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 (8.6.10/5.950515) id MAA06521; Thu, 8 Aug 1996 12:42:48 -0400 Received: from ibr6gw80.gp.usbr.gov by gpnetmgr.gp.usbr.gov (4.1/SMI-4.1) id AA12879; Thu, 8 Aug 96 10:43:01 MDT Errors-To: postmaster@gp.usbr.gov Received: from ibr6dm80-Message_Server by ibr6gw80.gp.usbr.gov with Novell_GroupWise; Thu, 08 Aug 1996 10:43:00 -0700 Message-Id: X-Mailer: Novell GroupWise 4.1 Date: Thu, 08 Aug 1996 10:39:36 -0700 From: Kathy Bricker To: 75667.1326@COMPUSERVE.COM Subject: JULY CBT LOG SEE ATTACHED FINAL JULY LOG. ------------------- SPLOG.JUL follows -------------------- 1 PICK SLOAN MISSOURI BASIN PROGRAM UNITED STATES BUREAU OF RECLAMATION WESTERN DIVISION WATER AND POWER SYSTEM AS OF 08/07/96 WATER AND POWER CONTROL DIVISION TIME: 09:51:15 LOVELAND, COLORADO JULY 1996 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) 256460 1 9017.85 256823 96 1064 1160 111 2542 363 2950 1475 17 1492 0.00 74 37 45 778 2 9017.97 257219 100 1021 1121 26 2294 396 2691 1346 27 1373 0.16 77 39 1 836 3 9018.02 257385 100 968 1068 0 2136 166 2347 1174 40 1214 0.00 77 38 45 806 4 9018.11 257683 100 917 1017 0 2034 298 2366 1183 37 1220 0.04 79 42 34 732 5 9018.27 258213 101 774 875 0 1750 530 2325 1163 45 1208 0.00 75 40 45 869 6 9018.35 258479 101 934 1035 0 2070 266 2381 1191 49 1240 0.00 77 38 45 670 7 9018.38 258579 101 934 1035 0 2070 100 2215 1108 37 1145 0.00 77 39 45 671 8 9018.36 258513 101 932 1033 0 2066 -66 2045 1023 21 1044 0.00 77 43 45 561 9 9018.33 258413 100 914 1014 0 2028 -100 1965 983 10 993 0.03 71 41 37 616 10 9018.29 258280 100 882 982 0 1964 -133 1876 938 24 962 0.00 74 36 45 504 11 9018.25 258147 100 843 943 0 1886 -133 1798 899 35 934 0.00 76 39 45 541 12 9018.21 258014 100 802 902 0 1804 -133 1716 858 29 887 0.00 77 42 45 573 13 9018.16 257848 100 760 860 0 1720 -166 1599 800 8 808 0.00 73 35 45 498 14 9018.10 257649 100 716 816 0 1632 -199 1478 739 10 749 0.00 77 36 45 513 15 9018.06 257517 100 685 785 0 1570 -132 1483 742 7 749 0.00 75 42 45 358 16 9018.05 257484 100 575 675 0 1350 -33 1340 670 12 682 0.08 72 48 23 580 17 9018.03 257418 100 634 734 0 1468 -66 1447 724 24 748 0.00 75 43 45 548 18 9018.02 257385 100 625 725 0 1450 -33 1417 709 26 735 0.32 70 39 0 628 19 9017.99 257285 498 100 598 0 1196 -100 1141 571 11 582 0.00 77 41 45 610 20 9017.95 257153 100 498 598 0 1196 -132 1109 555 7 562 0.00 78 37 45 582 21 9017.92 257054 100 471 571 0 1142 -99 1088 544 6 550 0.00 77 34 45 548 22 9017.87 256889 100 437 537 10 1094 -165 974 487 5 492 0.00 77 36 45 464 23 9017.84 256790 100 404 504 52 1112 -99 1058 529 5 534 0.00 75 35 45 407 24 9017.80 256658 100 379 479 58 1074 -132 987 494 29 523 0.00 76 38 45 372 25 9017.75 256493 100 354 454 11 930 -165 810 405 43 448 0.00 73 36 45 397 26 9017.71 256361 100 329 429 0 858 -132 771 386 27 413 0.00 71 37 45 380 27 9017.70 256328 100 311 411 0 822 -33 834 417 22 439 0.00 76 39 45 343 28 9017.68 256262 100 295 395 0 790 -66 769 385 25 410 0.00 75 48 45 335 29 9017.66 256197 100 286 386 0 772 -65 730 365 30 395 0.08 64 39 23 390 30 9017.65 256164 100 275 375 0 750 -33 762 381 33 414 0.00 75 35 45 331 31 9017.63 256098 100 264 364 0 728 -66 707 354 27 381 0.00 75 36 45 344 TOTAL CFS 3498 19383 22881 268 23598 728 24326 16785 TOTAL AF -362 6996 38766 45762 536 46298 -362 47179 47179 1456 48652 0.71 75 39 1243 33570 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 08/07/96 WATER AND POWER CONTROL DIVISION TIME: 09:51:15 LOVELAND, COLORADO JULY 1996 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) 149617 1 7948.02 149470 1500 493 1993 3953 -147 3844 1938 315 17 2270 0.00 79 43 7195 2 7948.14 149721 1500 330 1830 3630 251 3881 1957 225 27 2209 0.35 80 35 6507 3 7948.17 149784 1500 322 1822 3614 63 3718 1874 106 40 2020 0.00 74 45 6218 