Sender: kbricker@ibr6gw80.gp.usbr.gov Received: from gpnetmgr.gp.usbr.gov (gpnetmgr.gp.usbr.gov [140.219.17.247]) by arl-img-6.compuserve.com (8.6.10/5.950515) id LAA21807; Wed, 6 Mar 1996 11:55:10 -0500 Received: from ibr6gw80.gp.usbr.gov by gpnetmgr.gp.usbr.gov (4.1/SMI-4.1) id AA07585; Wed, 6 Mar 96 09:55:28 MST Errors-To: postmaster@gp.usbr.gov Received: from ibr6dm80-Message_Server by ibr6gw80.gp.usbr.gov with Novell_GroupWise; Wed, 06 Mar 1996 09:55:27 -0700 Message-Id: X-Mailer: Novell GroupWise 4.1 Date: Wed, 06 Mar 1996 09:53:26 -0700 From: Kathy Bricker To: 75667.1326@COMPUSERVE.COM Subject: FEB DATA SEE ATTACHED ------------------- SPLOG.FEB follows -------------------- 1 PICK SLOAN MISSOURI BASIN PROGRAM UNITED STATES BUREAU OF RECLAMATION WESTERN DIVISION WATER AND POWER SYSTEM AS OF 03/06/96 WATER AND POWER CONTROL DIVISION TIME: 06:55:46 LOVELAND, COLORADO FEBRUARY 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) 243075 1 9013.54 243044 110 0 110 12 244 -31 213 107 0 107 0.00 27 -15 0 80 2 9013.54 243044 110 0 110 12 244 0 244 122 0 122 0.00 18 -17 0 50 3 9013.52 242982 110 0 110 12 244 -62 182 91 0 91 0.00 14 -17 0 80 4 9013.51 242951 110 0 110 11 242 -31 211 106 0 106 0.11 42 -7 0 39 5 9013.50 242920 110 0 110 11 242 -31 211 106 0 106 0.00 47 14 0 96 6 9013.48 242858 110 0 110 11 242 -62 180 90 0 90 0.00 39 14 0 19 7 9013.48 242858 105 4 109 11 240 0 240 120 0 120 0.00 44 18 0 77 8 9013.47 242827 110 0 110 11 242 -31 211 106 0 106 0.00 46 10 0 89 9 9013.45 242765 110 0 110 11 242 -62 180 90 0 90 0.00 48 14 0 46 10 9013.43 242703 110 0 110 11 242 -62 180 90 0 90 0.00 42 -4 0 93 11 9013.41 242641 110 0 110 11 242 -62 180 90 0 90 0.00 38 -1 0 44 12 9013.39 242579 105 3 108 11 238 -62 176 88 0 88 0.00 44 -3 0 66 13 9013.38 242548 110 0 110 19 258 -31 227 114 0 114 0.00 47 2 0 11 14 9013.36 242486 110 0 110 7 234 -62 172 86 0 86 0.00 43 11 0 104 15 9013.36 242486 110 0 110 6 232 0 232 116 0 116 0.00 38 4 0 51 16 9013.33 242393 110 0 110 6 232 -93 139 70 0 70 0.00 47 7 0 42 17 9013.35 242455 110 0 110 6 232 62 294 147 0 147 0.42 47 10 0 47 18 9013.35 242455 110 0 110 6 232 0 232 116 0 116 0.07 35 19 0 87 19 9013.36 242486 110 0 110 6 232 31 263 132 0 132 0.25 40 21 0 70 20 9013.44 242734 110 0 110 6 232 248 480 240 0 240 0.88 39 25 0 153 21 9013.45 242765 110 0 110 6 232 31 263 132 0 132 0.05 39 29 0 90 22 9013.46 242796 110 0 110 5 230 31 261 131 0 131 0.09 39 7 0 111 23 9013.45 242765 110 0 110 5 230 -31 199 100 0 100 0.00 33 13 0 14 24 9013.44 242734 110 0 110 5 230 -31 199 100 0 100 0.00 44 2 0 125 25 9013.42 242672 110 0 110 5 230 -62 168 84 0 84 0.03 42 7 0 51 26 9013.42 242672 110 0 110 5 230 0 230 115 0 115 0.09 28 4 0 106 27 9013.39 242579 110 0 110 5 230 -93 137 69 0 69 0.00 18 -17 0 36 28 9013.37 242517 104 12 116 5 242 -62 180 90 0 90 0.01 30 -12 0 68 29 9013.36 242486 100 31 131 5 272 -31 241 121 0 121 0.00 