Sender: KBRICKER@ibr6gw80.gp.usbr.gov Received: from gpnetmgr.gp.usbr.gov (gpnetmgr.gp.usbr.gov [140.219.17.247]) by dub-img-5.compuserve.com (8.8.6/8.8.6/2.12) with SMTP id LAA26416 for <75667.1326@compuserve.com>; Wed, 8 Jul 1998 11:46:23 -0400 (EDT) Received: from ibr6gw80.gp.usbr.gov by gpnetmgr.gp.usbr.gov (4.1/SMI-4.1) id AA27985; Wed, 8 Jul 98 09:48:13 MDT Errors-To: postmaster@gp.usbr.gov Received: from ibr6dm80-Message_Server by ibr6gw80.gp.usbr.gov with Novell_GroupWise; Wed, 08 Jul 1998 09:48:12 -0600 Message-Id: X-Mailer: Novell GroupWise 4.1 Date: Wed, 08 Jul 1998 09:43:22 -0600 From: Kathy Bricker To: 75667.1326@compuserve.com Subject: June log. Hi Ben-- Hope your summer is going well for you. Attached is the June 1998 final CBT log/report. Kathy ------------------- SPLOG.JUN follows -------------------- PICK SLOAN MISSOURI BASIN PROGRAM UNITED STATES BUREAU OF RECLAMATION WESTERN DIVISION WATER AND POWER SYSTEM AS OF 07/07/98 WATER AND POWER CONTROL DIVISION TIME: 12:33:11 LOVELAND, COLORADO JUNE 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) 242982 1 9013.69 243511 100 710 810 0 1620 529 2181 1091 43 1134 0.00 70 32 32 739 2 9013.04 244602 100 517 617 0 1234 1091 2357 1179 49 1228 0.00 73 33 32 843 3 9014.46 245917 100 411 511 0 1022 1315 2361 1181 65 1246 0.04 70 35 24 767 4 9014.78 246925 100 363 463 0 926 1008 1939 970 39 1009 0.14 51 32 5 657 5 9015.01 247651 96 363 459 0 918 726 1645 823 28 851 0.16 43 23 1 526 6 9015.11 247968 100 496 596 0 1192 317 1541 771 24 795 0.00 54 28 32 400 7 9015.15 248095 100 510 610 0 1220 127 1379 690 24 714 0.00 63 30 32 237 8 9015.17 248158 100 510 610 0 1220 63 1314 657 25 682 0.01 57 27 31 352 9 9015.18 248190 100 510 610 0 1220 32 1284 642 20 662 0.00 62 28 32 313 10 9015.19 248221 88 506 594 0 1188 31 1251 626 25 651 0.00 60 28 32 273 11 9015.18 248190 100 510 610 0 1220 -31 1220 610 26 636 0.01 57 29 31 252 12 9015.19 248221 112 356 468 119 1174 31 1237 619 18 637 0.00 67 31 32 410 13 9015.18 248190 100 358 458 148 1212 -31 1200 600 19 619 0.07 55 41 19 375 14 9015.20 248253 100 358 458 148 1212 63 1275 638 21 659 0.28 52 32 0 376 15 9015.28 248507 100 259 359 68 854 254 1139 570 16 586 0.01 53 32 31 355 16 9015.36 248761 100 239 339 15 708 254 995 498 15 513 0.00 63 39 33 309 17 9015.51 249238 100 239 339 0 678 477 1155 578 18 596 0.22 54 32 0 356 18 9015.71 249876 100 116 216 0 432 638 1103 552 14 566 0.00 54 27 33 446 19 9016.02 250869 87 13 100 0 200 993 1226 613 16 629 0.00 70 31 33 378 20 9016.36 251963 85 0 85 0 170 1094 1297 649 18 667 0.00 69 37 33 332 21 9016.75 253224 85 0 85 0 170 1261 1464 732 32 764 0.00 69 31 33 529 22 9017.17 254591 91 0 91 0 182 1367 1582 791 39 830 0.00 74 31 33 504 23 9017.50 255671 85 102 187 61 496 1080 1610 805 41 846 0.00 69 30 34 577 24 9017.64 256131 85 210 295 189 968 460 1462 731 53 784 0.00 68 29 34 546 25 9017.72 256394 85 284 369 245 1228 263 1525 763 49 812 0.00 75 30 34 463 26 9017.72 256394 85 313 398 349 1494 0 1528 764 80 844 0.00 73 34 34 603 27 9017.74 256460 85 312 397 339 1472 66 1572 786 79 865 0.00 75 35 34 653 28 9017.76 256526 85 325 410 320 1460 66 1560 780 102 882 0.00 80 36 34 725 29 9017.73 256427 85 354 439 400 1678 -99 1613 807 107 914 0.00 82 39 34 760 30 9017.67 256230 85 286 371 472 1686 -197 1523 762 126 888 0.00 81 41 34 823 TOTAL CFS 2824 9530 12354 2873 22278 1231 23509 14879 TOTAL AF 13248 5648 19060 24708 5746 30454 13248 44538 44538 2462 47018 0.94 65 32 836 29758 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 07/07/98 WATER AND POWER CONTROL DIVISION TIME: 12:33:11 LOVELAND, COLORADO JUNE 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) 86559 1 7912.48 87238 1192 0 1192 2364 679 3072 1549 281 43 1873 0.00 73 35 7285 2 7913.85 89190 