4 7948.09 149617 1500 320 1820 3610 -167 3469 1749 166 37 1952 0.00 77 48 5682 5 7948.00 149428 1500 322 1822 3614 -189 3460 1744 288 45 2077 0.00 78 41 5398 6 7947.87 149158 1500 323 1823 3616 -270 3381 1705 156 49 1910 0.00 80 40 5334 7 7947.75 148909 1500 316 1816 3602 -249 3384 1706 73 37 1816 0.05 82 45 5454 8 7947.68 148763 1500 148 1648 3269 -146 3162 1594 -11 21 1604 0.00 82 47 5562 9 7947.82 149054 1475 0 1475 2926 291 3234 1630 -32 10 1608 0.00 75 45 4988 10 7947.90 149220 1389 0 1389 2755 166 2947 1486 -44 24 1466 0.00 81 43 4491 11 7948.05 149533 1305 0 1305 2588 313 2944 1484 -44 35 1475 0.00 80 40 4154 12 7948.19 149826 1308 0 1308 2594 293 2926 1475 -44 29 1460 0.00 82 51 3847 13 7948.22 149889 1303 0 1303 2584 63 2694 1358 -61 8 1305 0.00 80 42 3653 14 7948.22 149889 1305 0 1305 2588 0 2637 1329 -77 10 1262 0.00 84 43 3536 15 7948.27 149994 1081 0 1081 2144 105 2268 1143 -44 7 1106 0.09 84 48 3483 16 7948.59 150665 917 0 917 1819 671 2490 1255 -5 12 1262 0.30 85 48 3217 17 7948.93 151377 908 0 908 1801 712 2543 1282 -11 24 1295 0.00 81 46 3140 18 7949.24 152032 1023 0 1023 2029 655 2684 1353 -17 26 1362 0.44 65 44 3244 19 7949.24 152032 1202 0 1202 2384 0 2396 1208 -28 11 1191 0.00 80 40 3287 20 7949.20 151947 1206 0 1206 2392 -85 2341 1180 -44 7 1143 0.00 80 40 3280 21 7949.10 151736 1201 0 1201 2382 -211 2219 1119 -27 6 1098 0.00 86 42 3190 22 7949.00 151524 1086 0 1086 2154 -212 1986 1001 -50 5 956 0.00 85 45 3070 23 7948.98 151482 904 0 904 1793 -42 1807 911 25 5 941 0.00 83 40 2825 24 7949.00 151524 807 0 807 1601 42 1687 851 15 29 895 0.00 83 44 2581 25 7949.02 151566 817 0 817 1620 42 1687 851 -49 43 845 0.00 79 42 2432 26 7949.05 151630 768 0 768 1523 64 1604 809 -44 27 792 0.00 78 40 2319 27 7949.07 151672 721 0 721 1430 42 1496 754 6 22 782 0.00 81 48 2167 28 7949.07 151672 722 0 722 1432 0 1447 730 -11 25 744 0.08 79 50 2084 29 7949.17 151884 656 0 656 1301 212 1540 776 -21 30 785 0.04 66 46 2124 30 7949.24 152032 478 141 619 1228 148 1401 706 6 33 745 0.00 79 41 2153 31 7949.32 152201 605 0 605 1200 169 1404 708 -11 27 724 0.00 83 42 2049 TOTAL CFS 35187 2715 37902 39666 706 728 41100 118664 TOTAL AF 2584 69788 5388 75176 75176 2584 78681 78677 1400 1448 81519 1.35 80 44 235366 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 08/07/96 WATER AND POWER CONTROL DIVISION TIME: 09:51:15 LOVELAND, COLORADO JULY 1996 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) 9893 1 8127.78 9905 96 0 45 1 0 0 97 192 12 209 105 2 8127.88 9933 82 0 45 0 0 0 82 163 28 197 99 3 8128.06 9985 60 0 45 1 0 0 61 121 52 178 90 4 8128.23 10034 52 0 45 0 0 0 52 103 49 155 78 5 8128.38 10078 52 0 45 1 0 0 53 105 44 153 77 6 8128.46 10101 75 0 45 0 0 0 75 149 23 173 87 7 8128.40 10084 85 0 45 0 0 0 85 169 -17 157 79 8 8128.46 10101 59 0 45 1 0 0 60 119 17 141 71 9 8128.38 10078 93 0 45 0 0 0 93 184 -23 163 82 10 8128.36 10072 66 0 45 0 0 0 66 131 -6 128 65 11 8128.37 10075 54 0 45 1 0 0 55 109 3 118 59 12 8128.36 10072 53 0 45 0 0 0 53 105 -3 107 54 13 8128.34 10066 52 0 45 0 0 0 52 103 -6 103 52 14 8128.30 10055 52 0 45 1 0 0 53 105 -11 100 50 15 8128.10 9997 51 0 45 0 0 20 71 141 -58 87 44 16 8127.32 9774 50 0 45 1 0 102 153 303 -223 82 41 17 8126.47 9537 50 0 45 1 0 121 172 341 -237 104 52 18 8125.72 9332 50 0 45 1 0 109 160 317 -205 112 56 19 8125.00 9139 46 0 40 0 0 100 146 290 -193 98 49 20 8125.01 9142 40 0 30 1 0 0 41 81 3 87 44 21 8124.98 9134 40 0 30 0 0 0 40 79 -8 77 39 22 8124.95 9126 35 0 30 0 0 0 35 69 -8 66 33 23 8124.95 9126 31 0 30 0 0 0 31 61 0 68 34 24 8124.94 9123 32 0 30 0 0 0 32 63 -3 65 33 25 8124.93 9120 32 0 30 1 0 0 33 65 -3 64 32 26 8125.00 9139 22 0 19 0 0 0 22 44 19 65 33 27 8125.14 9177 9 0 5 0 0 0 9 18 38 58 29 28 8125.28 9214 9 0 5 0 0 0 9 18 37 58 29 29 8125.51 9275 8 0 5 0 0 0 8 16 61 80 40 30 