0.0 0.0 0.0 217.8 0.0 0.0 65.8 5744.08 0 5398.59 99630 0 5 74.9 1717 69.9 627 17.0 344.7 49.3 24.9 0.0 217.8 0.0 0.0 68.7 5744.08 0 5397.44 97790 0 6 74.8 1708 69.8 623 50.0 340.3 146.9 74.1 0.0 216.4 0.0 0.0 67.6 5740.96 92261 5396.27 95935 0 7 76.3 1838 67.3 518 0.0 338.6 0.0 0.0 0.0 215.8 0.0 0.0 67.0 5739.74 90963 5395.06 94036 0 8 76.0 1811 68.2 555 0.0 336.9 0.0 0.0 0.0 215.2 0.0 0.0 68.3 5738.53 89677 5393.47 91570 0 9 76.4 1846 66.7 494 0.0 335.1 0.0 0.0 0.0 214.6 0.0 0.0 67.8 5737.23 88303 5391.68 88833 0 10 78.0 1991 68.8 580 0.0 332.5 0.0 0.0 63.0 213.5 295.0 148.7 66.0 5735.35 86327 5389.94 86213 119 11 78.9 2075 68.7 576 0.0 330.7 0.0 0.0 45.0 212.8 211.5 106.6 69.5 5733.97 84887 5388.65 84296 60 12 77.7 1963 67.3 518 0.0 329.1 0.0 0.0 0.0 212.1 0.0 0.0 68.1 5732.83 83703 5387.33 82355 0 13 76.8 1882 65.4 444 0.0 327.5 0.0 0.0 0.0 211.4 0.0 0.0 65.8 5731.60 82432 5385.88 80250 0 14 75.8 1794 66.0 467 0.0 326.1 0.0 0.0 0.0 210.7 0.0 0.0 65.4 5730.53 81332 5384.42 78157 0 15 75.0 1725 69.0 588 0.0 325.2 0.0 0.0 0.0 210.3 0.0 0.0 67.4 5729.88 80665 5384.28 77958 0 16 75.1 1734 70.6 658 0.0 324.4 0.0 0.0 0.0 209.9 0.0 0.0 70.0 5729.23 80001 5384.68 78528 0 17 78.5 2037 64.8 421 0.0 324.4 0.0 0.0 0.0 209.9 0.0 0.0 68.7 5729.23 0 5385.04 79042 0 18 78.4 2028 67.0 506 0.0 324.4 0.0 0.0 0.0 209.9 0.0 0.0 64.8 5729.23 0 5385.32 79444 0 19 78.7 2056 67.9 542 0.0 322.5 0.0 0.0 0.0 209.0 0.0 0.0 67.5 5727.81 78556 5385.63 79889 25 20 77.3 1927 68.9 584 0.0 321.9 0.0 0.0 0.0 208.7 0.0 0.0 68.4 5727.38 78120 5385.88 80250 0 21 75.5 1768 69.6 614 0.0 321.5 0.0 0.0 0.0 208.5 0.0 0.0 69.2 5727.02 77755 5386.16 80654 0 22 75.1 1734 70.3 645 0.0 320.7 0.0 0.0 0.0 208.1 0.0 0.0 69.9 5726.45 77179 5386.49 81132 0 23 75.3 1751 69.8 623 0.0 321.2 0.0 0.0 0.0 208.4 0.0 0.0 70.5 5726.84 77573 5387.29 82297 0 24 77.5 1945 66.6 490 0.0 321.2 0.0 0.0 0.0 208.4 0.0 0.0 67.4 5726.84 0 5387.08 81990 0 25 78.7 2056 65.9 463 0.0 321.2 0.0 0.0 0.0 208.4 0.0 0.0 66.5 5726.84 0 5387.62 82780 0 26 79.2 2103 65.6 451 0.0 317.6 0.0 0.0 0.0 206.4 0.0 0.0 65.6 5724.02 74739 5388.06 83426 0 27 76.9 1891 69.0 588 0.0 317.0 0.0 0.0 0.0 206.1 0.0 0.0 67.6 5723.52 74241 5388.43 83971 0 28 76.5 1855 68.3 559 0.0 316.5 0.0 0.0 0.0 205.8 0.0 0.0 67.8 5723.16 73882 5388.71 84384 0 29 77.2 1918 69.1 593 0.0 316.1 0.0 0.0 0.0 205.6 0.0 0.0 67.2 5722.85 73574 5389.10 84962 55 30 74.5 1683 70.4 649 0.0 315.8 0.0 0.0 0.0 205.4 0.0 0.0 68.1 5722.59 73315 5389.49 85542 0 31 75.7 1785 68.7 576 0.0 315.6 0.0 0.0 0.0 205.3 0.0 0.0 67.7 5722.39 73117 5389.94 86213 0 TOTAL CFS 303.0 TOTAL AF 496 169 208.0 600.9 600.9 108.0 506.5 506.5 -26295 -20717 259 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 08/07/98 