458 0 458 908 1952 2895 1460 562 49 2071 0.00 77 39 7106 3 7915.42 91468 113 0 113 224 2278 2535 1278 670 65 2013 0.00 75 36 6519 4 7916.69 93340 170 0 170 337 1872 2222 1120 507 39 1666 0.00 54 33 5971 5 7917.71 94864 205 0 205 407 1524 1953 985 364 28 1377 0.00 49 27 5429 6 7918.74 96422 205 0 205 407 1558 1976 996 175 24 1195 0.00 59 33 4970 7 7919.57 97693 206 0 206 409 1271 1680 847 80 24 951 0.29 68 34 4313 8 7920.52 99164 209 0 209 415 1471 1909 962 47 25 1034 0.04 57 33 3985 9 7921.40 100542 208 0 208 413 1378 1831 923 32 20 975 0.00 69 31 3769 10 7922.21 101823 209 0 209 415 1281 1719 867 32 25 924 0.00 62 30 3604 11 7923.01 103101 210 0 210 417 1278 1709 862 0 26 888 0.00 61 30 3508 12 7923.82 104413 211 0 211 419 1312 1741 878 151 18 1047 0.00 69 39 3396 13 7924.55 105606 214 0 214 424 1193 1653 833 142 19 994 0.00 55 42 3469 14 7925.28 106809 216 0 216 428 1203 1654 834 180 21 1035 0.18 53 32 3427 15 7925.87 107789 210 0 210 417 980 1417 714 211 16 941 0.00 56 38 3459 16 7926.38 108645 209 0 209 415 856 1286 648 159 15 822 0.02 69 36 3272 17 7926.97 109638 182 0 182 361 993 1379 695 239 18 952 0.10 54 30 3189 18 7927.55 110625 152 0 152 301 987 1313 662 336 14 1012 0.00 58 28 3148 19 7927.92 111256 151 0 151 300 631 948 478 513 16 1007 0.00 72 33 3041 20 7928.21 111754 150 0 150 298 498 828 417 564 18 999 0.00 71 36 3078 21 7928.73 112651 151 0 151 300 897 1217 614 647 32 1293 0.02 68 32 3254 22 7929.24 113536 138 0 138 274 885 1181 595 700 39 1334 0.00 80 35 3487 23 7929.97 114810 102 0 102 202 1274 1516 764 618 41 1423 0.00 73 37 3827 24 7930.78 116239 101 0 101 200 1429 1668 841 436 53 1330 0.00 82 34 3666 25 7931.58 117662 101 0 101 200 1423 1651 832 394 49 1275 0.00 79 38 3408 26 7932.54 119385 102 0 102 202 1723 1986 1001 366 80 1447 0.00 78 38 3501 27 7933.56 121234 102 0 102 202 1849 2083 1050 389 79 1518 0.00 78 36 3636 28 7934.66 123250 102 0 102 202 2016 2252 1135 370 102 1607 0.00 85 40 3708 29 7935.83 125417 61 25 86 171 2167 2378 1199 368 107 1674 0.00 86 45 3696 30 7937.01 127627 0 59 59 117 2210 2369 1194 391 126 1711 0.00 88 45 3979 TOTAL CFS 6040 84 6124 27233 9924 1231 38388 122100 TOTAL AF 41068 11982 167 12149 12149 41068 54021 54014 19685 2445 76139 0.65 69 35 242182 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 07/07/98 WATER AND POWER CONTROL DIVISION TIME: 12:33:11 LOVELAND, COLORADO JUNE 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) 9664 1 8126.98 9678 51 0 45 6 0 221 278 551 14 570 287 2 8126.94 9667 51 0 45 6 0 235 292 579 -11 574 289 3 8126.81 9631 51 0 45 6 0 233 290 575 -36 545 275 4 8126.73 9609 51 0 45 6 0 241 298 591 -22 569 287 5 8126.62 9578 51 0 45 6 0 241 298 591 -31 564 284 6 8126.20 9462 51 0 45 5 0 241 297 589 -116 474 239 7 8125.56 9289 51 0 45 5 0 241 297 589 -173 418 211 8 8124.87 9105 51 0 45 5 0 241 297 589 -184 408 206 9 8124.10 8903 51 0 45 5 0 241 297 589 -202 389 196 10 8123.12 8652 51 0 45 7 0 241 299 593 -251 345 174 11 8122.14 8408 49 0 45 7 0 241 297 589 -244 347 175 12 8121.87 8342 49 0 45 5 0 144 198 393 -66 327 165 13 8122.64 8532 49 0 45 3 0 0 52 103 190 293 148 14 8123.36 8713 51 0 45 3 0 0 54 107 181 293 148 15 8124.25 8942 51 0 45 2 0 0 53 105 229 334 168 16 8124.66 9049 51 0 45 2 14 0 67 133 107 242 122 17 8124.26 8945 51 0 45 4 6 151 212 420 -104 319 161 18 8123.17 8665 51 0 45 4 0 241 296 587 -280 310 156 19 8122.05 8386 51 0 45 4 0 241 296 587 -279 310 156 20 8121.56 8266 51 0 45 4 0 139 194 385 -120 269 136 21 8122.12 8403 50 0 45 3 0 0 53 105 137 243 123 22 8122.68 8542 50 0 45 2 0 0 52 103 139 244 123 23 8123.17 8665 51 0 45 2 0 0 53 105 123 233 117 24 8123.64 8785 50 0 45 2 0 0 52 103 120 228 115 25 8124.08 8898 50 0 45 1 0 0 51 101 113 218 110 26 8124.42 8986 54 3 45 1 0 0 58 115 88 211 106 