8125.72 9332 6 0 5 1 0 0 7 14 57 71 36 31 8125.86 9370 8 0 5 0 0 0 8 16 38 58 29 TOTAL CFS 1450 0 1074 12 0 452 1914 1701 TOTAL AF -523 2873 0 2129 24 0 896 3794 3794 -523 3382 3382 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 08/07/96 WATER AND POWER CONTROL DIVISION TIME: 09:51:15 LOVELAND, COLORADO JULY 1996 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 08/07/96 WATER AND POWER CONTROL DIVISION TIME: 09:51:15 LOVELAND, COLORADO JULY 1996 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 17469 1 8366.50 8366.58 17556 355 194 549 1089 87 1209 0 1209 610 0.00 0.00 77 38 2 8366.49 8366.59 17564 548 50 598 1186 8 1234 246 988 498 0.00 0.00 80 40 3 8366.52 8366.65 17659 552 50 602 1194 95 1325 415 910 459 0.00 0.00 77 43 4 8366.60 8366.70 17767 551 50 601 1192 108 1323 430 893 450 0.00 0.01 79 42 5 8366.59 8366.69 17747 546 50 596 1182 -20 1191 294 897 452 0.01 0.06 79 51 6 8366.60 8366.68 17740 544 50 594 1178 -7 1177 177 1000 504 0.16 0.14 77 45 7 8366.59 8366.69 17747 545 50 595 1180 7 1221 307 914 461 0.01 0.13 77 48 8 8366.54 8366.64 17656 544 50 594 1178 -91 1121 301 820 413 0.00 0.00 78 44 9 8366.51 8366.64 17641 543 50 593 1176 -15 1176 494 682 344 0.00 0.00 76 50 10 8366.50 8366.58 17556 544 50 594 1178 -85 1116 599 517 261 0.00 0.10 74 44 11 8366.50 8366.65 17649 550 50 600 1190 93 1321 728 593 299 0.00 0.10 77 39 12 8366.51 8366.65 17654 545 50 595 1180 5 1219 686 533 269 0.00 0.01 78 35 13 8366.53 8366.68 17704 542 50 592 1174 50 1265 823 442 223 0.00 0.00 76 48 14 8366.51 8366.65 17654 549 50 599 1188 -50 1181 819 362 183 0.00 0.00 79 41 15 8366.55 8366.66 17687 511 50 561 1113 33 1177 849 328 165 0.00 0.00 78 39 16 8366.58 8366.70 17756 496 50 546 1083 69 1169 805 364 184 0.04 0.02 71 46 17 8366.55 8366.66 17687 500 50 550 1091 -69 1022 643 379 191 0.22 0.20 77 49 18 8366.58 8366.70 17756 535 50 585 1160 69 1234 825 409 206 0.12 0.05 76 45 19 8366.54 8366.65 17669 506 50 556 1103 -87 1025 619 406 205 0.01 0.00 76 45 20 8366.55 8366.67 17701 510 50 560 1111 32 1170 829 341 172 0.02 0.00 81 47 21 8366.57 8366.71 17764 520 50 570 1131 63 1236 891 345 174 0.00 0.00 78 41 22 8366.56 8366.71 17759 520 50 570 1131 -5 1165 900 265 134 0.00 0.00 79 37 23 8366.55 8366.70 17741 519 50 569 1129 -18 1160 948 212 107 0.00 0.00 79 38 24 8366.54 8366.69 17722 512 50 562 1115 -19 1135 940 195 98 0.00 0.00 77 38 25 8366.59 8366.71 17774 501 50 551 1093 52 1162 980 182 92 0.03 0.01 74 44 26 8366.56 8366.70 17746 503 50 553 1097 -28 1084 893 191 96 0.00 0.00 69 39 27 8366.59 8366.74 17814 502 50 552 1095 68 1181 956 225 113 0.02 0.00 76 39 28 8366.59 8366.72 17787 510 50 560 1111 -27 1108 855 253 128 0.01 0.00 76 42 29 8366.63 8366.76 17861 511 50 561 1113 74 1211 827 384 194 0.21 0.30 73 52 30 8366.65 8366.77 17885 474 50 524 1039 24 1063 682 381 192 0.16 0.21 73 46 31 8366.61 8366.77 17865 487 50 537 1065 -20 1076 748 328 165 0.00 0.00 76 39 TOTAL CFS 16075 1694 17769 8042 77 43 TOTAL AF 396 31884.3 3355 35245 35245 396 36457 20509 15948 15951 1.02 1.34 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 08/07/96 WATER AND POWER CONTROL DIVISION TIME: 09:51:15 LOVELAND, COLORADO JULY 1996 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) 536935 1 8279.65 537224 0 112 318 7.8 437 867 289 1288 649 194 0 0 455 1065 393 2 8279.65 537224 124 112 262 8.0 506 1004 0 1162 586 50 0 0 536 1034 337 3 8279.66 537297 209 112 84 8.0 413 819 73 1037 523 50 0 0 473 932 159 4 8279.70 537586 217 100 0 8.0 325 645 289 1026 517 50 0 0 467 917 103 5 8279.76 538021 148 112 58 8.0 326 647 435 1199 604 50 0 0 554 1006 133 6 8279.77 538093 89 112 210 8.0 419 831 72 929 468 50 0 0 418 922 285 7 8279.73 537803 155 112 368 8.0 643 1275 -290 1119 564 50 0 0 514 975 443 8 8279.68 537441 152 112 303 8.0 575 1140 -362 914 461 50 0 0 411 824 378 