27 2 0 47 TOTAL CFS 3164 50 3214 243 3169 0 3169 1992 TOTAL AF -589 6328 100 6428 486 6914 -589 6325 6325 0 6338 2.00 37 5 0 3984 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 03/06/96 WATER AND POWER CONTROL DIVISION TIME: 06:55:46 LOVELAND, COLORADO FEBRUARY 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) 110438 1 7927.15 109944 439 0 439 871 -494 377 190 -4 0 186 0.00 22 -25 1161 2 7926.83 109402 433 0 433 859 -542 317 160 12 0 172 0.00 3 -15 1058 3 7926.54 108914 436 0 436 865 -488 377 190 -19 0 171 0.00 23 -21 949 4 7926.20 108342 437 0 437 867 -572 295 149 -5 0 144 0.09 22 -4 924 5 7925.93 107889 434 0 434 861 -453 408 206 -5 0 201 0.00 42 14 1103 6 7925.56 107274 439 0 439 871 -615 256 129 -20 0 109 0.00 46 14 1288 7 7925.25 106759 445 0 445 883 -515 368 186 11 0 197 0.00 44 15 1231 8 7924.95 106262 449 0 449 891 -497 394 199 -5 0 194 0.00 50 6 1205 9 7924.59 105672 453 0 453 899 -590 309 156 -20 0 136 0.00 36 12 1223 10 7924.29 105180 451 0 451 895 -492 403 203 -20 0 183 0.00 42 -5 1238 11 7923.93 104591 451 0 451 895 -589 306 154 -20 0 134 0.00 20 -13 1169 12 7923.59 104040 452 0 452 897 -551 346 174 -20 0 154 0.00 23 -11 1100 13 7923.19 103393 447 0 447 887 -647 240 121 4 0 125 0.00 26 -6 1052 14 7922.90 102925 450 0 450 893 -468 425 214 -24 0 190 0.00 34 0 1095 15 7922.54 102350 451 0 451 895 -575 320 161 6 0 167 0.00 30 9 1165 16 7922.17 101759 450 0 450 893 -591 302 152 -41 0 111 0.00 40 1 1157 17 7921.80 101173 452 0 452 897 -586 311 157 37 0 194 0.00 30 1 1163 18 7921.48 100668 451 0 451 895 -505 390 197 6 0 203 0.00 41 22 1202 19 7921.14 100132 450 0 450 893 -536 357 180 22 0 202 0.37 42 26 1207 20 7920.90 99755 453 0 453 899 -377 522 263 130 0 393 1.29 44 28 1230 21 7920.58 99257 451 0 451 895 -498 397 200 22 0 222 0.35 40 30 1326 22 7920.29 98806 448 0 448 889 -451 438 221 21 0 242 0.00 41 9 1436 23 7919.87 98154 452 0 452 897 -652 245 124 -11 0 113 0.00 31 -2 1362 24 7919.58 97708 460 0 460 912 -446 466 235 -11 0 224 0.00 32 5 1232 25 7919.19 97109 463 0 463 918 -599 319 161 -26 0 135 0.00 32 13 1226 26 7918.87 96620 463 0 463 918 -489 429 216 5 0 221 0.16 31 8 1216 27 7918.46 95997 460 0 460 912 -623 289 146 -42 0 104 0.00 23 -3 1176 28 7918.09 95436 467 0 467 926 -561 365 184 -26 0 158 0.00 20 -10 1149 29 7917.68 94819 489 0 489 970 -617 353 178 -11 0 167 0.00 20 7 1120 TOTAL CFS 13076 0 13076 5206 -54 0 5152 34163 TOTAL AF -15619 25943 0 25943 25943 -15619 10324 10325 -109 0 10219 2.26 32 4 67765 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 03/06/96 WATER AND POWER CONTROL DIVISION TIME: 06:55:46 LOVELAND, COLORADO FEBRUARY 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) 8534 1 8122.70 8547 7 0 0 0 0 0 7 14 13 27 14 2 8122.75 8559 7 0 0 0 0 0 7 14 12 26 13 3 8122.79 8569 7 0 0 0 0 0 7 14 10 24 12 4 8122.84 8582 7 0 0 1 0 0 8 16 13 29 15 5 8122.89 8595 7 0 0 0 0 0 7 14 13 27 14 6 8122.96 