27 8124.75 9073 54 4 45 1 0 0 59 117 87 208 105 28 8125.02 9145 54 4 45 1 0 0 59 117 72 194 98 29 8125.27 9211 51 4 45 1 0 0 56 111 66 182 92 30 8125.52 9278 50 4 45 1 0 0 55 109 67 182 92 TOTAL CFS 1528 19 1350 110 20 3533 5210 5064 TOTAL AF -386 3026 38 2670 220 40 7008 10331 10331 -386 10043 10043 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 07/07/98 WATER AND POWER CONTROL DIVISION TIME: 12:33:11 LOVELAND, COLORADO JUNE 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 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 07/07/98 WATER AND POWER CONTROL DIVISION TIME: 12:33:11 LOVELAND, COLORADO JUNE 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 17141 1 8366.47 8366.33 17208 5 1585 1590 3154 67 3259 0 3259 1643 0.00 0.00 69 32 2 8366.49 8366.34 17232 5 1552 1557 3088 24 3157 0 3157 1592 0.00 0.00 73 31 3 8366.54 8366.32 17231 5 1585 1590 3154 -1 3195 0 3195 1611 0.00 0.00 73 35 4 8366.40 8366.32 17159 4 1607 1611 3195 -72 3123 0 3123 1575 0.12 0.01 66 40 5 8366.42 8366.39 17263 5 935 940 1864 104 1995 0 1995 1006 0.48 0.44 50 32 6 8366.45 8366.46 17371 5 631 636 1261 108 1380 0 1380 696 0.01 0.01 56 26 7 8366.44 8366.45 17353 5 612 617 1224 -18 1223 0 1223 617 0.01 0.02 66 33 8 8366.46 8366.48 17402 261 227 488 968 49 1044 0 1044 526 0.18 0.20 61 37 9 8366.49 8366.54 17497 267 50 317 629 95 740 0 740 373 0.20 0.03 64 31 10 8366.52 8366.52 17487 184 422 606 1202 -10 1218 67 1151 580 0.00 0.00 64 33 11 8366.40 8366.40 17265 0 422 422 837 -222 631 0 631 318 0.00 0.01 59 31 12 8366.47 8366.47 17394 50 426 476 944 129 1073 0 1073 541 0.08 0.23 66 35 13 8366.44 8366.41 17299 5 781 786 1559 -95 1464 0 1464 738 0.27 0.15 66 42 14 8366.43 8366.45 17348 1 742 743 1474 49 1565 0 1565 789 0.07 0.02 51 41 15 8366.43 8366.45 17348 155 302 457 906 0 906 0 906 457 0.15 0.16 55 35 16 8366.40 8366.44 17318 354 50 404 801 -30 788 0 788 397 0.02 0.06 58 41 17 8366.39 8366.41 17273 390 50 440 873 -45 855 0 855 431 0.23 0.22 56 33 18 8366.35 8366.39 17227 454 50 504 1000 -46 981 256 725 366 0.18 0.30 56 33 19 8366.29 8366.34 17130 542 50 592 1174 -97 1095 272 823 415 0.00 0.00 69 29 20 8366.42 8366.46 17356 346 50 396 785 226 1045 0 1045 527 0.00 0.00 69 31 21 8366.42 8366.46 17356 541 50 591 1172 0 1179 0 1179 594 0.11 0.00 68 37 22 8366.53 8366.57 17558 542 55 597 1184 202 1407 0 1407 709 0.01 0.02 74 33 23 8366.42 8366.44 17329 539 505 1044 2071 -229 1884 0 1884 950 0.00 0.00 71 34 24 8366.44 8366.46 17366 538 309 847 1680 37 1758 0 1758 886 0.00 0.00 68 30 25 8366.46 8366.49 17416 536 154 690 1369 50 1448 0 1448 730 0.00 0.00 76 31 26 8366.71 8366.71 17836 548 50 598 1186 420 1668 0 1668 841 0.00 0.00 73 35 27 8366.70 8366.71 17831 545 575 1120 2221 -5 2248 0 2248 1133 0.00 0.00 73 36 28 8366.65 8366.67 17752 543 689 1232 2444 -79 2399 0 2399 1209 0.00 0.00 77 36 29 8366.66 8366.71 17810 532 546 1078 2138 58 2236 0 2236 1127 0.00 0.00 80 39 30 8366.66 8366.71 17810 528 546 1074 2130 0 2171 0 2171 1095 0.00 0.00 80 46 TOTAL CFS 8435 15608 24043 24472 66 35 TOTAL AF 669 16730.6 30957 47687 47687 669 49135 595 48540 48536 2.12 1.88 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 07/07/98 WATER AND POWER CONTROL DIVISION TIME: 12:33:11 LOVELAND, COLORADO JUNE 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) 488543 1 8273.24 491683 0 80 0 6.0 86 171 3140 3455 1742 1585 221 0 -64 1579 76 2 8273.78 495463 0 83 0 6.0 89 177 3780 4131 2083 1552 235 0 296 1888 78 3 8274.37 499610 0 82 0 6.0 88 175 4147 4484 2261 1585 233 0 443 2054 78 4 8274.95 503703 0 76 0 6.0 82 163 4093 4256 2146 1607 241 0 298 1873 78 5 8275.34 506426 0 69 0 6.0 75 149 2723 2977 1501 935 241 0 325 1331 74 6 8275.61 508331 0 70 0 6.0 76 151 1905 2101 1059 631 241 0 187 883 73 7 8275.87 510169 0 77 0 6.0 83 165 