9 8279.63 537079 249 112 170 8.0 539 1069 -362 768 387 50 0 0 337 681 245 10 8279.60 536862 302 112 19 8.0 441 875 -217 750 378 50 0 0 328 589 94 11 8279.56 536573 367 74 0 8.0 449 891 -289 751 379 50 0 0 329 628 83 12 8279.52 536283 346 66 0 8.0 420 833 -290 679 342 50 0 0 292 561 75 13 8279.46 535849 415 66 0 8.0 489 970 -434 698 352 50 0 0 302 525 76 14 8279.40 535415 413 66 0 8.0 487 966 -434 703 354 50 0 0 304 487 76 15 8279.35 535054 428 66 0 8.6 502 996 -361 758 382 50 20 0 312 477 76 16 8279.32 534837 406 69 0 8.6 483 958 -217 809 408 50 102 0 256 440 75 17 8279.33 534909 324 67 0 8.6 399 791 72 863 435 50 121 0 264 455 76 18 8279.32 534837 416 70 0 8.3 494 980 -72 928 468 50 109 0 309 515 72 19 8279.31 534765 312 73 0 8.6 393 780 -72 745 376 50 100 0 226 431 75 20 8279.25 534331 418 75 0 8.6 501 994 -434 666 336 50 0 0 286 458 75 21 8279.15 533609 449 75 0 8.6 532 1055 -722 499 252 50 0 0 202 376 75 22 8279.06 532960 454 84 0 8.6 546 1083 -649 587 296 50 0 0 246 380 74 23 8278.95 532166 478 93 0 8.1 579 1148 -794 546 275 50 0 0 225 332 75 24 8278.84 531374 474 93 0 8.1 575 1140 -792 501 253 50 0 0 203 301 75 25 8278.73 530581 494 93 0 8.1 595 1180 -793 456 230 50 0 0 180 272 76 26 8278.62 529790 450 81 0 8.1 539 1069 -791 339 171 50 0 0 121 217 77 27 8278.50 528926 482 73 0 8.1 563 1117 -864 324 163 50 0 0 113 226 76 28 8278.40 528208 431 73 0 8.1 512 1016 -718 392 198 50 0 0 148 276 76 29 8278.36 527920 417 70 0 8.1 495 982 -288 787 397 50 0 0 347 541 75 30 8278.29 527418 344 66 0 8.1 418 829 -502 327 165 50 0 0 115 307 77 31 8278.21 526843 377 69 0 8.1 454 900 -575 447 225 50 0 0 175 340 76 TOTAL CFS 10340 2670 1792 253.2 15049 11594 1694 452 0 9448 17490 4161 TOTAL AF -10092 20509 5296 3556 502.2 29850 29850 -10092 22997 22997 3355 896 0 18740 34690 8258 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 08/07/96 WATER AND POWER CONTROL DIVISION TIME: 09:51:15 LOVELAND, COLORADO JULY 1996 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. 526 2706 1 32.47 72.39 632 2609 9 704.1 355.0 3.00 1086.9 548.0 439.0 245.0 0 0 0 0.00 80 43 2 36.84 71.04 801 2387 -53 1086.9 548.0 3.00 1086.9 548.0 415.0 445.0 0 0 0 0.00 83 44 3 34.28 71.97 701 2539 52 1094.9 552.0 2.00 1083.0 546.0 436.0 418.0 0 0 0 0.08 83 47 4 34.45 71.91 707 2529 -4 1092.9 551.0 2.00 1086.9 548.0 432.0 439.0 0 0 0 0.08 82 45 5 33.02 72.30 653 2594 11 1083.0 546.0 2.00 1090.9 550.0 440.0 433.0 0 0 0 0.04 80 52 6 31.11 73.00 583 2713 49 1079.0 544.0 2.00 1096.9 553.0 477.0 446.0 0 0 0 0.28 83 56 7 37.54 71.94 829 2534 67 1081.0 545.0 2.00 1090.9 550.0 508.0 472.0 0 0 0 0.00 82 45 8 35.99 71.36 767 2439 -157 1079.0 544.0 1.00 1090.9 550.0 437.0 511.0 0 0 0 0.00 67 52 9 39.35 69.99 904 2221 -81 1077.0 543.0 2.00 1075.0 542.0 395.0 439.0 0 0 0 0.24 69 52 10 31.29 71.54 589 2468 -68 1079.0 544.0 1.00 1051.2 530.0 352.0 401.0 0 0 0 0.00 75 46 11 35.99 70.72 767 2336 46 1090.9 550.0 1.00 993.7 501.0 326.0 353.0 0 0 0 0.00 80 51 12 37.09 71.27 811 2424 132 1081.0 545.0 1.00 958.0 483.0 329.0 326.0 0 0 0 0.00 67 55 13 35.05 71.56 730 2471 -34 1075.0 542.0 1.00 1069.1 539.0 309.0 330.0 0 0 0 0.00 75 51 14 37.60 71.37 832 2441 72 1088.9 549.0 1.00 969.9 489.0 286.0 311.0 0 0 0 0.00 71 46 15 37.21 71.91 816 2529 72 1013.6 511.0 1.00 928.3 468.0 281.0 289.0 0 0 0 0.00 79 43 16 33.82 72.53 683 2633 -29 983.8 496.0 1.00 1017.5 513.0 287.0 286.0 0 0 0 0.00 77 60 17 33.15 72.47 658 2623 -35 991.7 500.0 1.00 1029.4 519.0 288.0 288.0 0 0 0 0.00 78 54 18 35.45 72.44 746 2618 83 1061.2 535.0 1.00 1063.1 536.0 330.0 289.0 0 0 0 0.24 75 48 19 34.13 72.30 695 2594 -75 1003.6 506.0 0.00 1061.2 535.0 324.0 333.0 0 0 0 0.20 80 47 20 37.94 71.20 846 2413 -30 1011.6 510.0 0.00 965.9 487.0 287.0 325.0 0 0 0 0.00 78 50 21 34.91 72.04 725 2551 17 1031.4 520.0 0.00 969.9 489.0 265.0 288.0 