1 PICK SLOAN MISSOURI BASIN PROGRAM UNITED STATES BUREAU OF RECLAMATION WESTERN DIVISION WATER AND POWER SYSTEM AS OF 02/07/00 WATER AND POWER CONTROL DIVISION TIME: 07:34:12 LOVELAND, COLORADO JANUARY 2000 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) 235395 1 9010.98 235214 104 0 104 78 364 -181 183 92 0 92 0.03 37 3 0 92 2 9010.92 235033 104 0 104 78 364 -181 183 92 0 92 0.02 33 4 0 72 3 9010.84 234793 104 0 104 78 364 -240 124 62 0 62 0.00 15 -7 0 37 4 9010.79 234642 104 0 104 78 364 -151 213 107 0 107 0.04 31 -3 0 74 5 9010.73 234462 96 0 96 78 348 -180 168 84 0 84 0.01 20 -10 0 59 6 9010.65 234222 104 0 104 78 364 -240 124 62 0 62 0.00 20 -9 0 87 7 9010.58 234011 104 0 104 78 364 -211 153 77 0 77 0.00 32 -7 0 44 8 9010.51 233802 104 0 104 78 364 -209 155 78 0 78 0.00 35 5 0 88 9 9010.48 233712 100 4 104 78 364 -90 274 137 0 137 0.06 22 14 0 38 10 9010.42 233532 103 4 107 78 370 -180 190 95 0 95 0.00 34 16 0 89 11 9010.34 233292 104 0 104 78 364 -240 124 62 0 62 0.00 39 27 0 58 12 9010.26 233053 35 67 102 78 360 -239 121 61 0 61 0.03 31 12 0 90 13 9010.19 232844 0 101 101 78 358 -209 149 75 0 75 0.00 42 15 0 38 14 9010.13 232665 67 34 101 78 358 -179 179 90 0 90 0.00 50 19 0 88 15 9010.06 232456 101 0 101 78 358 -209 149 75 0 75 0.00 50 30 0 37 16 9009.99 232247 101 0 101 78 358 -209 149 75 0 75 0.00 49 29 0 95 17 9009.93 232069 101 0 101 78 358 -178 180 90 0 90 0.00 45 29 0 52 18 9009.88 231920 101 0 101 78 358 -149 209 105 0 105 0.09 40 28 0 96 19 9009.82 231741 101 0 101 78 358 -179 179 90 0 90 0.05 37 18 0 126 20 9009.76 231563 101 0 101 78 358 -178 180 90 0 90 0.00 44 17 0 74 21 9009.71 231414 101 0 101 78 358 -149 209 105 0 105 0.19 39 18 0 75 22 9009.68 231325 80 21 101 78 358 -89 269 135 0 135 0.22 25 13 0 90 23 9009.61 231117 101 0 101 78 358 -208 150 75 0 75 0.03 32 1 0 40 24 9009.56 230969 93 8 101 78 358 -148 210 105 0 105 0.12 30 17 0 88 25 9009.53 230880 0 101 101 78 358 -89 269 135 0 135 0.25 34 17 0 37 26 9009.51 230821 101 0 101 78 358 -59 299 150 0 150 0.32 36 15 0 144 27 9009.44 230614 101 0 101 78 358 -207 151 76 0 76 0.00 20 -14 0 37 28 9009.36 230377 101 0 101 78 358 -237 121 61 0 61 0.02 18 -14 0 87 29 9009.30 230199 101 0 101 78 358 -178 180 90 0 90 0.00 23 -15 0 58 30 9009.22 229963 101 0 101 78 358 -236 122 61 0 61 0.00 31 -15 0 37 31 9009.17 229815 101 0 101 78 358 -148 210 105 0 105 0.00 38 -11 0 41 TOTAL CFS 2820 340 3160 2418 2797 0 2797 2168 TOTAL AF -5580 5640 680 6320 4836 11156 -5580 5576 5576 0 5594 1.48 33 8 0 4336 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 02/07/00 WATER AND POWER CONTROL DIVISION TIME: 07:34:12 LOVELAND, COLORADO JANUARY 2000 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) 94084 1 7917.04 93859 309 0 309 613 -225 388 196 -13 0 183 0.00 0 0 814 2 7916.87 93606 304 0 304 603 -253 350 176 -13 0 163 0.00 0 0 929 3 7916.65 93280 305 0 305 605 -326 279 141 -42 0 99 0.19 21 -6 884 4 7916.48 93028 305 0 305 605 -252 353 178 3 0 181 0.01 33 17 884 5 7916.28 92732 304 0 304 603 -296 307 155 -12 0 143 0.05 24 -8 829 6 7916.13 92510 303 0 303 601 -222 379 191 -42 0 149 0.00 20 -14 759 7 7915.92 92200 304 0 304 603 -310 293 148 -28 0 120 0.00 14 0 741 8 7915.77 91980 303 0 303 601 -220 381 192 -27 0 165 0.00 27 16 755 9 7915.55 91658 304 0 304 603 -322 281 142 33 0 175 0.04 34 21 958 10 7915.40 91439 306 0 306 607 -219 388 196 -12 0 184 0.00 37 19 1010 11 7915.21 91160 303 0 303 601 -279 322 162 -42 0 120 0.00 46 22 1047 12 7915.06 90941 302 0 302 599 -219 380 192 -42 0 150 0.00 47 8 1028 13 7914.84 90621 300 0 300 595 -320 275 139 -27 0 112 0.00 42 