8612 7 0 0 0 0 0 7 14 17 31 16 7 8123.00 8622 7 0 0 0 0 0 7 14 10 24 12 8 8123.05 8635 7 0 0 0 0 0 7 14 13 27 14 9 8123.09 8645 7 0 0 1 0 0 8 16 10 26 13 10 8123.14 8658 7 0 0 0 0 0 7 14 13 27 14 11 8123.18 8668 7 0 0 0 0 0 7 14 10 24 12 12 8123.22 8678 7 0 0 0 0 0 7 14 10 24 12 13 8123.26 8688 7 0 0 0 0 0 7 14 10 24 12 14 8123.30 8698 7 0 0 1 0 0 8 16 10 26 13 15 8123.35 8711 7 0 0 0 0 0 7 14 13 27 14 16 8123.41 8726 7 0 0 0 0 0 7 14 15 29 15 17 8123.46 8739 7 0 0 0 0 0 7 14 13 27 14 18 8123.52 8754 7 0 0 0 0 0 7 14 15 29 15 19 8123.58 8769 7 0 0 1 0 0 8 16 15 31 16 20 8123.67 8792 7 0 0 0 0 0 7 14 23 37 19 21 8123.80 8826 7 0 0 0 0 0 7 14 34 48 24 22 8123.85 8839 7 0 0 0 0 0 7 14 13 27 14 23 8123.89 8849 7 0 0 0 0 0 7 14 10 24 12 24 8123.93 8859 7 0 0 1 0 0 8 16 10 26 13 25 8123.98 8872 7 0 0 0 0 0 7 14 13 27 14 26 8124.04 8888 7 0 0 0 0 0 7 14 16 30 15 27 8124.09 8901 7 0 0 0 0 0 7 14 13 27 14 28 8124.13 8911 7 0 0 0 0 0 7 14 10 24 12 29 8124.19 8927 7 0 0 1 0 0 8 16 16 32 16 TOTAL CFS 203 0 0 6 0 0 209 413 TOTAL AF 393 406 0 0 12 0 0 418 418 393 811 811 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 03/06/96 WATER AND POWER CONTROL DIVISION TIME: 06:55:46 LOVELAND, COLORADO FEBRUARY 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 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 03/06/96 WATER AND POWER CONTROL DIVISION TIME: 06:55:46 LOVELAND, COLORADO FEBRUARY 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 17808 1 8366.60 8366.72 17793 329 20 349 692 -15 677 692 -15 -8 0.00 0.04 22 8 2 8366.64 8366.75 17853 334 20 354 702 60 762 781 -19 -10 0.00 0.00 13 -32 3 8366.66 8366.75 17863 335 20 355 704 10 714 742 -28 -14 0.00 0.00 15 -29 4 8366.67 8366.75 17868 206 20 226 448 5 453 428 25 13 0.00 0.00 19 -31 5 8366.65 8366.72 17818 198 20 218 432 -50 382 319 63 32 0.00 0.17 35 16 6 8366.65 8366.75 17858 202 20 222 440 40 480 436 44 22 0.05 0.00 36 12 7 8366.63 8366.72 17808 216 20 236 468 -50 418 426 -8 -4 0.01 0.00 37 17 8 8366.64 8366.73 17826 211 20 231 458 18 476 436 40 20 0.03 0.00 43 26 9 8366.64 8366.74 17840 205 20 225 446 14 460 436 24 12 0.00 0.00 42 1 10 8366.61 8366.72 17798 210 20 230 456 -42 414 426 -12 -6 0.00 0.00 39 5 11 8366.65 8366.75 17858 233 20 253 502 60 562 532 30 15 0.00 0.00 34 -13 12 8366.64 8366.74 17840 202 20 222 440 -18 422 407 15 8 0.00 0.00 28 -15 13 8366.64 8366.74 17840 203 20 223 442 0 442 442 0 0 0.00 0.00 30 -9 14 8366.65 8366.74 17845 203 20 223 442 5 447 417 30 15 0.00 0.00 40 -3 15 8366.65 8366.75 17858 202 20 222 440 13 453 434 19 10 0.00 0.00 40 6 16 8366.65 8366.75 17858 203 20 223 442 0 442 434 8 4 0.00 0.00 40 -5 17 8366.65 8366.73 17831 203 20 223 442 -27 415 403 12 6 0.00 0.00 40 -3 18 8366.64 8366.71 17800 217 20 237 470 -31 439 395 44 22 0.25 0.16 40 25 19 8366.66 8366.76 17876 202 20 222 440 76 516 464 52 26 0.05 0.02 38 16 20 8366.66 8366.75 17863 202 20 222 440 -13 427 311 116 58 0.25 0.45 37 24 21 8366.64 8366.71 17800 202 20 222 440 -63 377 262 115 58 0.71 0.70 35 27 22 8366.65 8366.74 17845 201 20 221 438 45 483 458 25 13 0.29 0.24 40 26 23 8366.64 8366.72 17813 202 20 222 440 -32 408 363 45 23 0.00 0.03 28 8 24 8366.63 8366.72 17808 201 20 221 438 -5 433 405 28 14 0.00 0.00 37 -15 25 8366.65 8366.75 17858 208 20 228 452 50 502 492 10 5 0.00 0.00 41 -10 26 8366.63 8366.72 17808 211 20 231 458 -50 408 363 45 23 0.09 0.10 39 0 27 8366.65 8366.75 17858 211 20 231 458 50 508 500 8 4 0.08 0.06 19 5 28 8366.63 8366.70 17782 190 20 210 417 -76 341 294 47 24 0.00 0.01 18 -20 29 8366.64 8366.72 17813 108 20 128 254 31 285 264 21 11 0.00 0.00 20 -16 TOTAL CFS 6250 580 6830 396 33 1 TOTAL AF 5 12396.7 1160 13541 13541 5 13546 12762 784 793 1.81 1.98 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 03/06/96 WATER AND POWER CONTROL DIVISION TIME: 06:55:46 LOVELAND, COLORADO FEBRUARY 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) 487847 1 8272.61 487290 349 20 0 9.0 378 750 -557 193 97 20 0 0 77 69 0 2 8272.50 486525 394 20 0 9.0 423 839 -765 74 37 20 0 0 17 7 0 3 8272.40 485830 374 20 0 9.0 403 799 -695 104 52 20 0 0 32 18 0 4 8272.35 485483 216 20 0 9.0 245 486 -347 139 70 20 0 0 50 63 0 5 8272.32 485274 161 20 0 9.0 190 377 -209 168 85 20 0 0 65 97 0 6 8272.26 484858 220 20 0 9.0 249 494 -416 78 39 20 0 0 19 41 0 7 8272.21 484511 215 20 0 9.0 244 484 -347 137 69 20 0 0 49 45 0 8 8272.15 484095 220 20 0 9.0 249 494 -416 78 39 20 0 0 19 39 0 9 8272.10 483748 220 20 0 9.0 249 494 -347 147 74 20 0 0 54 66 0 10 8272.04 483332 215 20 0 9.0 244 484 -416 68 34 20 0 0 14 8 0 11 8271.97 482847 268 20 0 9.0 297 589 -485 104 52 20 0 0 32 47 0 12 8271.93 482570 205 20 0 9.0 234 464 -277 187 94 20 0 0 74 82 0 13 8271.87 482155 223 20 0 9.0 252 500 -415 85 43 20 0 0 23 23 0 14 8271.81 481739 210 20 0 9.0 239 474 -416 58 29 20 0 0 9 24 0 15 8271.75 481324 219 20 0 9.0 248 492 -415 77 39 20 0 0 19 29 0 16 8271.70 480979 219 20 0 9.0 248 492 -345 147 74 20 0 0 54 58 0 17 8271.65 480633 203 20 0 9.0 232 460 -346 114 57 20 0 0 37 43 0 18 8271.63 480495 199 20 0 9.0 228 452 -138 314 158 20 0 0 138 160 0 19 8271.58 480149 234 20 0 9.0 263 522 -346 176 89 20 0 0 69 95 0 20 8271.57 480080 157 20 0 9.0 186 369 -69 300 151 20 0 0 131 189 0 21 8271.60 480288 132 20 0 9.0 161 319 208 527 266 20 0 0 246 304 0 22 8271.58 480149 231 20 0 9.0 260 516 -139 377 190 20 0 0 170 183 0 23 8271.53 479804 183 20 0 9.0 212 420 -345 75 38 20 0 0 18 41 0 24 8271.47 479390 204 20 0 9.0 233 462 -414 48 24 20 0 0 4 18 0 25 8271.42 479045 248 20 0 9.0 277 549 -345 204 103 20 0 0 83 88 0 26 8271.38 478769 183 20 0 9.0 212 420 -276 144 73 20 0 0 53 76 0 27 8271.32 478355 252 20 0 9.0 281 557 -414 143 72 20 0 0 52 56 0 28 8271.29 478148 148 20 0 9.0 177 351 -207 144 73 20 0 0 53 77 0 29 8271.26 477942 133 20 0 9.0 162 321 -206 115 58 20 0 0 38 49 0 TOTAL CFS 6435 580 0 261.0 7276 2279 580 0 0 1699 2095 0 TOTAL AF -9905 12762 1160 0 517.7 14430 14430 -9905 4525 4525 1160 0 0 3371 4156 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 03/06/96 WATER AND POWER CONTROL DIVISION TIME: 06:55:46 LOVELAND, COLORADO FEBRUARY 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. 