0 0 0 0.00 83 45 22 31.96 72.70 614 2662 0 1031.4 520.0 0.00 995.7 502.0 246.0 264.0 0 0 0 0.00 77 42 23 32.30 72.61 626 2646 -4 1029.4 519.0 0.00 995.7 502.0 226.0 245.0 0 0 0 0.04 74 44 24 29.53 73.29 527 2763 18 1015.5 512.0 0.00 973.9 491.0 215.0 227.0 0 0 0 0.00 69 44 25 34.85 72.21 723 2579 12 993.7 501.0 0.00 956.0 482.0 202.0 215.0 0 0 0 1.46 75 46 26 33.16 72.56 658 2638 -6 997.7 503.0 0.00 1015.5 512.0 208.0 202.0 0 0 0 0.12 75 43 27 34.83 72.06 722 2554 -20 995.7 502.0 0.00 973.9 491.0 186.0 207.0 0 0 0 0.00 76 42 28 37.47 71.45 827 2454 5 1011.6 510.0 0.00 948.1 478.0 155.0 185.0 0 0 0 0.00 80 43 29 37.09 72.69 811 2660 190 1013.6 511.0 0.00 1005.6 507.0 248.0 157.0 0 0 0 0.59 62 53 30 34.79 73.09 720 2728 -23 940.2 474.0 0.00 1053.2 531.0 292.0 247.0 0 0 0 0.00 76 48 31 34.11 71.87 694 2522 -232 965.9 487.0 0.00 1085.0 547.0 235.0 291.0 0 0 0 0.00 80 44 TOTAL CFS 16075.0 16067.0 9856.0 9907.0 0 TOTAL AF 168 -184 -16 55.54 19549. 19650. 0 0 0 3.37 76 48 31884.3 31868.4 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 08/07/96 WATER AND POWER CONTROL DIVISION TIME: 09:51:15 LOVELAND, COLORADO JULY 1996 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) 1 355.0 3.0 0.0 409.0 794.0 1575 548.0 245.0 793.0 1573 9 439.0 2 548.0 3.0 0.0 396.0 963.0 1910 548.0 445.0 993.0 1970 -53 415.0 3 552.0 2.0 0.0 394.0 988.0 1960 546.0 418.0 964.0 1912 52 436.0 4 551.0 2.0 0.0 391.0 983.0 1950 548.0 439.0 987.0 1958 -4 432.0 5 546.0 2.0 0.0 401.0 986.0 1956 550.0 433.0 983.0 1950 11 440.0 6 544.0 2.0 0.0 400.0 1021.0 2025 553.0 446.0 999.0 1981 49 477.0 7 545.0 2.0 0.0 469.0 1053.0 2089 550.0 472.0 1022.0 2027 67 508.0 8 544.0 1.0 0.0 398.0 981.0 1946 550.0 511.0 1061.0 2104 -157 437.0 9 543.0 2.0 0.0 356.0 938.0 1860 542.0 439.0 981.0 1946 -81 395.0 10 544.0 1.0 0.0 315.0 896.0 1777 530.0 401.0 931.0 1847 -68 352.0 11 550.0 1.0 0.0 301.0 876.0 1738 501.0 353.0 854.0 1694 46 326.0 12 545.0 1.0 0.0 294.0 874.0 1734 483.0 326.0 809.0 1605 132 329.0 13 542.0 1.0 0.0 275.0 851.0 1688 539.0 330.0 869.0 1724 -34 309.0 14 549.0 1.0 0.0 265.0 835.0 1656 489.0 311.0 800.0 1587 72 286.0 15 511.0 1.0 0.0 250.0 792.0 1571 468.0 289.0 757.0 1501 72 281.0 16 496.0 1.0 0.0 243.0 783.0 1553 513.0 286.0 799.0 1585 -29 287.0 17 500.0 1.0 0.0 251.0 788.0 1563 519.0 288.0 807.0 1601 -35 288.0 18 535.0 1.0 0.0 284.0 865.0 1716 536.0 289.0 825.0 1636 83 330.0 19 506.0 0.0 0.0 279.0 830.0 1646 535.0 333.0 868.0 1722 -75 324.0 20 510.0 0.0 0.0 252.0 797.0 1581 487.0 325.0 812.0 1611 -30 287.0 21 520.0 0.0 0.0 230.0 785.0 1557 489.0 288.0 777.0 1541 17 265.0 22 520.0 0.0 0.0 209.0 766.0 1519 502.0 264.0 766.0 1519 0 246.0 23 519.0 0.0 0.0 191.0 745.0 1478 502.0 245.0 747.0 1482 -4 226.0 24 512.0 0.0 0.0 180.0 727.0 1442 491.0 227.0 718.0 1424 18 215.0 25 501.0 0.0 0.0 173.0 703.0 1394 482.0 215.0 697.0 1382 12 202.0 26 503.0 0.0 0.0 163.0 711.0 1410 512.0 202.0 714.0 1416 -6 208.0 27 502.0 0.0 0.0 154.0 688.0 1365 491.0 207.0 698.0 1384 -20 186.0 28 510.0 0.0 0.0 146.0 665.0 1319 478.0 185.0 663.0 1315 5 155.0 29 511.0 0.0 0.0 213.0 759.0 1505 507.0 157.0 664.0 1317 190 248.0 30 474.0 0.0 0.0 249.0 766.0 1519 531.0 247.0 778.0 1543 -23 292.0 31 487.0 0.0 0.0 201.0 722.0 1432 547.0 291.0 838.0 1662 -232 235.0 TOTAL CFS 16075.0 0.0 8732.0 25931.0 16067.0 9907.0 25974.0 9856.0 AF 31884.3 55.5 0.0 17319.7 51433.4 51434 31868.4 19650.2 51518.6 51519 -16 19549.1 NOTE: USE FACTOR OF 1.98347 TO CONVERT CFS TO AF/DAY, 0.50417 TO CONVERT AF/DAY TO CFS FACTORS=2.066116 AND.483988 FOR 25 HR/DAY; 1.900825 AND .526087 FOR 23 HR/DAY 1 EAST PORTAL ADAMS TUNNEL MINUS WIND RIVER 2 LAKE ESTES COMPUTED NATIVE INFLOW PLUS ADAMS TUNNEL 1 PICK SLOAN MISSOURI BASIN PROGRAM UNITED STATES BUREAU OF RECLAMATION WESTERN DIVISION WATER AND POWER SYSTEM AS OF 08/07/96 WATER AND POWER