15 940 14 7914.69 90404 298 0 298 591 -217 374 189 -12 0 177 0.00 48 16 973 15 7914.47 90086 298 0 298 591 -318 273 138 -27 0 111 0.00 47 27 1006 16 7914.33 89883 298 0 298 591 -203 388 196 -27 0 169 0.00 48 25 1023 17 7914.13 89593 299 0 299 593 -290 303 153 -11 0 142 0.00 53 19 1028 18 7913.99 89391 299 0 299 593 -202 391 197 4 0 201 0.00 43 18 1068 19 7913.89 89248 299 0 299 593 -143 450 227 -12 0 215 0.00 42 18 1014 20 7913.72 89004 298 0 298 591 -244 347 175 -11 0 164 0.00 30 25 1006 21 7913.55 88761 299 0 299 593 -243 350 176 4 0 180 0.00 25 14 1150 22 7913.40 88546 299 0 299 593 -215 378 191 34 0 225 0.00 32 15 1113 23 7913.18 88232 299 0 299 593 -314 279 141 -26 0 115 0.10 42 -2 1058 24 7913.03 88017 297 0 297 589 -215 374 189 4 0 193 0.00 37 8 1010 25 7912.81 87705 295 0 295 585 -312 273 138 34 0 172 0.03 35 12 1113 26 7912.74 87606 295 0 295 585 -99 486 245 49 0 294 0.04 39 16 1120 27 7912.52 87295 295 0 295 585 -311 274 138 -26 0 112 0.00 19 -10 1084 28 7912.37 87083 295 0 295 585 -212 373 188 -41 0 147 0.00 18 -7 1012 29 7912.18 86814 295 0 295 585 -269 316 159 -11 0 148 0.00 20 -5 907 30 7911.96 86503 295 0 295 585 -311 274 138 -40 0 98 0.10 19 -15 922 31 7911.74 86195 297 0 297 589 -308 281 142 4 0 146 0.00 24 -8 907 TOTAL CFS 9302 0 9302 5328 -375 0 4953 30092 TOTAL AF -7889 18449 0 18449 18449 -7889 10560 10571 -748 0 9824 0.56 31 8 59685 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 02/07/00 WATER AND POWER CONTROL DIVISION TIME: 07:34:12 LOVELAND, COLORADO JANUARY 2000 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) 6464 1 8113.27 6478 7 0 0 0 0 0 7 14 14 28 14 2 8113.35 6493 7 0 0 1 0 0 8 16 15 31 16 3 8113.45 6512 7 0 0 0 0 0 7 14 19 33 17 4 8113.55 6532 7 0 0 0 0 0 7 14 20 34 17 5 8113.63 6547 7 0 0 0 0 0 7 14 15 29 15 6 8113.71 6563 7 0 0 0 0 0 7 14 16 30 15 7 8113.78 6576 7 0 0 1 0 0 8 16 13 29 15 8 8113.88 6596 7 0 0 0 0 0 7 14 20 34 17 9 8113.99 6617 7 0 0 0 0 0 7 14 21 35 18 10 8114.08 6635 7 0 0 0 0 0 7 14 18 32 16 11 8114.18 6655 7 0 0 0 0 0 7 14 20 34 17 12 8114.26 6670 7 0 0 1 0 0 8 16 15 31 16 13 8114.35 6688 7 0 0 0 0 0 7 14 18 32 16 14 8114.44 6706 7 0 0 0 0 0 7 14 18 32 16 15 8114.54 6726 7 0 0 0 0 0 7 14 20 34 17 16 8114.65 6748 7 0 0 0 0 0 7 14 22 36 18 17 8114.74 6766 7 0 0 1 0 0 8 16 18 34 17 18 8114.91 6799 7 0 0 0 0 0 7 14 33 47 24 19 8115.04 6825 7 0 0 0 0 0 7 14 26 40 20 20 8115.17 6851 7 0 0 0 0 0 7 14 26 40 20 21 8115.28 6873 7 0 0 0 0 0 7 14 22 36 18 22 8115.38 6893 7 0 0 1 0 0 8 16 20 36 18 23 8115.47 6911 7 0 0 0 0 0 7 14 18 32 16 24 8115.55 6927 7 0 0 0 0 0 7 14 16 30 15 25 8115.67 6952 7 0 0 0 0 0 7 14 25 39 20 26 8115.78 6974 7 0 0 0 0 0 7 14 22 36 18 27 8115.88 6995 7 0 0 1 0 0 8 16 21 37 19 28 8115.94 7007 7 0 0 0 0 0 7 14 12 26 13 29 8116.02 7023 7 0 0 0 0 0 7 14 16 30 15 30 8116.11 7042 7 0 0 0 0 0 7 14 19 33 17 31 8116.19 7058 7 0 0 0 0 0 7 14 16 30 15 TOTAL CFS 217 0 0 6 0 0 223 525 TOTAL AF 594 434 0 0 12 0 0 446 446 594 1040 1040 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 02/07/00 WATER AND POWER CONTROL DIVISION TIME: 07:34:12 LOVELAND, COLORADO JANUARY 2000 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 02/07/00 WATER AND POWER CONTROL DIVISION TIME: 07:34:12 LOVELAND, COLORADO JANUARY 2000 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 17885 1 8366.57 8366.68 17724 386 45 431 855 -161 694 744 -50 -25 0.02 0.03 28 1 2 8366.62 8366.74 17830 411 45 456 904 106 1010 982 28 14 0.02 0.04 27 11 3 8366.61 8366.75 17838 411 32 443 879 8 887 891 -4 -2 0.02 0.03 25 2 4 8366.59 8366.73 17800 411 20 431 855 -38 817 770 47 24 0.00 0.02 24 -6 5 8366.63 8366.76 17861 411 20 431 855 61 916 891 25 13 0.00 0.03 23 14 6 8366.64 8366.78 17893 403 20 423 839 32 871 889 -18 -9 0.00 0.01 21 -11 7 8366.64 8366.79 17906 403 20 423 839 13 852 811 41 21 0.00 0.00 20 -17 8 8366.59 8366.72 17787 406 20 426 845 -119 726 700 26 13 0.00 0.00 25 6 9 8366.63 8366.75 17848 413 20 433 859 61 920 928 -8 -4 0.01 0.01 21 14 10 8366.60 8366.73 17806 405 20 425 843 -42 801 688 113 57 0.40 0.79 25 16 11 8366.53 8366.65 17664 401 20 421 835 -142 693 789 -96 -48 0.00 0.24 38 22 12 8366.64 8366.74 17840 401 20 421 835 176 1011 978 33 17 0.02 0.05 39 23 13 8366.65 8366.77 17885 402 20 422 837 45 882 881 1 1 0.00 0.00 40 8 14 8366.63 8366.73 17821 410 20 430 853 -64 789 780 9 5 0.00 0.00 41 -1 15 8366.65 8366.75 17858 425 20 445 883 37 920 867 53 27 0.00 0.00 43 6 16 8366.67 8366.78 17908 424 20 444 881 50 931 899 32 16 0.00 0.00 46 22 17 8366.60 8366.72 17793 420 20 440 873 -115 758 716 42 21 0.17 0.23 46 21 18 8366.57 8366.71 17764 401 20 421 835 -29 806 700 106 53 0.14 0.29 38 25 19 8366.60 8366.73 17806 399 20 419 831 42 873 897 -24 -12 0.33 0.30 36 30 20 8366.61 8366.72 17798 401 20 421 835 -8 827 724 103 52 0.00 0.00 39 19 21 8366.63 8366.72 17808 382 20 402 797 10 807 785 22 11 0.19 0.22 39 20 22 8366.64 8366.74 17840 362 20 382 758 32 790 799 -9 -5 0.00 0.04 30 12 23 8366.62 8366.72 17803 363 20 383 760 -37 723 696 27 14 0.00 0.00 27 4 24 8366.64 8366.75 17853 363 20 383 760 50 810 742 68 34 0.10 0.09 23 -1 25 8366.60 8366.70 17767 363 20 383 760 -86 674 557 117 59 0.17 0.21 29 20 26 8366.58 8366.66 17702 359 20 379 752 -65 687 668 19 10 0.14 0.12 39 25 27 8366.62 8366.70 17777 253 20 273 541 75 616 730 -114 -57 0.07 0.06 0 0 28 8366.66 8366.70 17797 465 20 485 962 20 982 912 70 35 0.00 0.02 32 -20 29 8366.65 8366.69 17778 363 20 383 760 -19 741 720 21 11 0.05 0.03 19 -5 30 8366.54 8366.66 17682 386 20 406 805 -96 709 778 -69 -35 0.00 0.00 18 -23 31 8366.51 8366.63 17628 314 20 334 662 -54 608 547 61 31 0.00 0.02 19 -23 TOTAL CFS 12117 682 12799 342 30 7 TOTAL AF -257 24033.7 1361 25388 25388 -257 25131 24459 672 683 1.85 2.88 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 1 PICK SLOAN MISSOURI BASIN PROGRAM UNITED STATES BUREAU OF RECLAMATION WESTERN DIVISION WATER AND POWER SYSTEM AS OF 02/07/00 WATER AND POWER CONTROL DIVISION TIME: 07:34:12 LOVELAND, COLORADO JANUARY 2000 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) 486177 1 8272.36 485552 375 20 0 6.5 401 795 -625 170 86 45 0 0 41 16 0 2 8272.24 484719 495 20 0 6.5 521 1033 -833 200 101 45 0 0 56 70 0 3 8272.14 484025 449 20 0 6.5 475 942 -694 248 125 32 0 0 93 91 0 4 8272.03 483263 388 20 0 6.5 414 821 -762 59 30 20 0 0 10 34 0 5 8271.90 482362 449 20 0 6.5 475 942 -901 41 21 20 0 0 1 14 0 6 8271.79 481601 448 20 0 6.5 474 940 -761 179 90 20 0 0 70 61 0 7 8271.68 480840 409 20 0 6.5 435 863 -761 102 51 20 0 0 31 52 0 8 8271.59 480219 353 20 0 6.5 379 752 -621 131 66 20 0 0 46 59 0 9 8271.48 479459 468 20 0 6.5 494 980 -760 220 111 20 0 0 91 87 0 10 8271.45 479252 347 20 0 6.5 373 740 -207 533 269 20 0 0 249 306 0 11 8271.35 478562 398 20 0 6.5 424 841 -690 151 76 20 0 0 56 8 0 12 8271.22 477666 493 20 0 6.5 519 1029 -896 133 67 20 0 0 47 64 0 13 8271.10 476840 444 20 0 6.5 470 932 -826 106 53 20 0 0 33 34 0 14 8270.99 476083 393 20 0 6.5 419 831 -757 74 37 20 0 0 17 22 0 15 8270.86 475189 437 20 0 6.5 463 918 -894 24 12 20 0 0 -8 19 0 16 8270.76 474502 453 20 0 6.5 479 950 -687 263 133 20 0 0 113 129 0 17 8270.67 473884 361 20 0 6.5 387 768 -618 150 76 20 0 0 56 77 0 18 8270.60 473403 353 20 0 6.5 379 752 -481 