754 2549 1 34.91 72.35 725 2602 24 652.6 329.0 0.00 674.4 340.0 44.0 21.0 24 0 0 0.00 19 -18 2 35.51 72.16 748 2571 -8 662.5 334.0 0.00 712.1 359.0 41.0 20.0 20 0 0 0.00 16 -21 3 36.69 72.12 795 2564 40 664.5 335.0 0.00 674.4 340.0 46.0 21.0 25 0 0 0.00 23 -19 4 35.99 72.20 767 2577 -15 408.6 206.0 0.00 428.4 216.0 23.0 21.0 5 0 0 0.00 41 21 5 31.71 73.00 605 2713 -26 392.7 198.0 0.00 438.3 221.0 28.0 18.0 10 0 0 0.00 46 33 6 32.65 72.63 639 2650 -29 400.7 202.0 0.00 430.4 217.0 18.0 18.0 -1 0 0 0.00 48 36 7 34.88 72.07 724 2556 -9 428.4 216.0 0.00 442.3 223.0 21.0 19.0 1 0 0 0.00 48 39 8 34.94 72.04 726 2551 -3 418.5 211.0 0.00 432.4 218.0 25.0 20.0 4 0 0 0.00 52 40 9 38.32 71.11 861 2398 -18 406.6 205.0 0.00 418.5 211.0 18.0 21.0 -3 0 0 0.00 56 41 10 34.98 71.98 728 2541 10 416.5 210.0 0.00 426.4 215.0 31.0 21.0 11 0 0 0.00 45 15 11 35.59 71.99 752 2542 25 462.1 233.0 0.00 452.2 228.0 27.0 20.0 5 0 0 0.00 49 8 12 35.65 71.99 754 2542 2 400.7 202.0 0.00 400.7 202.0 23.0 22.0 3 0 0 0.00 57 9 13 35.58 71.88 751 2524 -21 402.6 203.0 0.00 442.3 223.0 29.0 20.0 9 0 0 0.00 53 41 14 32.28 72.63 625 2650 0 402.6 203.0 0.00 418.5 211.0 28.0 20.0 9 0 0 0.00 24 0 15 35.80 71.84 760 2518 3 400.7 202.0 0.00 408.6 206.0 24.0 19.0 1 0 0 0.00 45 16 16 33.51 72.43 671 2616 9 402.6 203.0 0.00 410.6 207.0 31.0 23.0 11 0 0 0.00 53 19 17 36.12 71.83 773 2516 2 402.6 203.0 0.00 416.5 210.0 28.0 20.0 8 0 0 0.00 53 40 18 35.55 72.09 750 2559 20 430.4 217.0 0.00 434.4 219.0 32.0 20.0 13 0 0 0.00 45 32 19 35.32 72.01 741 2546 -22 400.7 202.0 0.00 434.4 219.0 25.0 19.0 6 0 0 0.00 43 31 20 35.43 72.06 745 2554 12 400.7 202.0 0.00 410.6 207.0 30.0 19.0 10 0 0 0.30 40 31 21 34.83 72.23 722 2582 5 400.7 202.0 0.00 416.5 210.0 30.0 20.0 10 0 0 0.18 42 33 22 33.60 72.52 675 2631 2 398.7 201.0 0.00 420.5 212.0 32.0 20.0 12 0 0 0.17 44 22 23 34.99 72.11 728 2562 -16 400.7 202.0 0.00 420.5 212.0 22.0 20.0 0 0 0 0.00 33 18 24 33.02 72.56 653 2638 1 398.7 201.0 0.00 416.5 210.0 31.0 22.0 10 0 0 0.00 47 29 25 33.51 72.50 671 2628 8 412.6 208.0 0.00 426.4 215.0 32.0 21.0 11 0 0 0.00 48 18 26 35.10 72.11 732 2562 -5 418.5 211.0 0.00 430.4 217.0 24.0 21.0 4 0 0 0.18 26 6 27 34.74 72.34 718 2601 25 418.5 211.0 0.00 410.6 207.0 28.0 20.0 8 0 0 0.03 24 2 28 36.59 71.84 791 2518 -10 376.9 190.0 0.00 396.7 200.0 25.0 20.0 4 0 0 0.01 18 -4 29 34.22 72.46 698 2621 10 214.2 108.0 0.00 200.3 101.0 19.0 21.0 -3 0 0 0.00 27 -1 TOTAL CFS 6250.0 6476.0 815.0 587.0 227 TOTAL AF -56 72 16 0.00 1617. 1164. 