WATER AND POWER CONTROL DIVISION TIME: 09:36:03 LOVELAND, COLORADO JULY 1998 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 72.00 0.00 400.00 81.00 2 0.00 0.00 0.00 0.00 0.00 0.00 72.00 21.00 400.00 78.00 3 0.00 0.00 0.00 0.00 0.00 0.00 65.00 0.00 400.00 79.00 4 0.00 0.00 0.00 0.00 0.00 0.00 62.00 0.00 400.00 80.00 5 0.00 0.00 0.00 0.00 0.00 0.00 88.00 0.00 400.00 87.50 6 0.00 0.00 0.00 0.00 0.00 0.00 104.00 0.00 400.00 88.10 7 0.00 0.00 0.00 0.00 0.00 0.00 55.00 0.00 400.00 90.10 8 0.00 0.00 0.00 0.00 0.00 0.00 9.00 29.00 400.00 69.70 9 0.00 0.00 0.00 0.00 0.00 0.00 0.00 93.00 400.00 56.50 10 0.00 0.00 0.00 0.00 0.00 0.00 0.00 115.00 400.00 53.50 11 0.00 0.00 0.00 0.00 0.00 0.00 0.00 85.00 400.00 58.90 12 0.00 0.00 0.00 0.00 0.00 0.00 0.00 86.00 400.00 61.00 13 0.00 0.00 0.00 0.00 0.00 0.00 0.00 92.00 400.00 56.70 14 0.00 0.00 0.00 0.00 0.00 0.00 0.00 27.00 393.00 87.50 15 0.00 0.00 0.00 0.00 0.00 0.00 271.00 0.00 382.00 329.80 16 0.00 0.00 0.00 0.00 0.00 0.00 320.00 0.00 326.00 434.70 17 0.00 0.00 0.00 0.00 0.00 0.00 264.00 0.00 269.00 441.50 18 0.00 0.00 0.00 0.00 0.00 0.00 250.00 0.00 255.00 361.50 19 0.00 0.00 0.00 0.00 0.00 0.00 250.00 0.00 257.00 489.50 20 0.00 0.00 0.00 0.00 0.00 0.00 250.00 0.00 260.00 463.80 21 0.00 0.00 0.00 0.00 0.00 0.00 250.00 0.00 260.00 467.50 22 0.00 0.00 0.00 0.00 0.00 0.00 250.00 0.00 261.00 470.50 23 0.00 0.00 0.00 0.00 30.00 0.00 272.00 0.00 263.00 499.60 24 0.00 0.00 0.00 0.00 20.00 0.00 236.00 0.00 228.00 492.00 25 0.00 0.00 0.00 0.00 20.00 0.00 315.00 7.00 303.00 495.00 26 0.00 0.00 0.00 0.00 20.00 0.00 350.00 3.00 344.00 505.00 27 0.00 0.00 0.00 0.00 0.00 0.00 350.00 0.00 359.00 505.00 28 0.00 0.00 0.00 0.00 0.00 0.00 314.00 0.00 335.00 489.00 29 0.00 0.00 0.00 0.00 18.00 0.00 300.00 0.00 309.00 504.00 30 0.00 0.00 0.00 0.00 18.00 0.00 300.00 0.00 304.00 499.00 31 0.00 0.00 0.00 0.00 18.00 0.00 300.00 0.00 293.00 500.00 TOTAL CFS 0.00 0.00 0.00 0.00 144.00 0.00 5369.00 558.00 10601.00 8974.90 TOTAL AF 0.00 0.00 0.00 0.00 285.62 0.00 10649.25 1106.78 21026.77 17801.44 ADJUSTMENT AF 603.50 TOTAL FLOW OR DELIVERY AF 17197.94 METERED DELIVERY AF 553.10 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 08/07/98 WATER AND POWER CONTROL DIVISION TIME: 09:36:03 LOVELAND, COLORADO JULY 1998 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) 86572.50 1 0.00 502.00 328.30 30.00 711.90 2.00 1574.20 89720.90 2 0.00 550.70 328.00 30.00 805.90 1.70 1716.30 93153.50 3 0.00 577.00 335.10 30.00 844.50 1.50 1788.10 96729.70 4 0.00 582.00 338.00 31.00 844.50 1.50 1797.00 100323.70 5 0.00 582.00 313.20 31.50 844.50 1.50 1772.70 103869.10 6 0.00 594.00 295.90 25.90 844.50 1.50 1761.80 107392.70 7 0.00 600.00 344.60 20.90 892.60 1.50 