1838 2070 1044 612 241 0 191 808 74 8 8276.05 511443 0 78 0 6.0 84 167 1274 1546 779 227 241 0 311 837 75 9 8276.18 512364 0 77 0 6.0 83 165 921 1148 579 50 241 0 288 661 75 10 8276.36 513641 34 76 0 6.0 116 230 1277 1610 812 422 241 0 149 729 74 11 8276.76 516483 0 76 0 6.0 82 163 2842 3069 1547 422 241 0 884 1202 81 12 8276.85 517123 0 73 0 6.0 79 157 640 797 402 426 144 0 -168 373 75 13 8277.07 518690 0 73 0 6.0 79 157 1567 1724 869 781 0 0 88 826 76 14 8277.31 520402 0 73 0 6.0 79 157 1712 2035 1026 742 0 0 284 1073 75 15 8277.46 521473 0 74 0 6.0 80 159 1071 1230 620 302 0 0 318 775 79 16 8277.54 522044 0 70 0 6.0 76 151 571 788 397 50 0 0 347 744 78 17 8277.68 523045 0 67 0 6.0 73 145 1001 1252 631 50 151 0 430 861 76 18 8277.80 523904 129 73 0 7.0 209 415 859 1380 696 50 241 0 405 771 84 19 8277.89 524549 137 67 0 7.0 211 419 645 1138 574 50 241 0 283 698 77 20 8278.03 525552 0 67 0 7.0 74 147 1003 1285 648 50 139 0 459 986 70 21 8278.10 526054 0 70 0 7.0 77 153 502 685 345 50 0 0 295 889 73 22 8278.38 528064 0 73 0 7.0 80 159 2010 2254 1136 55 0 0 1081 1790 74 23 8278.54 529214 0 74 0 7.0 81 161 1150 1477 745 505 0 0 240 1190 74 24 8278.71 530437 0 76 0 7.5 83 165 1223 1550 781 309 0 0 472 1358 75 25 8278.88 531662 0 77 0 7.5 84 167 1225 1505 759 154 0 0 605 1335 74 26 8279.03 532743 0 80 0 7.5 87 173 1081 1499 756 50 0 0 706 1547 74 27 8279.28 534548 0 83 0 7.5 90 179 1805 2111 1064 575 0 0 489 1622 78 28 8279.52 536283 0 75 190 7.5 272 540 1735 2411 1216 689 0 0 527 1736 260 29 8279.66 537297 0 75 419 7.5 501 994 1014 2166 1092 546 0 0 546 1673 506 30 8279.76 538021 0 75 766 7.5 848 1682 724 2569 1295 546 0 0 749 1844 680 TOTAL CFS 300 2239 1375 196.5 4107 30605 15608 3533 0 11464 35936 3494 TOTAL AF 49478 595 4448 2727 389.8 8156 8156 49478 60703 60703 30957 7008 0 22739 71276 6938 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 07/07/98 WATER AND POWER CONTROL DIVISION TIME: 12:33:11 LOVELAND, COLORADO JUNE 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. 854 2306 1 38.33 70.54 862 2308 10 9.9 5.0 8.00 809.3 408.0 525.0 125.0 398 26 0 0.00 74 39 2 36.51 71.50 788 2462 80 9.9 5.0 8.00 854.9 431.0 585.0 127.0 454 26 0 0.00 75 45 3 36.55 71.58 790 2475 15 9.9 5.0 8.00 1007.6 508.0 633.0 131.0 507 26 0 0.04 51 39 4 36.62 71.55 792 2470 -3 7.9 4.0 9.00 1023.5 516.0 627.0 126.0 501 26 0 0.16 48 33 5 30.21 71.28 551 2426 -285 9.9 5.0 9.00 1005.6 507.0 476.0 126.0 353 28 0 0.28 41 30 6 30.38 70.93 557 2370 -50 9.9 5.0 9.00 571.2 288.0 372.0 123.0 247 28 0 0.04 53 29 7 30.59 70.94 564 2371 8 9.9 5.0 9.00 412.6 208.0 323.0 125.0 198 29 0 0.00 66 35 8 38.17 71.52 855 2465 385 517.7 261.0 9.00 587.1 296.0 343.0 125.0 218 66 0 0.00 57 40 9 38.64 71.03 874 2386 -60 529.6 267.0 9.00 991.7 500.0 319.0 125.0 194 26 0 0.00 58 38 10 38.66 71.14 875 2403 18 365.0 184.0 9.00 773.6 390.0 331.0 125.0 206 31 0 0.00 63 37 11 35.44 72.06 746 2554 22 0.0 0.0 9.00 404.6 204.0 331.0 125.0 206 17 0 0.00 62 45 12 38.03 72.00 849 2544 93 99.2 50.0 9.00 438.3 221.0 333.0 125.0 209 15 0 0.00 69 47 13 38.45 71.64 867 2485 -41 9.9 5.0 8.00 595.0 300.0 390.0 124.0 265 25 0 0.04 63 43 14 38.62 71.10 874 2397 -81 2.0 1.0 8.00 694.2 350.0 425.0 125.0 298 17 0 0.12 56 42 15 32.67 71.80 640 2511 -120 307.4 155.0 8.00 914.4 461.0 365.0 127.0 238 269 0 0.00 58 36 16 34.01 71.61 690 2480 19 702.1 354.0 8.00 1081.0 545.0 319.0 127.0 193 718 0 0.08 59 43 17 36.90 71.93 804 2532 166 773.6 390.0 8.00 1104.8 557.0 368.0 126.0 241 790 0 0.16 52 41 18 38.37 72.80 863 2679 206 900.5 454.0 8.00 1104.8 557.0 325.0 127.0 21 924 0 0.00 59 40 19 38.13 72.75 854 2670 -18 1075.0 542.0 7.00 1112.7 561.0 307.0 304.0 0 584 0 0.00 72 39 20 39.00 70.82 889 2352 -283 686.3 346.0 7.00 1079.0 544.0 396.0 347.0 0 0 0 0.00 69 38 21 