450 0 0 0.87 40 18 12396.7 12845.0 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 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 03/06/96 WATER AND POWER CONTROL DIVISION TIME: 06:55:46 LOVELAND, COLORADO FEBRUARY 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) 1 329.0 0.0 0.0 0.0 373.0 740 340.0 21.0 361.0 716 24 44.0 2 334.0 0.0 0.0 0.0 375.0 744 359.0 20.0 379.0 752 -8 41.0 3 335.0 0.0 0.0 0.0 381.0 756 340.0 21.0 361.0 716 40 46.0 4 206.0 0.0 0.0 0.0 229.0 454 216.0 21.0 237.0 470 -15 23.0 5 198.0 0.0 0.0 0.0 226.0 448 221.0 18.0 239.0 474 -26 28.0 6 202.0 0.0 0.0 0.0 220.0 436 217.0 18.0 235.0 466 -29 18.0 7 216.0 0.0 0.0 0.0 237.0 470 223.0 19.0 242.0 480 -9 21.0 8 211.0 0.0 0.0 0.0 236.0 468 218.0 20.0 238.0 472 -3 25.0 9 205.0 0.0 0.0 0.0 223.0 442 211.0 21.0 232.0 460 -18 18.0 10 210.0 0.0 0.0 0.0 241.0 478 215.0 21.0 236.0 468 10 31.0 11 233.0 0.0 0.0 0.0 260.0 516 228.0 20.0 248.0 492 25 27.0 12 202.0 0.0 0.0 0.0 225.0 446 202.0 22.0 224.0 444 2 23.0 13 203.0 0.0 0.0 0.0 232.0 460 223.0 20.0 243.0 482 -21 29.0 14 203.0 0.0 0.0 0.0 231.0 458 211.0 20.0 231.0 458 0 28.0 15 202.0 0.0 0.0 0.0 226.0 448 206.0 19.0 225.0 446 3 24.0 16 203.0 0.0 0.0 0.0 234.0 464 207.0 23.0 230.0 456 9 31.0 17 203.0 0.0 0.0 0.0 231.0 458 210.0 20.0 230.0 456 2 28.0 18 217.0 0.0 0.0 0.0 249.0 494 219.0 20.0 239.0 474 20 32.0 19 202.0 0.0 0.0 0.0 227.0 450 219.0 19.0 238.0 472 -22 25.0 20 202.0 0.0 0.0 0.0 232.0 460 207.0 19.0 226.0 448 12 30.0 21 202.0 0.0 0.0 0.0 232.0 460 210.0 20.0 230.0 456 5 30.0 22 201.0 0.0 0.0 0.0 233.0 462 212.0 20.0 232.0 460 2 32.0 23 202.0 0.0 0.0 0.0 224.0 444 212.0 20.0 232.0 460 -16 22.0 24 201.0 0.0 0.0 0.0 232.0 460 210.0 22.0 232.0 460 1 31.0 25 208.0 0.0 0.0 0.0 240.0 476 215.0 21.0 236.0 468 8 32.0 26 211.0 0.0 0.0 0.0 235.0 466 217.0 21.0 238.0 472 -5 24.0 27 211.0 0.0 0.0 0.0 239.0 474 207.0 20.0 227.0 450 25 28.0 28 190.0 0.0 0.0 0.0 215.0 426 200.0 20.0 220.0 436 -10 25.0 29 108.0 0.0 0.0 0.0 127.0 252 101.0 21.0 122.0 242 10 19.0 TOTAL CFS 6250.0 0.0 0.0 7065.0 6476.0 587.0 7063.0 815.0 AF 12396.7 0.0 0.0 0.0 14013.2 14010 12845.0 1164.3 14009.2 14006 16 1616.5 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 1 PICK SLOAN MISSOURI BASIN PROGRAM UNITED STATES BUREAU OF RECLAMATION WESTERN DIVISION WATER AND POWER SYSTEM AS OF 03/06/96 WATER AND POWER CONTROL DIVISION TIME: 06:55:46 LOVELAND, COLORADO FEBRUARY 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 1846 555 83351 136481 1 76.0 1811 67.7 534 0.0 328.7 0.0 0.0 0.0 211.9 0.0 0.0 0.0 5732.49 0 5420.03 137124 0 2 75.8 1794 67.5 526 0.0 328.7 0.0 0.0 0.0 211.9 0.0 0.0 0.0 5732.49 0 5420.33 137693 0 3 77.2 1918 64.1 396 0.0 328.7 0.0 0.0 0.0 211.9 0.0 0.0 0.0 5732.49 0 5420.75 138492 0 4 74.7 1700 68.0 546 0.0 328.7 0.0 0.0 0.0 211.9 0.0 0.0 0.0 5732.49 0 5420.98 138930 0 5 74.4 1675 68.5 567 0.0 328.7 0.0 0.0 0.0 211.9 0.0 0.0 0.0 5732.49 0 5421.12 139198 0 6 75.1 1734 67.5 526 