1859.60 111111.90 8 0.00 593.30 401.20 15.30 1079.90 0.60 2090.30 115292.50 9 0.00 596.70 485.10 12.50 1261.90 0.00 2356.20 120004.90 10 0.00 606.70 514.50 12.50 1209.80 0.00 2343.50 124691.90 11 0.00 610.00 520.50 14.10 884.80 0.00 2029.40 128750.70 12 0.00 610.00 536.30 15.00 820.30 0.00 1981.60 132713.90 13 0.00 603.30 541.50 15.30 934.80 1.20 2096.10 136906.10 14 0.00 523.00 469.80 20.50 920.60 2.30 1936.20 140778.50 15 0.00 338.90 133.40 23.20 327.20 0.90 823.60 142425.70 16 0.00 266.00 4.90 23.30 35.60 0.00 329.80 143085.30 17 0.00 222.00 4.00 23.50 32.50 0.00 282.00 143649.30 18 0.00 176.70 5.40 23.50 21.30 0.00 226.90 144103.10 19 0.00 158.30 6.70 23.50 69.20 0.00 257.70 144618.50 20 0.00 155.00 9.10 30.20 132.50 0.00 326.80 145272.10 21 0.00 175.70 10.00 33.50 151.90 0.00 371.10 146014.30 22 0.00 215.30 11.40 33.50 178.10 0.00 438.30 146890.90 23 0.00 254.70 12.70 14.40 138.60 0.00 420.40 147731.70 24 0.00 267.00 13.00 3.00 68.30 0.00 351.30 148434.30 25 0.00 274.30 14.40 3.00 27.80 0.00 319.50 149073.30 26 0.00 278.00 15.00 3.00 43.90 0.00 339.90 149753.10 27 0.00 222.70 15.00 3.00 93.50 0.00 334.20 150421.50 28 0.00 138.30 19.90 3.00 106.00 0.00 267.20 150955.90 29 0.00 110.00 22.00 3.00 144.70 0.00 279.70 151515.30 30 0.00 96.70 22.00 3.00 162.20 0.00 283.90 152083.10 31 0.00 64.00 11.50 3.00 72.50 0.00 151.00 152385.10 TOTAL CFS 0.00 11544.30 6082.40 557.10 14706.30 16.20 32906.30 TOTAL AF 0.00 23088.60 12164.80 1114.20 29412.60 32.40 65812.60 152385.10 METERED DELIVERY AF 57.40 2704.80 603.50 88.90 5058.80 8513.40 160898.50 TOTAL FLOW OR DELIVERY AF * 57.40 25793.40 12164.80 1717.70 29501.50 5091.20 74326.00 160898.50 NON-CHARGE DELIVERY AF 0.00 0.00 0.00 0.00 0.00 0.00 0.00 2039.30 METERED DELIVERY AF 1 CBT PROJECT JULY 1998 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 35. 5. 0.00 0.00 132. 34. 0.00 0.00 0.00 14. 0.00 21. 2 0.00 0.00 36. 5. 0.00 0.00 137. 35. 0.00 0.00 0.00 23. 0.00 34. 3 0.16 0.00 46. 6. 0.00 0.00 172. 44. 0.24 0.00 0.00 22. 0.00 33. 4 0.18 0.00 18. 2. 0.02 0.00 54. 14. 0.28 0.00 0.00 11. 0.00 16. 5 0.01 0.07 12. 3. 0.00 0.00 88. 22. 0.00 0.00 0.00 16. 0.00 23. 6 0.16 0.27 0. 2. 0.07 0.13 41. 11. 0.04 0.10 0.08 2. 0.03 9. 7 0.15 0.02 20. 3. 0.01 0.00 78. 20. 0.04 0.00 0.00 16. 0.00 24. 8 0.55 0.00 20. 3. 0.00 0.00 70. 18. 0.00 0.11 0.00 7. 0.00 10. 9 0.05 0.00 28. 4. 0.01 0.03 95. 24. 0.20 0.00 0.00 10. 0.00 15. 10 0.39 0.00 16. 2. 0.03 0.26 39. 10. 0.31 0.00 0.00 17. 0.00 24. 11 0.00 0.00 27. 4. 0.19 0.35 95. 24. 0.00 0.00 0.00 17. 0.00 24. 12 0.00 0.35 0. 4. 0.00 0.00 115. 29. 0.00 0.00 0.00 23. 0.00 33. 13 0.00 0.00 44. 6. 0.00 0.00 154. 39. 0.00 0.00 0.00 21. 0.00 30. 14 0.00 0.00 37. 5. 0.00 0.01 128. 33. 0.00 0.00 0.01 17. 