271 137 20 0 0 117 170 0 19 8270.52 472855 452 20 0 6.5 478 948 -548 400 202 20 0 0 182 170 0 20 8270.42 472170 365 20 0 6.5 391 776 -685 91 46 20 0 0 26 78 0 21 8270.34 471622 396 20 0 6.5 422 837 -548 289 146 20 0 0 126 137 0 22 8270.24 470937 403 20 0 6.5 429 851 -685 166 84 20 0 0 64 59 0 23 8270.15 470321 351 20 0 6.5 377 748 -616 132 67 20 0 0 47 61 0 24 8270.05 469638 374 20 0 6.5 400 793 -683 110 55 20 0 0 35 69 0 25 8270.00 469296 281 20 0 6.5 307 609 -342 267 135 20 0 0 115 174 0 26 8269.92 468750 337 20 0 6.5 363 720 -546 174 88 20 0 0 68 78 0 27 8269.84 468204 368 20 0 6.5 394 781 -546 235 118 20 0 0 98 41 0 28 8269.72 467386 460 20 0 6.5 486 964 -818 146 74 20 0 0 54 89 0 29 8269.63 466772 363 20 0 6.5 389 772 -614 158 80 20 0 0 60 71 0 30 8269.53 466091 392 20 0 6.5 418 829 -681 148 75 20 0 0 55 20 0 31 8269.46 465615 276 20 0 6.5 302 599 -476 123 62 20 0 0 42 73 0 TOTAL CFS 12331 620 0 201.5 13137 2773 682 0 0 2091 2433 0 TOTAL AF -20562 24459 1240 0 399.7 26056 26056 -20562 5494 5494 1361 0 0 4144 4828 0 NOTE: USE FACTOR OF 1.98347 TO CONVERT CFS TO AF/DAY, 0.50417 TO CONVERT AF/DAY TO CFS FACTORS=2.066116 AND.483988 FOR 25 HR/DAY 1.900825 AND .526087 FOR 23 HR/DAY 1 PICK SLOAN MISSOURI BASIN PROGRAM UNITED STATES BUREAU OF RECLAMATION WESTERN DIVISION WATER AND POWER SYSTEM AS OF 02/07/00 WATER AND POWER CONTROL DIVISION TIME: 07:34:12 LOVELAND, COLORADO JANUARY 2000 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. 785 2467 1 38.47 70.36 867 2279 -106 765.6 386.0 0.00 860.8 434.0 20.0 25.0 0 0 0 0.00 40 24 2 36.98 70.89 807 2363 24 815.2 411.0 0.00 797.4 402.0 28.0 25.0 0 0 0 0.00 33 17 3 29.68 72.48 532 2624 -14 815.2 411.0 0.00 835.0 421.0 29.0 26.0 0 0 0 0.00 21 14 4 36.06 71.12 770 2400 14 815.2 411.0 0.00 787.4 397.0 19.0 26.0 0 0 0 0.00 37 16 5 30.59 72.53 564 2633 27 815.2 411.0 0.00 789.4 398.0 26.0 26.0 0 0 0 0.00 32 18 6 34.85 71.55 723 2470 -4 799.3 403.0 0.00 789.4 398.0 18.0 25.0 0 0 0 0.00 31 16 7 37.57 70.77 831 2344 -18 799.3 403.0 0.00 807.3 407.0 20.0 25.0 0 0 0 0.00 38 28 8 39.55 70.14 912 2245 -18 805.3 406.0 0.00 805.3 406.0 15.0 24.0 0 0 0 0.00 35 26 9 37.14 70.78 813 2346 2 819.2 413.0 0.00 823.1 415.0 28.0 25.0 0 0 0 0.00 29 23 10 35.24 71.30 738 2429 8 803.3 405.0 0.00 801.3 404.0 27.0 24.0 0 47 0 0.00 32 25 11 34.89 71.35 724 2437 -6 795.4 401.0 0.00 795.4 401.0 22.0 25.0 0 0 0 0.00 47 33 12 35.96 71.04 766 2387 -8 795.4 401.0 0.00 801.3 404.0 23.0 24.0 0 72 0 0.04 40 25 13 32.89 71.77 648 2506 1 797.4 402.0 0.00 807.3 407.0 30.0 25.0 0 0 0 0.00 45 15 14 35.84 71.06 761 2390 -3 813.2 410.0 0.00 819.2 413.0 26.0 25.0 0 0 0 0.00 56 29 15 34.95 71.58 727 2475 51 843.0 425.0 0.00 791.4 399.0 25.0 26.0 0 0 0 0.00 51 37 16 36.28 71.47 779 2457 34 841.0 424.0 0.00 803.3 405.0 27.0 29.0 0 0 0 0.00 54 40 17 38.18 71.31 856 2431 51 833.1 420.0 0.00 781.5 394.0 24.0 25.0 0 0 0 0.00 50 42 18 34.39 72.23 705 2582 0 795.4 401.0 0.00 805.3 406.0 30.0 25.0 0 0 0 0.12 44 33 19 32.15 72.80 621 2679 13 791.4 399.0 0.00 801.3 404.0 36.0 25.0 0 0 0 0.24 41 34 20 36.21 72.00 776 2544 20 795.4 401.0 0.00 773.6 390.0 25.0 26.0 0 0 0 0.00 48 34 21 38.59 71.52 872 2465 17 757.7 382.0 0.00 743.8 375.0 26.0 25.0 0 0 0 0.00 45 31 22 37.60 71.69 832 2493 -12 718.0 362.0 0.00 737.9 372.0 28.0 24.0 0 0 0 0.00 31 27 23 38.78 71.30 880 2429 -16 720.0 363.0 0.00 735.9 371.0 25.0 25.0 0 0 0 0.00 34 23 24 37.84 71.31 842 2431 -36 720.0 363.0 0.00 761.7 384.0 27.0 24.0 0 0 0 0.00 35 26 25 33.50 71.98 671 2541 -61 720.0 363.0 0.00 789.4 398.0 29.0 25.0 0 0 0 0.00 38 21 26 32.73 72.14 642 2567 -3 712.1 359.0 0.00 737.9 372.0 36.0 25.0 0 0 0 0.08 41 24 27 28.25 71.81 484 2513 -212 501.8 253.0 0.00 727.9 367.0 32.0 24.0 0 0 0 0.00 32 12 28 37.40 70.84 824 2355 182 922.3 465.0 0.00 745.8 376.0 26.0 24.0 0 0 0 0.00 26 6 29 38.67 70.57 876 2312 9 720.0 363.0 0.00 718.0 362.0 27.0 24.0 0 15 0 0.00 27 4 30 36.60 71.18 792 2410 14 765.6 386.0 0.00 753.7 380.0 25.0 24.0 0 12 0 0.00 35 10 31 35.21 70.71 737 2334 -131 622.8 314.0 0.00 755.7 381.0 25.0 24.0 0 95 0 0.00 43 10 TOTAL CFS 12117.0 12243.0 804.0 774.0 0 TOTAL AF -48 -133 -181 0.00 1595. 