0.0 328.6 0.0 0.0 0.0 211.9 0.0 0.0 0.0 5732.40 83258 5421.29 139522 0 7 75.0 1725 68.8 580 0.0 328.6 0.0 0.0 0.0 211.9 0.0 0.0 0.0 5732.40 0 5421.57 140058 0 8 76.8 1882 66.4 482 0.0 328.6 0.0 0.0 0.0 211.9 0.0 0.0 0.0 5732.40 0 5421.73 140365 0 9 77.2 1918 66.1 470 0.0 328.6 0.0 0.0 0.0 211.9 0.0 0.0 0.0 5732.40 0 5421.87 140634 0 10 75.6 1776 69.4 606 0.0 328.6 0.0 0.0 0.0 211.9 0.0 0.0 0.0 5732.40 0 5422.13 141134 0 11 76.0 1811 69.4 606 0.0 328.6 0.0 0.0 0.0 211.9 0.0 0.0 0.0 5732.40 0 5422.29 141442 0 12 75.4 1759 69.8 623 0.0 328.4 0.0 0.0 0.0 211.8 0.0 0.0 0.0 5732.27 83124 5422.49 141828 0 13 76.3 1838 68.5 567 0.0 328.4 0.0 0.0 0.0 211.8 0.0 0.0 0.0 5732.27 0 5422.69 142214 0 14 76.4 1846 68.0 546 0.0 328.4 0.0 0.0 0.0 211.8 0.0 0.0 0.0 5732.27 0 5422.94 142697 0 15 75.6 1776 69.5 610 0.0 328.4 0.0 0.0 0.0 211.8 0.0 0.0 0.0 5732.27 0 5423.11 143027 0 16 76.5 1855 67.3 518 0.0 328.4 0.0 0.0 0.0 211.8 0.0 0.0 0.0 5732.27 0 5423.30 143395 0 17 76.4 1846 67.4 522 0.0 328.4 0.0 0.0 0.0 211.8 0.0 0.0 0.0 5732.27 0 5423.47 143726 0 18 75.9 1802 68.8 580 0.0 328.4 0.0 0.0 0.0 211.8 0.0 0.0 0.0 5732.27 0 5423.61 143998 0 19 76.2 1829 68.6 572 0.0 328.2 0.0 0.0 0.0 211.7 0.0 0.0 0.0 5732.15 83000 5423.75 144270 0 20 76.5 1855 67.5 526 0.0 328.2 0.0 0.0 0.0 211.7 0.0 0.0 0.0 5732.15 83000 5424.00 144758 0 21 76.3 1838 67.9 542 0.0 328.2 0.0 0.0 0.0 211.7 0.0 0.0 0.0 5732.15 0 5424.17 145090 0 22 75.4 1759 69.8 623 0.0 328.2 0.0 0.0 0.0 211.7 0.0 0.0 0.0 5732.15 0 5424.34 145422 0 23 76.0 1811 68.2 555 0.0 328.2 0.0 0.0 0.0 211.7 0.0 0.0 0.0 5732.15 0 5424.62 145970 0 24 76.1 1820 68.1 551 0.0 328.2 0.0 0.0 0.0 211.7 0.0 0.0 0.0 5732.15 0 5424.70 146127 0 25 76.0 1811 68.4 563 0.0 328.2 0.0 0.0 0.0 211.7 0.0 0.0 0.0 5732.15 0 5424.90 146520 0 26 76.5 1855 68.2 555 0.0 328.0 0.0 0.0 0.0 211.6 0.0 0.0 0.0 5731.97 82814 5425.12 146953 0 27 74.6 1691 71.5 699 0.0 328.0 0.0 0.0 0.0 211.6 0.0 0.0 0.0 5731.97 0 5425.32 147347 0 28 76.0 1811 69.1 593 0.0 328.0 0.0 0.0 0.0 211.6 0.0 0.0 0.0 5731.97 0 5425.46 147624 0 29 75.8 1794 68.9 584 0.0 328.0 0.0 0.0 0.0 211.6 0.0 0.0 0.0 5731.95 82793 5425.54 147782 0 TOTAL CFS 0.0 TOTAL AF -52 29 0.0 0.0 0.0 0.0 0.0 0.0 -558 11301 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 03/06/96 WATER AND POWER CONTROL DIVISION TIME: 06:55:46 LOVELAND, COLORADO FEBRUARY 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 0.00 0.00 0.00 0.00 0.00 338.00 2 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 329.00 3 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 328.00 4 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 236.00 5 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 211.00 6 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 199.00 7 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 186.00 8 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 179.00 9 