39.38 71.02 905 2384 48 1073.1 541.0 7.00 1096.9 553.0 432.0 403.0 0 0 0 0.00 68 38 22 37.92 72.00 845 2544 100 1075.0 542.0 7.00 1106.8 558.0 498.0 439.0 0 41 0 0.00 75 36 23 38.49 71.95 868 2536 15 1069.1 539.0 6.00 1106.8 558.0 522.0 502.0 0 0 0 0.00 66 41 24 35.56 72.02 750 2547 -107 1067.1 538.0 6.00 1096.9 553.0 485.0 530.0 0 42 0 0.00 68 36 25 38.67 70.56 876 2311 -110 1063.1 536.0 6.00 1077.0 543.0 429.0 483.0 0 0 0 0.00 82 36 26 30.65 73.09 566 2728 107 1086.9 548.0 6.00 1114.7 562.0 497.0 436.0 0 0 0 0.00 77 46 27 35.67 72.34 755 2601 62 1081.0 545.0 6.00 1090.9 550.0 535.0 505.0 0 0 0 0.00 78 44 28 35.82 72.72 761 2665 70 1077.0 543.0 6.00 1100.8 555.0 580.0 539.0 0 0 0 0.00 82 44 29 36.49 72.36 787 2604 -35 1055.2 532.0 6.00 1094.9 552.0 579.0 583.0 0 0 0 0.00 77 43 30 39.32 71.32 903 2432 -56 1047.3 528.0 5.00 1086.9 548.0 568.0 581.0 0 0 0 0.00 72 47 TOTAL CFS 8435.0 13884.013218.0 7916.0 4947 TOTAL AF 49 126 175 452.23 26218. 15701. 9812 3754 0 0.92 65 40 16730.6 27538.5 NOTE: USE FACTOR OF 1.98347 TO CONVERT CFS TO AF/DAY, 0.50417 TO CONVERT AF/DAY TO CFS FACTORS=2.066116 AND.483988 FOR 25 HR/DAY; 1.900825 AND .526087 FOR 23 HR/DAY 1 EAST PORTAL ADAMS TUNNEL MINUS WIND RIVER PICK SLOAN MISSOURI BASIN PROGRAM UNITED STATES BUREAU OF RECLAMATION WESTERN DIVISION WATER AND POWER SYSTEM AS OF 07/07/98 WATER AND POWER CONTROL DIVISION TIME: 12:33:11 LOVELAND, COLORADO JUNE 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 5.0 8.0 0.0 477.0 530.0 1051 408.0 125.0 533.0 1057 10 525.0 2 5.0 8.0 0.0 534.0 590.0 1170 431.0 127.0 558.0 1107 80 585.0 3 5.0 8.0 0.0 587.0 638.0 1265 508.0 131.0 639.0 1267 15 633.0 4 4.0 9.0 0.0 581.0 631.0 1252 516.0 126.0 642.0 1273 -3 627.0 5 5.0 9.0 0.0 430.0 481.0 954 507.0 126.0 633.0 1256 -285 476.0 6 5.0 9.0 0.0 335.0 377.0 748 288.0 123.0 411.0 815 -50 372.0 7 5.0 9.0 0.0 295.0 328.0 651 208.0 125.0 333.0 660 8 323.0 8 261.0 9.0 0.0 306.0 604.0 1198 296.0 125.0 421.0 835 385 343.0 9 267.0 9.0 0.0 288.0 586.0 1162 500.0 125.0 625.0 1240 -60 319.0 10 184.0 9.0 0.0 289.0 515.0 1021 390.0 125.0 515.0 1021 18 331.0 11 0.0 9.0 0.0 295.0 331.0 657 204.0 125.0 329.0 653 22 331.0 12 50.0 9.0 0.0 301.0 383.0 760 221.0 125.0 346.0 686 93 333.0 13 5.0 8.0 0.0 349.0 395.0 783 300.0 124.0 424.0 841 -41 390.0 14 1.0 8.0 0.0 383.0 426.0 845 350.0 125.0 475.0 942 -81 425.0 15 155.0 8.0 0.0 329.0 520.0 1031 461.0 127.0 588.0 1166 -120 365.0 16 354.0 8.0 0.0 294.0 673.0 1335 545.0 127.0 672.0 1333 19 319.0 17 390.0 8.0 0.0 342.0 758.0 1503 557.0 126.0 683.0 1355 166 368.0 18 454.0 8.0 0.0 307.0 779.0 1545 557.0 127.0 684.0 1357 206 325.0 19 542.0 7.0 0.0 285.0 849.0 1684 561.0 304.0 865.0 1716 -18 307.0 20 346.0 7.0 0.0 383.0 742.0 1472 544.0 347.0 891.0 1767 -283 396.0 21 541.0 7.0 0.0 425.0 973.0 1930 553.0 403.0 956.0 1896 48 432.0 22 542.0 7.0 0.0 479.0 1040.0 2063 558.0 439.0 997.0 1978 100 498.0 23 539.0 6.0 0.0 501.0 1061.0 2104 558.0 502.0 1060.0 2102 15 522.0 24 538.0 6.0 0.0 463.0 1023.0 2029 553.0 530.0 1083.0 2148 -107 485.0 25 536.0 6.0 0.0 418.0 965.0 1914 543.0 483.0 1026.0 2035 -110 429.0 26 548.0 6.0 0.0 477.0 1045.0 2073 562.0 436.0 998.0 1980 107 497.0 27 545.0 6.0 0.0 521.0 1080.0 2142 550.0 505.0 1055.0 2093 62 535.0 28 543.0 6.0 0.0 557.0 1123.0 2227 555.0 539.0 1094.0 2170 70 580.0 29 532.0 6.0 0.0 559.0 1111.0 2204 552.0 583.0 1135.0 2251 -35 579.0 30 528.0 5.0 0.0 534.0 1096.0 2174 548.0 581.0 1129.0 2239 -56 568.0 TOTAL CFS 8435.0 0.0 12324.0 21653.0 13884.0 7916.0 21800.0 13218.0 AF 16730.6 452.2 0.0 24444.3 42948.1 42947 27538.5 15701.1 43239.6 43239 175 26217.5 NOTE: USE FACTOR OF 1.98347 TO CONVERT CFS TO AF/DAY, 0.50417 TO CONVERT AF/DAY TO CFS FACTORS=2.066116 AND.483988 FOR 25 HR/DAY; 1.900825 AND .526087 FOR 23 HR/DAY 1 EAST