1535. 0 241 0 0.48 38 23 24033.7 24283.6 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 02/07/00 WATER AND POWER CONTROL DIVISION TIME: 07:34:12 LOVELAND, COLORADO JANUARY 2000 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) 1 386.0 0.0 0.0 9.0 406.0 805 434.0 25.0 459.0 910 -106 20.0 2 411.0 0.0 0.0 9.0 439.0 871 402.0 25.0 427.0 847 24 28.0 3 411.0 0.0 0.0 9.0 440.0 873 421.0 26.0 447.0 887 -14 29.0 4 411.0 0.0 0.0 9.0 430.0 853 397.0 26.0 423.0 839 14 19.0 5 411.0 0.0 0.0 9.0 437.0 867 398.0 26.0 424.0 841 27 26.0 6 403.0 0.0 0.0 9.0 421.0 835 398.0 25.0 423.0 839 -4 18.0 7 403.0 0.0 0.0 9.0 423.0 839 407.0 25.0 432.0 857 -18 20.0 8 406.0 0.0 0.0 9.0 421.0 835 406.0 24.0 430.0 853 -18 15.0 9 413.0 0.0 0.0 9.0 441.0 875 415.0 25.0 440.0 873 2 28.0 10 405.0 0.0 0.0 9.0 432.0 857 404.0 24.0 428.0 849 8 27.0 11 401.0 0.0 0.0 9.0 423.0 839 401.0 25.0 426.0 845 -6 22.0 12 401.0 0.0 0.0 9.0 424.0 841 404.0 24.0 428.0 849 -8 23.0 13 402.0 0.0 0.0 9.0 432.0 857 407.0 25.0 432.0 857 1 30.0 14 410.0 0.0 0.0 9.0 436.0 865 413.0 25.0 438.0 869 -3 26.0 15 425.0 0.0 0.0 9.0 450.0 893 399.0 26.0 425.0 843 51 25.0 16 424.0 0.0 0.0 9.0 451.0 895 405.0 29.0 434.0 861 34 27.0 17 420.0 0.0 0.0 9.0 444.0 881 394.0 25.0 419.0 831 51 24.0 18 401.0 0.0 0.0 9.0 431.0 855 406.0 25.0 431.0 855 0 30.0 19 399.0 0.0 0.0 9.0 435.0 863 404.0 25.0 429.0 851 13 36.0 20 401.0 0.0 0.0 9.0 426.0 845 390.0 26.0 416.0 825 20 25.0 21 382.0 0.0 0.0 9.0 408.0 809 375.0 25.0 400.0 793 17 26.0 22 362.0 0.0 0.0 9.0 390.0 774 372.0 24.0 396.0 785 -12 28.0 23 363.0 0.0 0.0 9.0 388.0 770 371.0 25.0 396.0 785 -16 25.0 24 363.0 0.0 0.0 9.0 390.0 774 384.0 24.0 408.0 809 -36 27.0 25 363.0 0.0 0.0 9.0 392.0 778 398.0 25.0 423.0 839 -61 29.0 26 359.0 0.0 0.0 9.0 395.0 783 372.0 25.0 397.0 787 -3 36.0 27 253.0 0.0 0.0 9.0 285.0 565 367.0 24.0 391.0 776 -212 32.0 28 465.0 0.0 0.0 9.0 491.0 974 376.0 24.0 400.0 793 182 26.0 29 363.0 0.0 0.0 9.0 390.0 774 362.0 24.0 386.0 766 9 27.0 30 386.0 0.0 0.0 9.0 411.0 815 380.0 24.0 404.0 801 14 25.0 31 314.0 0.0 0.0 9.0 339.0 672 381.0 24.0 405.0 803 -131 25.0 TOTAL CFS 12117.0 0.0 279.0 12921.0 12243.0 774.0 13017.0 804.0 AF 24033.7 0.0 0.0 553.4 25628.4 25632 24283.6 1535.2 25818.8 25818 -181 1594.7 NOTE: USE FACTOR OF 1.98347 TO CONVERT CFS TO AF/DAY, 0.50417 TO CONVERT AF/DAY TO CFS FACTORS=2.066116 AND.483988 FOR 25 HR/DAY; 1.900825 AND .526087 FOR 23 HR/DAY 1 EAST PORTAL ADAMS TUNNEL MINUS WIND RIVER 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 02/07/00 WATER AND POWER CONTROL DIVISION TIME: 07:34:12 LOVELAND, COLORADO JANUARY 2000 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 1909 432 72522 115509 1 77.8 1972 64.4 407 221.0 315.7 700.1 353.0 0.0 205.3 0.0 0.0 0.0 5722.47 73196 5408.10 115509 0 2 74.8 1708 70.3 645 220.0 316.4 695.3 350.5 0.0 205.8 0.0 0.0 68.2 5723.06 73782 5408.10 115509 0 3 75.3 1751 70.0 632 204.0 316.4 644.8 325.1 0.0 205.8 0.0 0.0 67.8 5723.05 73773 5408.10 115509 0 4 75.6 1776 69.0 588 214.0 317.4 674.1 339.9 0.0 206.3 0.0 0.0 66.6 5723.87 74590 5408.05 