0.00 25. 15 0.00 0.00 31. 4. 0.00 0.00 106. 27. 0.00 0.00 0.00 11. 0.00 16. 16 0.00 0.00 49. 7. 0.00 0.00 167. 43. 0.00 0.00 0.00 15. 0.00 21. 17 0.00 0.00 42. 6. 0.00 0.00 145. 37. 0.00 0.00 0.00 23. 0.00 32. 18 0.00 0.00 38. 5. 0.00 0.00 132. 34. 0.00 0.00 0.00 21. 0.00 30. 19 0.00 0.00 41. 5. 0.00 0.00 141. 36. 0.00 0.00 0.00 15. 0.00 21. 20 0.00 0.00 54. 7. 0.00 0.00 185. 47. 0.00 0.00 0.00 31. 0.00 45. 21 0.06 0.09 27. 4. 0.15 0.25 94. 24. 0.20 0.00 0.05 15. 0.15 10. 22 0.24 0.27 0. 0. 0.08 0.19 0. 0. 0.00 0.03 0.11 -4. 0.04 2. 23 0.13 0.00 27. 4. 1.01 0.40 94. 24. 0.00 0.00 0.03 6. 0.01 11. 24 0.39 0.00 28. 4. 0.29 0.08 94. 24. 0.24 0.20 0.00 12. 0.08 8. 25 0.50 0.00 28. 4. 0.32 0.68 94. 24. 0.11 0.00 0.00 23. 0.28 -1. 26 0.00 1.46 28. 4. 0.23 0.02 94. 24. 0.12 0.00 0.75 -47. 0.02 21. 27 0.00 0.00 35. 5. 0.00 0.31 118. 30. 0.00 0.96 0.00 21. 0.00 31. 28 0.16 0.00 28. 4. 0.33 0.28 94. 24. 0.30 0.00 0.00 18. 0.00 27. 29 0.05 0.52 28. 4. 0.35 0.23 94. 24. 0.08 0.02 0.03 10. 0.01 18. 30 0.04 0.00 28. 4. 0.76 0.10 94. 24. 0.47 0.00 0.80 44. 1.75 -51. 31 0.18 0.00 50. 6. 0.02 0.06 159. 41. 0.12 0.46 0.00 8. 0.01 11. TOTALS 3.40 3.05 900. 128. 3.87 3.38 3305. 843. 2.75 1.88 1.86 439. 2.38 570. 1 UPPER COLORADO RIVER DAILY DATA COLLECTION FOR JULY 1998 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 1879 1186 81 45 0.00 88 6 1175 59 87 45 0.00 2 1694 1307 82 47 0.00 81 5 1061 59 87 47 0.00 3 1544 1123 81 44 0.00 83 5 1007 59 82 43 0.00 4 1169 800 73 44 0.02 76 5 932 60 72 43 0.00 5 1050 690 78 42 0.00 75 5 917 59 83 53 0.07 6 925 432 79 50 0.07 76 6 887 59 71 43 0.27 7 952 332 75 43 0.01 71 5 873 59 75 49 0.02 8 770 332 74 44 0.00 69 5 818 59 79 48 0.00 9 736 178 74 49 0.01 70 5 816 59 72 46 0.00 10 911 90 71 46 0.03 90 5 818 60 73 41 0.00 11 1004 97 75 48 0.19 82 6 911 60 78 42 0.00 12 846 92 78 41 0.00 62 5 976 59 83 45 0.35 13 715 89 82 41 0.00 57 5 883 148 86 44 0.00 14 635 91 83 41 0.00 56 5 662 253 85 43 0.00 15 517 92 78 40 0.00 47 5 659 285 84 44 0.00 16 490 92 82 42 0.00 48 6 563 391 86 43 0.00 17 474 92 83 43 0.00 46 5 550 476 88 46 0.00 18 397 92 85 44 0.00 44 5 497 552 90 48 0.00 19 452 92 85 45 0.00 41 7 358 549 90 50 0.00 20 355 90 87 45 0.00 42 5 481 444 92 48 0.00 21 577 89 82 45 0.15 41 2 357 333 87 47 0.09 22 493 89 71 47 0.08 55 2 387 355 78 50 0.27 23 482 89 70 50 1.01 54 9 523 351 72 47 0.00 24 430 89 73 49 0.29 49 8 513 351 73 50 0.00 25 614 89 68 53 0.32 70 8 685 352 68 52 0.00 26 498 89 74 50 0.23 63 9 682 380 78 45 1.46 27 430 89 76 46 0.00 55 8 581 489 82 51 0.00 28 642 89 74 53 0.33 51 9 477 570 75 50 0.00 29 596 76 63 49 0.35 55 9 812 585 69 48 0.52 30 605 66 70 47 0.76 55 9 754 922 74 48 0.00 31 638 59 75 42 0.02 58 10 743 856 75 47 0.00