CONTROL DIVISION TIME: 09:51:15 LOVELAND, COLORADO JULY 1996 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 1691 645 70281 153833 1 73.7 1617 69.5 610 0.0 311.9 0.0 0.0 0.0 203.1 0.0 0.0 0.0 5719.42 70202 5428.40 153490 0 2 74.4 1675 69.6 614 0.0 311.7 0.0 0.0 0.0 203.0 0.0 0.0 0.0 5719.30 70085 5428.12 152926 0 3 75.4 1759 70.7 663 0.0 311.6 0.0 0.0 0.0 202.9 0.0 0.0 0.0 5719.18 69968 5427.42 151521 0 4 75.2 1742 71.0 676 0.0 311.4 0.0 0.0 0.0 202.9 0.0 0.0 0.0 5719.06 69850 5426.67 150023 0 5 78.5 2037 68.0 546 0.0 311.3 0.0 0.0 0.0 202.8 0.0 0.0 0.0 5718.96 69753 5425.91 148513 0 6 75.4 1759 69.7 619 0.0 311.1 0.0 0.0 0.0 202.7 0.0 0.0 0.0 5718.83 69626 5425.04 146796 0 7 76.6 1864 67.4 522 0.0 311.0 0.0 0.0 0.0 202.6 0.0 0.0 0.0 5718.69 69489 5424.23 145207 513 8 75.4 1759 68.8 580 0.0 310.8 0.0 0.0 0.0 202.5 0.0 0.0 0.0 5718.59 69392 5423.39 143570 0 9 76.2 1829 68.2 555 0.0 310.8 0.0 0.0 0.0 202.5 0.0 0.0 0.0 5718.59 69392 5422.52 141885 0 10 78.2 2009 64.7 418 0.0 310.7 0.0 0.0 0.0 202.4 0.0 0.0 0.0 5718.49 69294 5421.65 140212 0 11 76.1 1820 70.2 640 0.0 310.6 0.0 0.0 0.0 202.4 0.0 0.0 0.0 5718.42 69226 5420.65 138301 0 12 76.4 1846 67.5 526 0.0 310.6 0.0 0.0 0.0 202.4 0.0 0.0 0.0 5718.42 0 5419.41 135953 725 13 76.0 1811 70.4 649 0.0 310.6 0.0 0.0 0.0 202.4 0.0 0.0 0.0 5718.42 0 5418.32 133906 599 14 76.6 1864 69.7 619 0.0 310.3 0.0 0.0 0.0 202.1 0.0 0.0 0.0 5718.11 68925 5417.98 133271 0 15 77.9 1982 65.0 429 0.0 310.1 0.0 0.0 0.0 202.0 0.0 0.0 0.0 5717.98 68798 5418.21 133701 0 16 77.0 1900 67.1 510 0.0 309.9 0.0 0.0 0.0 201.9 0.0 0.0 0.0 5717.85 68672 5418.65 134524 0 17 75.9 1802 69.6 614 0.0 309.7 0.0 0.0 0.0 201.8 0.0 0.0 0.0 5717.68 68507 5419.07 135313 0 18 76.7 1873 68.1 551 0.0 309.5 0.0 0.0 0.0 201.7 0.0 0.0 0.0 5717.53 68362 5419.53 136179 0 19 76.5 1855 69.0 588 0.0 309.5 0.0 0.0 0.0 201.7 0.0 0.0 0.0 5717.53 0 5419.89 136859 0 20 76.9 1891 66.7 494 0.0 309.5 0.0 0.0 0.0 201.7 0.0 0.0 0.0 5717.53 0 5420.28 137598 0 21 75.9 1802 69.1 593 0.0 308.8 0.0 0.0 0.0 201.2 0.0 0.0 0.0 5716.95 67801 5420.53 138073 0 22 77.6 1954 64.5 410 0.0 308.6 0.0 0.0 0.0 201.1 0.0 0.0 0.0 5716.72 67579 5420.73 138454 0 23 76.2 1829 69.0 588 0.0 308.2 0.0 0.0 0.0 200.8 0.0 0.0 0.0 5716.43 67299 5420.87 138721 0 24 76.6 1864 68.0 546 0.0 307.6 0.0 0.0 0.0 200.5 0.0 0.0 0.0 5715.94 66828 5421.07 139102 0 25 76.1 1820 68.9 584 0.0 307.0 0.0 0.0 0.0 200.1 0.0 0.0 0.0 5715.43 66339 5421.23 139408 0 26 76.3 1838 68.0 546 0.0 307.0 0.0 0.0 0.0 200.1 0.0 0.0 0.0 5715.43 0 5421.37 139675 0 27 75.5 1768 69.3 601 0.0 307.0 0.0 0.0 0.0 200.1 0.0 0.0 0.0 5715.43 0 5421.51 139943 0 28 75.6 1776 69.0 588 0.0 304.6 0.0 0.0 0.0 198.4 0.0 0.0 0.0 5713.38 64387 5421.68 140269 0 29 76.7 1873 67.0 506 0.0 303.8 0.0 0.0 0.0 197.9 0.0 0.0 0.0 5712.75 63792 5421.85 140596 0 30 77.0 1900 67.0 506 0.0 303.2 0.0 0.0 0.0 197.5 0.0 0.0 0.0 5712.25 63321 5422.04 140961 0 31 76.2 1829 68.8 580 0.0 302.8 0.0 0.0 0.0 197.2 0.0 0.0 0.0 5711.86 62955 5422.38 141615 0 TOTAL CFS 0.0 TOTAL AF 138 -65 0.0 0.0 0.0 0.0 0.0 0.0 -7326 -12218 1837 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 08/07/96 WATER AND POWER CONTROL DIVISION TIME: 09:51:15 LOVELAND, COLORADO JULY 1996 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 7.00 25.00 32.00 0.00 326.00 285.00 2 0.00 0.00 0.00 0.00 7.00 191.00 198.00 0.00 369.00 345.00 3 0.00 0.00 0.00 0.00 12.00 231.00 243.00 0.00 388.00 304.00 4 0.00 0.00 0.00 0.00 12.00 190.00 202.00 0.00 400.00 326.00 5 0.00 0.00 0.00 0.00 12.00 192.00 204.00 0.00 400.00 386.00 6 0.00 0.00 0.00 0.00 12.00 201.00 213.00 0.00 400.00 320.00 7 0.00 0.00 0.00 0.00 12.00 203.00 215.00 0.00 400.00 345.00 8 0.00 0.00 0.00 0.00 12.00 202.00 214.00 0.00 400.00 372.00 9 0.00 0.00 0.00 0.00 20.00 202.00 222.00 0.00 400.00 318.00 10 0.00 0.00 0.00 0.00 