PORTAL ADAMS TUNNEL MINUS WIND RIVER 2 LAKE ESTES COMPUTED NATIVE INFLOW PLUS ADAMS TUNNEL PICK SLOAN MISSOURI BASIN PROGRAM UNITED STATES BUREAU OF RECLAMATION WESTERN DIVISION WATER AND POWER SYSTEM AS OF 07/07/98 WATER AND POWER CONTROL DIVISION TIME: 12:33:11 LOVELAND, COLORADO JUNE 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 1776 576 106068 116987 1 75.7 1785 65.6 451 0.0 358.6 0.0 0.0 0.0 221.2 0.0 0.0 67.0 5753.56 0 5408.81 116743 0 2 74.0 1642 67.4 522 0.0 358.6 0.0 0.0 0.0 221.2 0.0 0.0 64.6 5753.56 0 5408.67 116499 0 3 74.8 1708 65.4 444 0.0 357.1 0.0 0.0 0.0 220.9 0.0 0.0 66.4 5752.58 104970 5408.51 116221 0 4 72.6 1531 68.0 546 0.0 356.8 0.0 0.0 0.0 220.8 0.0 0.0 67.3 5752.39 104758 5408.31 115873 0 5 72.8 1546 68.1 551 0.0 356.5 0.0 0.0 0.0 220.8 0.0 0.0 68.3 5752.16 104501 5408.25 115769 0 6 69.8 1329 67.3 518 0.0 356.4 0.0 0.0 0.0 220.8 0.0 0.0 66.3 5752.09 104423 5408.19 115665 0 7 63.9 976 69.0 588 0.0 356.1 0.0 0.0 0.0 220.7 0.0 0.0 68.0 5751.94 104256 5408.22 115717 0 8 61.4 849 71.1 681 0.0 356.1 0.0 0.0 0.0 220.7 0.0 0.0 70.2 5751.89 104200 5408.20 115683 0 9 71.2 1427 66.8 498 0.0 355.9 0.0 0.0 0.0 220.7 0.0 0.0 68.0 5751.77 104067 5408.19 115665 0 10 73.8 1625 68.2 555 0.0 355.6 0.0 0.0 0.0 220.6 0.0 0.0 67.3 5751.59 103866 5408.11 115527 0 11 71.6 1456 68.8 580 0.0 355.3 0.0 0.0 0.0 220.5 0.0 0.0 68.9 5751.35 103599 5408.05 115423 0 12 69.4 1302 69.4 606 0.0 354.7 0.0 0.0 0.0 220.4 0.0 0.0 68.9 5751.00 103210 5407.97 115284 0 13 70.1 1349 68.6 572 0.0 354.5 0.0 0.0 0.0 220.4 0.0 0.0 68.1 5750.84 103032 5408.00 115336 0 14 70.2 1356 69.2 597 0.0 354.2 0.0 0.0 0.0 220.3 0.0 0.0 68.8 5750.61 102777 5407.95 115250 0 15 69.8 1329 66.5 486 98.0 354.5 276.5 139.4 0.0 220.4 0.0 0.0 68.1 5750.81 102999 5407.89 115146 0 16 67.9 1205 68.7 576 153.0 354.4 431.8 217.7 0.0 220.3 0.0 0.0 68.4 5750.74 102921 5407.80 114990 0 17 74.8 1708 67.9 542 9.0 354.2 25.4 12.8 0.0 220.3 0.0 0.0 68.0 5750.65 102821 5407.83 115042 0 18 76.3 1838 67.8 538 117.0 354.3 330.3 166.5 0.0 220.3 0.0 0.0 67.2 5750.68 102854 5407.78 114956 0 19 74.0 1642 70.9 672 196.0 354.5 552.8 278.7 0.0 220.4 0.0 0.0 67.4 5750.86 103054 5407.72 114852 0 20 74.4 1675 68.5 567 204.0 354.7 575.1 290.0 0.0 220.4 0.0 0.0 67.8 5750.98 103188 5407.67 114766 0 21 75.2 1742 65.7 455 204.0 354.8 574.9 289.9 0.0 220.4 0.0 0.0 66.6 5751.06 103276 5407.55 114558 0 22 73.2 1578 68.6 572 201.0 354.8 566.5 285.6 0.0 220.4 0.0 0.0 66.4 5751.05 103265 5407.30 114128 0 23 72.9 1554 68.2 555 203.0 354.8 572.2 288.5 0.0 220.4 0.0 0.0 67.6 5751.02 103232 5407.08 113749 0 24 70.8 1398 70.8 667 205.0 354.5 578.2 291.5 0.0 220.4 0.0 0.0 69.0 5750.85 103043 5406.88 113405 0 25 71.8 1470 67.5 526 204.0 354.2 576.0 290.4 0.0 220.3 0.0 0.0 66.9 5750.62 102788 5406.52 112788 0 26 75.1 1734 69.4 606 33.0 354.2 93.2 47.0 0.0 220.3 0.0 0.0 68.0 5750.62 0 5405.87 111679 0 27 73.8 1625 65.4 444 206.0 354.2 581.6 293.2 0.0 220.3 0.0 0.0 65.8 5750.62 0 5405.20 110540 135 28 73.7 1617 67.6 530 71.0 351.1 202.2 102.0 0.0 219.6 0.0 0.0 68.7 5748.51 100456 5404.58 109494 0 29 72.7 1538 67.3 518 108.0 350.2 308.4 155.5 0.0 219.4 0.0 0.0 68.0 5747.93 99818 5403.88 108317 109 30 69.2 1289 64.4 407 204.0 349.7 583.4 294.1 0.0 219.2 0.0 0.0 67.6 5747.56 99412 5403.05 106930 0 TOTAL CFS 3442.7 TOTAL AF -487 -169 2416.0 6828.4 6828.4 0.0 0.0 0.0 -6656 -10057 244 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 07/07/98 WATER AND POWER CONTROL DIVISION TIME: 12:33:11 LOVELAND, COLORADO JUNE 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 0.00 381.00 0.00 77.50 2 0.00 0.00 0.00 0.00 0.00 0.00 0.00 386.00 0.00 77.50 3 0.00 0.00 0.00 0.00 0.00 0.00 0.00 433.00 0.00 73.50 4 0.00 0.00 0.00 0.00 0.00 0.00 0.00 486.00 0.00 62.50 5 0.00 0.00 0.00 0.00 