115423 0 5 75.4 1759 69.8 623 199.0 318.2 625.4 315.3 0.0 206.7 0.0 0.0 67.9 5724.45 75169 5407.99 115319 0 6 75.2 1742 69.8 623 217.0 319.0 680.2 342.9 0.0 207.2 0.0 0.0 67.4 5725.12 75841 5408.02 115371 0 7 77.4 1936 64.2 400 216.0 319.0 677.0 341.3 0.0 207.2 0.0 0.0 67.6 5725.12 0 5408.02 115371 0 8 76.6 1864 66.3 478 216.0 319.0 677.0 341.3 0.0 207.2 0.0 0.0 66.9 5725.12 0 5408.02 115371 0 9 75.9 1802 68.4 563 216.0 321.4 672.1 338.8 0.0 208.4 0.0 0.0 66.9 5726.95 77684 5408.02 115371 0 10 77.1 1909 65.8 459 216.0 322.2 670.4 338.0 0.0 208.8 0.0 0.0 66.0 5727.59 78332 5407.91 115180 0 11 76.4 1846 67.0 506 216.0 322.7 669.3 337.5 0.0 209.1 0.0 0.0 65.0 5727.97 78718 5408.00 115336 0 12 75.5 1768 69.2 597 211.0 323.5 652.2 328.8 0.0 209.5 0.0 0.0 66.7 5728.59 79348 5408.05 115423 0 13 76.6 1864 67.1 510 216.0 324.4 665.8 335.7 0.0 209.9 0.0 0.0 67.2 5729.27 80042 5407.91 115180 0 14 76.4 1846 68.2 555 213.0 324.4 656.6 331.0 0.0 209.9 0.0 0.0 67.6 5729.27 0 5408.02 115371 0 15 75.7 1785 69.6 614 216.0 324.4 665.8 335.7 0.0 209.9 0.0 0.0 66.1 5729.27 0 5407.99 115319 0 16 76.4 1846 68.3 559 216.0 326.8 661.0 333.2 0.0 211.1 0.0 0.0 68.8 5731.08 81897 5407.99 115319 0 17 77.6 1954 65.6 451 216.0 327.4 659.6 332.6 0.0 211.4 0.0 0.0 65.6 5731.57 82401 5407.94 115232 0 18 77.2 1918 67.2 514 207.0 328.4 630.4 317.8 0.0 211.8 0.0 0.0 67.6 5732.27 83124 5000.00 0 0 19 77.4 1936 67.6 530 213.0 329.1 647.2 326.3 0.0 212.1 0.0 0.0 66.1 5732.82 83693 5407.94 115232 0 20 78.7 2056 64.4 407 216.0 329.8 654.9 330.2 0.0 212.4 0.0 0.0 65.7 5733.35 84243 5407.94 115232 0 21 77.4 1936 66.8 498 208.0 329.8 630.6 317.9 0.0 212.4 0.0 0.0 66.9 5733.35 0 5407.91 115180 0 22 76.5 1855 67.9 542 214.0 329.8 648.8 327.1 0.0 212.4 0.0 0.0 66.2 5733.35 0 5407.91 115180 0 23 75.6 1776 68.6 572 214.0 331.9 644.7 325.0 0.0 213.3 0.0 0.0 68.3 5734.91 85867 5407.91 115180 0 24 75.8 1794 68.0 546 210.0 332.9 630.9 318.1 0.0 213.7 0.0 0.0 67.6 5735.61 86600 5407.88 115129 0 25 75.4 1759 69.3 601 217.0 333.4 650.9 328.1 0.0 213.9 0.0 0.0 68.6 5735.99 86998 5407.88 115129 0 26 76.5 1855 66.2 474 216.0 334.3 646.1 325.8 0.0 214.2 0.0 0.0 67.5 5736.64 87681 5407.91 115180 0 27 74.6 1691 69.4 606 216.0 335.1 644.6 325.0 0.0 214.6 0.0 0.0 67.7 5737.24 88313 5407.88 115129 0 28 76.5 1855 64.8 421 204.0 335.1 608.8 306.9 0.0 214.6 0.0 0.0 65.8 5737.24 0 5407.80 114990 0 29 74.1 1650 69.1 593 212.0 335.1 632.6 318.9 0.0 214.6 0.0 0.0 65.3 5737.24 0 5407.80 114990 0 30 74.2 1658 68.8 580 212.0 337.3 628.5 316.9 0.0 215.4 0.0 0.0 66.2 5738.82 89985 5407.85 115077 0 31 74.2 1658 68.6 572 213.0 338.0 630.1 317.7 0.0 215.7 0.0 0.0 67.8 5739.35 90548 5407.80 114990 0 TOTAL CFS 10222.4 TOTAL AF -251 140 6615.0 20275.920275.9 0.0 0.0 0.0 18026 -519 0 NOTE: USE FACTOR OF 1.98347 TO CONVERT CFS TO AF/DAY, 0.50417 TO CONVERT AF/DAY TO CFS FACTORS=2.066116 AND.483988 FOR 25 HR/DAY 1.900825 AND .526087 FOR 23 HR/DAY 1 PICK SLOAN MISSOURI BASIN PROGRAM UNITED STATES BUREAU OF RECLAMATION WESTERN DIVISION WATER AND POWER SYSTEM AS OF 02/07/00 WATER AND POWER CONTROL DIVISION TIME: 07:34:12 LOVELAND, COLORADO JANUARY 2000 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 0.00 0.00 44.00 2 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 44.00 3 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 44.00 4 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 44.00 5 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 41.00 6 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 42.00 7 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 42.00 8 