20.00 196.00 216.00 0.00 400.00 305.20 11 0.00 0.00 0.00 0.00 20.00 183.00 203.00 0.00 400.00 279.00 12 0.00 0.00 0.00 0.00 20.00 48.00 68.00 59.00 400.00 97.00 13 0.00 0.00 0.00 0.00 20.00 24.00 44.00 24.00 400.00 82.00 14 0.00 0.00 0.00 0.00 20.00 34.00 54.00 0.00 400.00 114.00 15 0.00 0.00 0.00 0.00 20.00 205.00 225.00 7.00 311.00 388.80 16 0.00 0.00 0.00 0.00 20.00 259.00 279.00 10.00 271.00 502.00 17 0.00 0.00 0.00 0.00 15.00 256.00 271.00 3.00 276.00 503.00 18 0.00 0.00 0.00 0.00 15.00 254.00 269.00 0.00 278.00 504.00 19 0.00 0.00 0.00 0.00 15.00 292.00 307.00 10.00 310.00 501.00 20 0.00 0.00 0.00 0.00 15.00 295.00 310.00 17.00 312.00 491.00 21 0.00 0.00 0.00 0.00 15.00 279.00 294.00 8.50 302.00 478.00 22 0.00 0.00 0.00 0.00 15.00 247.00 262.00 1.50 278.00 479.00 23 0.00 0.00 0.00 0.00 15.00 221.00 236.00 0.00 253.00 454.00 24 0.00 0.00 0.00 0.00 15.00 206.00 221.00 0.00 243.00 466.00 25 0.00 0.00 0.00 0.00 15.00 193.00 208.00 0.00 269.00 427.00 26 0.00 0.00 0.00 0.00 15.00 179.00 194.00 0.00 269.00 420.00 27 0.00 0.00 0.00 0.00 15.00 177.00 192.00 0.00 269.00 421.00 28 0.00 0.00 0.00 0.00 15.00 168.00 184.00 0.00 269.00 422.00 29 0.00 0.00 0.00 0.00 15.00 143.00 158.00 3.50 246.00 410.00 30 0.00 0.00 0.00 0.00 15.00 134.00 149.00 1.50 223.00 448.00 31 0.00 0.00 0.00 0.00 15.00 215.00 230.00 28.00 264.00 472.00 TOTAL CFS 0.00 0.00 0.00 0.00 471.00 5845.00 6317.00 173.00 10126.00 11665.00 TOTAL AF 0.00 0.00 0.00 0.00 934.21 11593.38 12529.58 343.14 20084.62 23137.18 ADJUSTMENT AF 391.70 TOTAL FLOW OR DELIVERY AF 22745.48 METERED DELIVERY AF 700.30 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 08/07/96 WATER AND POWER CONTROL DIVISION TIME: 09:51:15 LOVELAND, COLORADO JULY 1996 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) 79350.80 1 0.00 10.50 93.50 0.00 278.70 0.00 382.70 80116.20 2 0.00 11.20 124.10 0.00 495.70 0.00 631.00 81378.20 3 0.00 11.50 166.40 0.00 738.70 6.70 923.30 83224.80 4 0.00 11.50 208.70 0.00 889.00 10.00 1119.20 85463.20 5 0.00 11.50 208.20 0.00 951.50 10.00 1181.20 87825.60 6 0.00 11.50 198.80 0.00 951.50 10.00 1171.80 90169.20 7 0.00 18.50 197.00 0.00 1008.10 10.00 1233.60 92636.40 8 0.00 22.00 198.40 0.00 1084.40 4.30 1309.10 95254.60 9 0.00 25.30 195.50 0.00 1152.30 3.00 1376.10 98006.80 10 0.00 27.00 203.20 3.80 1006.70 3.70 1244.40 100495.60 11 0.00 16.30 216.80 6.00 1044.50 3.20 1286.80 103069.20 12 0.00 11.00 406.30 6.00 1161.50 2.00 1586.80 106242.80 13 0.00 11.00 400.60 6.00 986.40 1.50 1405.50 109053.80 14 0.00 11.00 366.20 6.00 345.60 1.50 730.30 110514.40 15 0.00 11.00 116.80 2.20 21.20 0.60 151.80 110818.00 16 0.00 25.00 21.60 0.00 16.00 0.00 62.60 110943.20 17 0.00 32.70 24.00 0.00 16.00 0.00 72.70 111088.60 18 0.00 41.00 24.00 0.00 16.00 0.00 81.00 111250.60 19 0.00 56.30 24.00 0.00 16.00 0.00 96.30 111443.20 20 0.00 55.30 27.90 0.00 17.30 0.00 100.50 111644.20 21 0.00 52.00 30.90 0.00 59.70 0.00 142.60 111929.40 22 0.00 66.70 31.50 0.00 168.00 0.00 266.20 112461.80 23 0.00 92.70 31.50 0.00 180.80 0.00 305.00 113071.80 24 0.00 169.30 37.10 0.00 183.00 0.00 389.40 113850.60 25 0.00 215.00 39.50 0.00 177.30 0.00 431.80 114714.20 26 0.00 272.30 39.50 0.00 154.50 0.00 466.30 115646.80 27 0.00 298.00 39.50 0.00 147.00 0.00 484.50 116615.80 28 0.00 298.00 36.70 0.00 165.80 0.00 500.50 117616.80 29 0.00 298.00 35.50 0.00 172.00 0.00 505.50 118627.80 30 0.00 241.40 33.00 0.00 153.20 0.00 427.60 119483.00 31 0.00 182.80 29.20 0.00 84.50 0.00 296.50 120076.00 TOTAL CFS 0.00 2617.30 3805.90 30.00 13842.90 66.50 20362.60 TOTAL AF 0.00 5234.60 7611.80 60.00 27685.80 133.00 40725.20 120076.00 METERED DELIVERY AF 104.20 1098.60 391.70 100.80 3837.60 5532.90 125608.90 TOTAL FLOW OR DELIVERY AF * 104.20 6333.20 7611.80 451.70 27786.60 3970.60 46258.10 125608.90 NON-CHARGE DELIVERY AF 0.00 0.00 0.00 0.00 0.00 0.00 0.00 2495.20 METERED DELIVERY AF 1 CBT PROJECT JULY 1996 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 38. 