0.00 0.00 0.00 425.00 0.00 178.50 6 0.00 0.00 0.00 0.00 0.00 0.00 0.00 363.00 0.00 66.50 7 0.00 0.00 0.00 0.00 0.00 0.00 0.00 275.00 0.00 66.50 8 0.00 0.00 0.00 0.00 0.00 0.00 0.00 210.00 0.00 80.50 9 0.00 0.00 0.00 0.00 0.00 0.00 0.00 210.00 0.00 86.20 10 0.00 0.00 0.00 0.00 0.00 116.00 116.00 311.00 0.00 110.00 11 0.00 0.00 0.00 0.00 0.00 165.00 165.00 363.00 0.00 69.00 12 0.00 0.00 0.00 0.00 0.00 171.00 171.00 373.00 0.00 82.00 13 0.00 0.00 0.00 0.00 0.00 172.00 172.00 378.00 0.00 82.00 14 0.00 0.00 0.00 0.00 0.00 146.00 146.00 394.00 0.00 101.00 15 0.00 0.00 0.00 0.00 0.00 110.00 110.00 400.00 0.00 75.00 16 0.00 0.00 0.00 0.00 0.00 144.00 144.00 400.00 0.00 100.00 17 0.00 0.00 0.00 0.00 0.00 162.00 162.00 370.00 0.00 74.00 18 0.00 0.00 0.00 0.00 0.00 160.00 160.00 387.00 0.00 96.00 19 0.00 0.00 0.00 0.00 0.00 0.00 5.00 119.00 0.00 251.00 20 0.00 0.00 0.00 0.00 0.00 0.00 10.00 40.00 0.00 234.00 21 0.00 0.00 0.00 0.00 0.00 0.00 10.00 55.00 0.00 219.00 22 0.00 0.00 0.00 0.00 0.00 0.00 10.00 90.00 0.00 194.00 23 0.00 0.00 0.00 0.00 0.00 0.00 100.00 144.00 0.00 138.00 24 0.00 0.00 0.00 0.00 0.00 0.00 170.00 330.00 0.00 115.90 25 0.00 0.00 0.00 0.00 0.00 0.00 230.00 200.00 200.00 113.00 26 0.00 0.00 0.00 0.00 0.00 0.00 183.00 0.00 400.00 115.00 27 0.00 0.00 0.00 0.00 0.00 0.00 93.00 0.00 400.00 88.00 28 0.00 0.00 0.00 0.00 0.00 0.00 66.00 0.00 400.00 76.00 29 0.00 0.00 0.00 0.00 0.00 0.00 228.00 156.00 400.00 72.00 30 0.00 0.00 0.00 0.00 0.00 0.00 151.00 88.00 400.00 73.80 TOTAL CFS 0.00 0.00 0.00 0.00 0.00 1346.00 2602.00 7767.00 2200.00 3247.90 TOTAL AF 0.00 0.00 0.00 0.00 0.00 2669.75 5160.99 15405.61 4363.63 6442.11 ADJUSTMENT AF 437.10 TOTAL FLOW OR DELIVERY AF 6005.01 METERED DELIVERY AF 918.60 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 07/07/98 WATER AND POWER CONTROL DIVISION TIME: 12:33:11 LOVELAND, COLORADO JUNE 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) 55709.70 1 0.00 110.00 0.00 2.50 25.00 0.00 137.50 55984.70 2 0.00 100.00 0.00 2.50 25.00 0.00 127.50 56239.70 3 0.00 126.70 0.00 2.50 170.80 1.20 301.20 56842.10 4 0.00 120.00 0.00 2.50 187.50 2.00 312.00 57466.10 5 0.00 76.70 0.00 2.50 66.70 2.00 147.90 57761.90 6 0.00 33.30 0.00 2.50 25.00 0.80 61.60 57885.10 7 0.00 20.00 0.00 2.50 25.00 0.00 47.50 57980.10 8 0.00 20.00 0.00 2.50 25.00 0.00 47.50 58075.10 9 0.00 20.00 0.00 0.80 25.00 0.00 45.80 58166.70 10 0.00 46.70 0.00 0.00 25.00 0.00 71.70 58310.10 11 0.00 75.30 0.00 0.00 25.00 0.00 100.30 58510.70 12 0.00 83.00 0.00 0.00 25.00 0.00 108.00 58726.70 13 0.00 83.00 0.00 0.00 25.00 0.00 108.00 58942.70 14 0.00 83.00 2.10 0.00 25.00 0.00 110.10 59162.90 15 0.00 83.00 3.00 0.00 25.00 0.00 111.00 59384.90 16 0.00 83.00 3.00 0.00 25.00 0.00 111.00 59606.90 17 0.00 105.00 3.00 0.00 25.00 0.00 133.00 59872.90 18 0.00 130.00 3.00 0.00 25.00 0.90 158.90 60190.70 19 0.00 137.00 3.00 0.00 25.00 1.50 166.50 60523.70 20 0.00 155.70 39.80 0.00 141.70 1.50 338.70 61201.10 21 0.00 195.70 55.00 0.00 225.00 1.50 477.20 62155.50 22 0.00 237.70 90.40 0.00 225.00 1.50 554.60 63264.70 23 0.00 257.00 144.00 0.00 166.60 1.50 569.10 64402.90 24 0.00 324.70 174.20 3.10 125.00 0.60 627.60 65658.10 25 0.00 383.70 180.00 5.00 241.70 0.00 810.40 67278.90 26 0.00 475.00 225.30 5.00 400.80 0.00 1106.10 69491.10 27 0.00 495.30 307.70 15.00 455.00 0.00 1273.00 72037.10 28 0.00 486.00 334.00 20.00 455.00 0.00 1295.00 74627.10 29 0.00 475.30 334.00 20.00 455.00 1.20 1285.50 77198.10 30 0.00 470.00 330.50 26.20 572.60 2.00 1401.30 80000.70 TOTAL CFS 0.00 5491.80 2232.00 115.10 4288.40 18.20 12145.50 TOTAL AF 0.00 10983.60 4464.00 230.20 8576.80 36.40 24291.00 80000.70 METERED DELIVERY AF 146.50 2372.80 437.10 34.80 3580.60 6571.80 86572.50 TOTAL FLOW OR DELIVERY AF * 146.50 13356.40 4464.00 667.30 8611.60 3617.00 30862.80 86572.50 NON-CHARGE DELIVERY AF 0.00 0.00 0.00 0.00 0.00 0.00 0.00 2039.30 METERED DELIVERY AF CBT PROJECT JUNE 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 29. 