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 42.00 9 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 42.00 10 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 42.00 11 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 42.00 12 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 42.00 13 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 42.00 14 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 43.30 15 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 44.00 16 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 44.00 17 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 44.00 18 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 44.00 19 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 44.00 20 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 44.00 21 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 44.00 22 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 44.00 23 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 44.00 24 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 44.00 25 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 44.00 26 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 44.00 27 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 44.00 28 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 44.00 29 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 44.00 30 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 44.00 31 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 44.00 TOTAL CFS 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1344.30 TOTAL AF 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 2666.38 ADJUSTMENT AF 22.10 TOTAL FLOW OR DELIVERY AF 2644.28 METERED DELIVERY AF 423.70 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 02/07/00 WATER AND POWER CONTROL DIVISION TIME: 07:34:12 LOVELAND, COLORADO JANUARY 2000 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) 6670.50 1 0.00 0.00 0.00 7.00 0.00 0.00 7.00 6684.50 2 0.00 0.00 0.00 7.00 0.00 0.00 7.00 6698.50 3 0.00 0.00 0.00 7.00 0.00 0.00 7.00 6712.50 4 0.00 0.00 0.00 7.00 0.00 0.00 7.00 6726.50 5 0.00 0.00 0.00 7.00 0.00 0.00 7.00 6740.50 6 0.00 0.00 0.00 7.00 0.00 0.00 7.00 6754.50 7 0.00 0.00 0.00 7.00 0.00 0.00 7.00 6768.50 8 0.00 0.00 0.00 7.00 0.00 0.00 7.00 6782.50 9 0.00 0.00 0.00 7.00 0.00 0.00 7.00 6796.50 10 0.00 0.00 0.00 7.00 0.00 0.00 7.00 6810.50 11 0.00 0.00 0.00 7.00 0.00 0.00 7.00 6824.50 12 0.00 0.00 0.00 7.00 0.00 0.00 7.00 6838.50 13 0.00 0.00 0.00 7.00 0.00 0.00 7.00 6852.50 14 0.00 0.00 0.00 5.70 0.00 0.00 5.70 6863.90 15 0.00 0.00 0.00 5.00 0.00 0.00 5.00 6873.90 16 0.00 0.00 0.00 5.00 0.00 0.00 5.00 6883.90 17 0.00 0.00 0.00 5.00 0.00 0.00 5.00 6893.90 18 0.00 0.00 0.00 5.00 0.00 0.00 5.00 6903.90 19 0.00 0.00 0.00 5.00 0.00 0.00 5.00 6913.90 20 0.00 0.00 0.00 5.00 0.00 0.00 5.00 6923.90 21 0.00 0.00 0.00 5.00 0.00 0.00 5.00 6933.90 22 0.00 0.00 0.00 5.00 0.00 0.00 5.00 6943.90 23 0.00 0.00 0.00 5.00 0.00 0.00 5.00 6953.90 24 0.00 0.00 0.00 5.00 0.00 0.00 5.00 6963.90 25 0.00 0.00 0.00 5.00 0.00 0.00 5.00 6973.90 26 0.00 0.00 0.00 5.00 0.00 0.00 5.00 6983.90 27 0.00 0.00 0.00 5.00 0.00 0.00 5.00 6993.90 28 0.00 0.00 0.00 5.00 0.00 0.00 5.00 7003.90 29 0.00 0.00 0.00 5.00 0.00 0.00 5.00 7013.90 30 0.00 0.00 0.00 5.00 0.00 0.00 5.00 7023.90 31 0.00 0.00 0.00 5.00 0.00 0.00 5.00 7033.90 TOTAL CFS 0.00 0.00 0.00 181.70 0.00 0.00 181.70 TOTAL AF 0.00 0.00 0.00 363.40 0.00 0.00 363.40 7033.90 METERED DELIVERY AF 2.40 1226.10 22.10 0.00 2191.00 3441.60 10475.50 TOTAL FLOW OR DELIVERY AF * 2.40 1226.10 0.00 385.50 0.00 2191.00 3805.00 10475.50 NON-CHARGE DELIVERY AF 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 METERED DELIVERY AF 1 CBT PROJECT JANUARY 2000 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 0.03 0.00 0. 