5. 0.00 0.00 132. 34. 0.00 0.02 0.00 15. 0.00 32. 2 0.16 0.35 0. 6. 0.00 0.00 159. 40. 0.00 0.00 0.00 15. 0.00 31. 3 0.00 0.00 42. 6. 0.00 0.00 145. 37. 0.08 0.00 0.00 15. 0.00 30. 4 0.04 0.00 27. 4. 0.00 0.01 93. 24. 0.08 0.00 0.00 11. 0.02 20. 5 0.00 0.00 36. 5. 0.01 0.06 117. 30. 0.04 0.02 0.00 26. 0.00 53. 6 0.00 0.00 36. 1. 0.16 0.14 27. 7. 0.28 0.00 0.06 11. 0.00 31. 7 0.00 0.05 32. 5. 0.01 0.13 135. 34. 0.00 0.00 0.00 18. 0.00 36. 8 0.00 0.00 39. 5. 0.00 0.00 137. 35. 0.00 0.71 0.00 9. 0.00 18. 9 0.03 0.00 18. 2. 0.00 0.00 62. 16. 0.24 0.00 0.82 -39. 0.42 -12. 10 0.00 0.00 27. 4. 0.00 0.10 92. 24. 0.00 1.10 0.00 11. 0.00 21. 11 0.00 0.00 43. 6. 0.00 0.10 150. 38. 0.00 0.00 0.20 -1. 0.00 30. 12 0.00 0.00 39. 5. 0.00 0.01 136. 35. 0.00 0.00 0.00 13. 0.03 21. 13 0.00 0.00 47. 7. 0.00 0.00 163. 41. 0.00 0.00 0.12 0. 0.02 15. 14 0.00 0.00 50. 7. 0.00 0.00 172. 44. 0.00 0.00 0.00 16. 0.00 31. 15 0.00 0.09 20. 5. 0.00 0.00 123. 31. 0.00 0.00 0.00 12. 0.02 20. 16 0.08 0.30 0. 3. 0.04 0.02 68. 17. 0.00 0.00 0.00 19. 0.01 35. 17 0.00 0.00 31. 0. 0.22 0.20 0. 0. 0.00 0.00 0.00 16. 0.05 24. 18 0.32 0.44 0. 1. 0.12 0.05 20. 5. 0.24 0.00 0.00 9. 0.00 18. 19 0.00 0.00 13. 1. 0.01 0.00 38. 10. 0.20 0.01 0.09 13. 0.00 39. 20 0.00 0.00 35. 4. 0.02 0.00 107. 27. 0.00 0.00 0.00 25. 0.00 50. 21 0.00 0.00 49. 6. 0.00 0.00 167. 43. 0.00 0.00 0.00 26. 0.00 52. 22 0.00 0.00 45. 6. 0.00 0.00 154. 39. 0.00 0.35 0.00 21. 0.00 42. 23 0.00 0.00 56. 7. 0.00 0.00 193. 49. 0.04 0.00 0.07 18. 0.30 0. 24 0.00 0.00 45. 6. 0.00 0.00 153. 39. 0.00 0.22 0.00 15. 0.00 29. 25 0.00 0.00 26. 3. 0.03 0.01 70. 18. 1.46 0.00 0.20 -7. 0.02 15. 26 0.00 0.00 18. 2. 0.00 0.00 61. 16. 0.12 0.30 0.00 12. 0.00 24. 27 0.00 0.00 24. 3. 0.02 0.00 71. 18. 0.00 0.00 0.00 15. 0.00 30. 28 0.00 0.08 15. 4. 0.01 0.00 95. 24. 0.00 0.00 0.05 23. 0.24 16. 29 0.08 0.04 28. 4. 0.21 0.30 94. 24. 0.59 0.47 0.33 -1. 0.32 0. 30 0.00 0.00 26. 0. 0.16 0.21 0. 0. 0.00 0.32 0.01 12. 0.01 25. 31 0.00 0.00 36. 5. 0.00 0.00 122. 31. 0.00 0.01 0.09 9. 0.00 33. TOTALS 0.71 1.35 938. 126. 1.02 1.34 3254. 831. 3.37 3.53 2.04 359. 1.46 809. 1 UPPER COLORADO RIVER DAILY DATA COLLECTION FOR JULY 1996 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 1065 437 77 38 0.00 105 52 1938 1993 79 43 0.00 2 1034 382 80 40 0.00 99 37 1957 1830 80 35 0.35 3 932 204 77 43 0.00 90 16 1874 1822 74 45 0.00 4 917 108 79 42 0.00 78 7 1749 1820 77 48 0.00 5 1006 178 79 51 0.01 77 8 1744 1822 78 41 0.00 6 922 330 77 45 0.16 87 30 1705 1823 80 40 0.00 7 975 488 77 48 0.01 79 40 1706 1816 82 45 0.05 8 824 423 78 44 0.00 71 15 1594 1648 82 47 0.00 9 681 290 76 50 0.00 82 48 1630 1475 75 45 0.00 10 589 139 74 44 0.00 65 21 1486 1389 81 43 0.00 11 628 82 77 39 0.00 59 10 1484 1305 80 40 0.00 12 561 74 78 35 0.00 54 8 1475 1308 82 51 0.00 13 525 74 76 48 0.00 52 7 1358 1303 80 42 0.00 14 487 74 79 41 0.00 50 8 1329 1305 84 43 0.00 15 477 74 78 39 0.00 44 6 1143 1081 84 48 0.09 16 440 77 71 46 0.04 41 6 1255 917 85 48 0.30 17 455 75 77 49 0.22 52 6 1282 908 81 46 0.00 18 515 78 76 45 0.12 56 6 1353 1023 65 44 0.44 19 431 81 76 45 0.01 49 6 1208 1202 80 40 0.00 20 458 83 81 47 0.02 44 11 1180 1206 80 40 0.00 21 376 83 78 41 0.00 39 10 1119 1201 86 42 0.00 22 380 92 79 37 0.00 33 5 1001 1086 85 45 0.00 23 332 101 79 38 0.00 34 1 911 904 83 40 0.00 24 301 101 77 38 0.00 33 2 851 807 83 44 0.00 25 272 101 74 44 0.03 32 3 851 817 79 42 0.00 26 217 89 69 39 0.00 33 3 809 768 78 40 0.00 27 226 81 76 39 0.02 29 4 754 721 81 48 0.00 28 276 81 76 42 0.01 29 4 730 722 79 50 0.08 29 541 78 73 52 0.21 40 3 776 656 66 46 0.04 30 307 74 73 46 0.16 36 2 706 619 79 41 0.00 31 340 77 76 39 0.00 29 3 708 605 83 42 0.00