6. 0.00 0.00 144. 38. 0.00 0.00 0.00 27. 0.00 41. 2 0.00 0.00 36. 7. 0.00 0.00 175. 46. 0.00 0.00 0.00 26. 0.00 40. 3 0.04 0.00 34. 6. 0.00 0.00 162. 43. 0.04 0.00 0.15 -12. 0.00 3. 4 0.14 0.00 14. 0. 0.12 0.01 0. 0. 0.16 0.00 0.47 0. 0.46 0. 5 0.16 0.00 23. 4. 0.48 0.44 105. 27. 0.28 0.72 0.00 14. 0.14 2. 6 0.00 0.00 11. 2. 0.01 0.01 46. 12. 0.04 0.00 0.00 11. 0.00 17. 7 0.00 0.29 0. 3. 0.01 0.02 67. 17. 0.00 0.00 0.19 -3. 0.04 17. 8 0.01 0.04 23. 4. 0.18 0.20 106. 27. 0.00 0.21 0.57 -24. 0.33 -2. 9 0.00 0.00 40. 2. 0.20 0.03 63. 16. 0.00 0.00 0.00 11. 0.00 17. 10 0.00 0.00 23. 4. 0.00 0.00 104. 27. 0.00 0.00 0.04 8. 0.01 16. 11 0.01 0.00 15. 2. 0.00 0.01 65. 17. 0.00 0.00 0.00 20. 0.04 26. 12 0.00 0.00 11. 0. 0.08 0.23 0. 0. 0.00 0.08 0.00 20. 0.00 32. 13 0.07 0.00 37. 0. 0.27 0.15 0. 0. 0.04 0.00 0.00 18. 0.07 18. 14 0.28 0.18 24. 6. 0.07 0.02 167. 43. 0.12 0.00 0.05 10. 0.02 19. 15 0.01 0.00 20. 0. 0.15 0.16 0. 0. 0.00 0.00 0.00 19. 0.12 12. 16 0.00 0.02 16. 2. 0.02 0.06 66. 17. 0.08 0.00 0.01 15. 0.00 24. 17 0.22 0.10 25. 4. 0.23 0.22 107. 27. 0.16 0.00 0.20 -4. 0.09 9. 18 0.00 0.00 25. 4. 0.18 0.30 107. 27. 0.00 0.00 0.00 16. 0.00 24. 19 0.00 0.00 18. 3. 0.00 0.00 74. 19. 0.00 0.25 0.00 26. 0.00 41. 20 0.00 0.00 32. 5. 0.00 0.00 135. 35. 0.00 0.00 0.00 22. 0.00 34. 21 0.00 0.02 20. 1. 0.11 0.00 30. 8. 0.00 0.00 0.09 2. 0.00 16. 22 0.00 0.00 22. 3. 0.01 0.02 86. 22. 0.00 0.23 0.00 22. 0.00 34. 23 0.00 0.00 41. 6. 0.00 0.00 166. 43. 0.00 0.00 0.00 22. 0.00 35. 24 0.00 0.00 40. 6. 0.00 0.00 162. 41. 0.00 0.00 0.00 23. 0.00 35. 25 0.00 0.00 28. 4. 0.00 0.00 114. 29. 0.00 0.00 0.00 25. 0.00 39. 26 0.00 0.00 61. 9. 0.00 0.00 246. 63. 0.00 0.00 0.00 26. 0.00 40. 27 0.00 0.00 32. 5. 0.00 0.00 127. 33. 0.00 0.00 0.00 24. 0.00 36. 28 0.00 0.00 35. 5. 0.00 0.00 136. 35. 0.00 0.00 0.00 20. 0.00 31. 29 0.00 0.00 41. 6. 0.00 0.00 159. 40. 0.00 0.00 0.00 19. 0.00 30. 30 0.00 0.00 42. 6. 0.00 0.00 163. 42. 0.00 0.00 0.00 12. 0.00 18. TOTALS 0.94 0.65 818. 113. 2.12 1.88 3083. 794. 0.92 1.49 1.77 414. 1.32 704. UPPER COLORADO RIVER DAILY DATA COLLECTION FOR JUNE 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 1579 86 69 32 0.00 287 12 1549 1192 73 35 0.00 2 1888 89 73 31 0.00 289 12 1460 458 77 39 0.00 3 2054 88 73 35 0.00 275 12 1278 113 75 36 0.00 4 1873 82 66 40 0.12 287 12 1120 170 54 33 0.00 5 1331 75 50 32 0.48 284 12 985 205 49 27 0.00 6 883 76 56 26 0.01 239 11 996 205 59 33 0.00 7 808 83 66 33 0.01 211 11 847 206 68 34 0.29 8 837 84 61 37 0.18 206 11 962 209 57 33 0.04 9 661 83 64 31 0.20 196 11 923 208 69 31 0.00 10 729 82 64 33 0.00 174 13 867 209 62 30 0.00 11 1202 82 59 31 0.00 175 11 862 210 61 30 0.00 12 373 79 66 35 0.08 165 9 878 211 69 39 0.00 13 826 79 66 42 0.27 148 7 833 214 55 42 0.00 14 1073 79 51 41 0.07 148 9 834 216 53 32 0.18 15 775 80 55 35 0.15 168 8 714 210 56 38 0.00 16 744 76 58 41 0.02 122 8 648 209 69 36 0.02 17 861 73 56 33 0.23 161 10 695 182 54 30 0.10 18 771 80 56 33 0.18 156 10 662 152 58 28 0.00 19 698 74 69 29 0.00 156 10 478 151 72 33 0.00 20 986 74 69 31 0.00 136 10 417 150 71 36 0.00 21 889 77 68 37 0.11 123 8 614 151 68 32 0.02 22 1790 80 74 33 0.01 123 7 595 138 80 35 0.00 23 1190 81 71 34 0.00 117 8 764 102 73 37 0.00 24 1358 83 68 30 0.00 115 7 841 101 82 34 0.00 25 1335 84 76 31 0.00 110 6 832 101 79 38 0.00 26 1547 87 73 35 0.00 106 10 1001 102 78 38 0.00 27 1622 90 73 36 0.00 105 10 1050 102 78 36 0.00 28 1736 272 77 36 0.00 98 10 1135 102 85 40 0.00 29 1673 501 80 39 0.00 92 7 1199 86 86 45 0.00 30 1844 848 80 46 0.00 92 6 1194 59 88 45 0.00