0. 0.02 0.03 0. 0. 0.00 0.00 0.00 0. 0.00 0. 2 0.02 0.00 0. 0. 0.02 0.04 0. 0. 0.00 0.00 0.00 0. 0.00 0. 3 0.00 0.19 0. 0. 0.02 0.03 0. 0. 0.00 0.06 0.04 0. 0.00 0. 4 0.04 0.01 0. 0. 0.00 0.02 0. 0. 0.00 0.00 0.00 0. 0.00 0. 5 0.01 0.05 0. 0. 0.00 0.03 0. 0. 0.00 0.00 0.00 0. 0.00 0. 6 0.00 0.00 0. 0. 0.00 0.01 0. 0. 0.00 0.00 0.00 0. 0.00 0. 7 0.00 0.00 0. 0. 0.00 0.00 0. 0. 0.00 0.00 0.00 0. 0.00 0. 8 0.00 0.00 0. 0. 0.00 0.00 0. 0. 0.00 0.00 0.00 0. 0.00 0. 9 0.06 0.04 0. 0. 0.01 0.01 0. 0. 0.00 0.00 0.00 0. 0.00 0. 10 0.00 0.00 0. 0. 0.40 0.79 0. 0. 0.00 0.00 0.00 0. 0.00 0. 11 0.00 0.00 0. 0. 0.00 0.24 0. 0. 0.00 0.00 0.00 0. 0.00 0. 12 0.03 0.00 0. 0. 0.02 0.05 0. 0. 0.04 0.00 0.00 0. 0.00 0. 13 0.00 0.00 0. 0. 0.00 0.00 0. 0. 0.00 0.00 0.00 0. 0.00 0. 14 0.00 0.00 0. 0. 0.00 0.00 0. 0. 0.00 0.00 0.00 0. 0.00 0. 15 0.00 0.00 0. 0. 0.00 0.00 0. 0. 0.00 0.00 0.00 0. 0.00 0. 16 0.00 0.00 0. 0. 0.00 0.00 0. 0. 0.00 0.00 0.00 0. 0.00 0. 17 0.00 0.00 0. 0. 0.17 0.23 0. 0. 0.00 0.00 0.00 0. 0.00 0. 18 0.09 0.00 0. 0. 0.14 0.29 0. 0. 0.12 0.00 0.05 0. 0.00 0. 19 0.05 0.00 0. 0. 0.33 0.30 0. 0. 0.24 0.00 0.00 0. 0.00 0. 20 0.00 0.00 0. 0. 0.00 0.00 0. 0. 0.00 0.00 0.00 0. 0.00 0. 21 0.19 0.00 0. 0. 0.19 0.22 0. 0. 0.00 0.11 0.00 0. 0.01 0. 22 0.22 0.00 0. 0. 0.00 0.04 0. 0. 0.00 0.00 0.00 0. 0.00 0. 23 0.03 0.10 0. 0. 0.00 0.00 0. 0. 0.00 0.00 0.00 0. 0.00 0. 24 0.12 0.00 0. 0. 0.10 0.09 0. 0. 0.00 0.00 0.00 0. 0.00 0. 25 0.25 0.03 0. 0. 0.17 0.21 0. 0. 0.00 0.00 0.00 0. 0.00 0. 26 0.32 0.04 0. 0. 0.14 0.12 0. 0. 0.08 0.00 0.00 0. 0.00 0. 27 0.00 0.00 0. 0. 0.07 0.06 0. 0. 0.00 0.00 0.15 0. 0.08 0. 28 0.02 0.00 0. 0. 0.00 0.02 0. 0. 0.00 0.15 0.00 0. 0.00 0. 29 0.00 0.00 0. 0. 0.05 0.03 0. 0. 0.00 0.00 0.00 0. 0.00 0. 30 0.00 0.10 0. 0. 0.00 0.00 0. 0. 0.00 0.00 0.00 0. 0.00 0. 31 0.00 0.00 0. 0. 0.00 0.02 0. 0. 0.00 0.00 0.00 0. 0.00 0. TOTALS 1.48 0.56 0. 0. 1.85 2.88 0. 0. 0.48 0.32 0.24 0. 0.09 0. 1 UPPER COLORADO RIVER DAILY DATA COLLECTION FOR JANUARY 2000 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 16 26 28 1 0.02 14 7 196 309 0 0 0.00 2 70 26 27 11 0.02 16 8 176 304 0 0 0.00 3 91 26 25 2 0.02 17 7 141 305 21 -6 0.19 4 34 26 24 -6 0.00 17 7 178 305 33 17 0.01 5 14 26 23 14 0.00 15 7 155 304 24 -8 0.05 6 61 26 21 -11 0.00 15 7 191 303 20 -14 0.00 7 52 26 20 -17 0.00 15 8 148 304 14 0 0.00 8 59 26 25 6 0.00 17 7 192 303 27 16 0.00 9 87 26 21 14 0.01 18 7 142 304 34 21 0.04 10 306 26 25 16 0.40 16 7 196 306 37 19 0.00 11 8 26 38 22 0.00 17 7 162 303 46 22 0.00 12 64 26 39 23 0.02 16 8 192 302 47 8 0.00 13 34 26 40 8 0.00 16 7 139 300 42 15 0.00 14 22 26 41 -1 0.00 16 7 189 298 48 16 0.00 15 19 26 43 6 0.00 17 7 138 298 47 27 0.00 16 129 26 46 22 0.00 18 7 196 298 48 25 0.00 17 77 26 46 21 0.17 17 8 153 299 53 19 0.00 18 170 26 38 25 0.14 24 7 197 299 43 18 0.00 19 170 26 36 30 0.33 20 7 227 299 42 18 0.00 20 78 26 39 19 0.00 20 7 175 298 30 25 0.00 21 137 26 39 20 0.19 18 7 176 299 25 14 0.00 22 59 26 30 12 0.00 18 8 191 299 32 15 0.00 23 61 26 27 4 0.00 16 7 141 299 42 -2 0.10 24 69 26 23 -1 0.10 15 7 189 297 37 8 0.00 25 174 26 29 20 0.17 20 7 138 295 35 12 0.03 26 78 26 39 25 0.14 18 7 245 295 39 16 0.04 27 41 26 0 0 0.07 19 8 138 295 19 -10 0.00 28 89 26 32 -20 0.00 13 7 188 295 18 -7 0.00 29 71 26 19 -5 0.05 15 7 159 295 20 -5 0.00 30 20 26 18 -23 0.00 17 7 138 295 19 -15 0.10 31 73 26 19 -23 0.00 15 7 142 297 24 -8 0.00