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 181.00 10 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 200.00 11 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 199.00 12 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 198.00 13 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 198.00 14 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 198.00 15 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 197.00 16 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 197.00 17 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 197.00 18 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 197.00 19 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 198.00 20 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 198.00 21 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 197.00 22 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 197.00 23 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 197.00 24 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 198.00 25 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 196.00 26 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 185.00 27 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 194.00 28 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 190.00 29 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 113.00 TOTAL CFS 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 6031.00 TOTAL AF 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 11962.31 ADJUSTMENT AF 22.10 TOTAL FLOW OR DELIVERY AF 11940.21 METERED DELIVERY AF 316.10 NOTE: AVERAGE DAILY CFS UNLESS NOTED OTHERWISE * TOTAL FLOW INCLUDES NON-CHARGE WATER 1 PICK SLOAN MISSOURI BASIN PROGRAM UNITED STATES BUREAU OF RECLAMATION WESTERN DIVISION WATER AND POWER SYSTEM AS OF 03/06/96 WATER AND POWER CONTROL DIVISION TIME: 06:55:46 LOVELAND, COLORADO FEBRUARY 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) 4174.60 1 0.00 0.00 0.00 4.00 0.00 0.00 4.00 4182.60 2 0.00 0.00 0.00 4.00 0.00 0.00 4.00 4190.60 3 0.00 0.00 0.00 4.00 0.00 0.00 4.00 4198.60 4 0.00 0.00 0.00 4.00 0.00 0.00 4.00 4206.60 5 0.00 0.00 0.00 4.00 0.00 0.00 4.00 4214.60 6 0.00 0.00 0.00 4.00 0.00 0.00 4.00 4222.60 7 0.00 0.00 0.00 4.00 0.00 0.00 4.00 4230.60 8 0.00 0.00 0.00 4.00 0.00 0.00 4.00 4238.60 9 0.00 0.00 0.00 4.00 0.00 0.00 4.00 4246.60 10 0.00 0.00 0.00 4.00 0.00 0.00 4.00 4254.60 11 0.00 0.00 0.00 4.00 0.00 0.00 4.00 4262.60 12 0.00 0.00 0.00 4.00 0.00 0.00 4.00 4270.60 13 0.00 0.00 0.00 4.00 0.00 0.00 4.00 4278.60 14 0.00 0.00 0.00 4.00 0.00 0.00 4.00 4286.60 15 0.00 0.00 0.00 4.00 0.00 0.00 4.00 4294.60 16 0.00 0.00 0.00 4.00 0.00 0.00 4.00 4302.60 17 0.00 0.00 0.00 4.00 0.00 0.00 4.00 4310.60 18 0.00 0.00 0.00 4.00 0.00 0.00 4.00 4318.60 19 0.00 0.00 0.00 4.00 0.00 0.00 4.00 4326.60 20 0.00 0.00 0.00 4.00 0.00 0.00 4.00 4334.60 21 0.00 0.00 0.00 4.00 0.00 0.00 4.00 4342.60 22 0.00 0.00 0.00 4.00 0.00 0.00 4.00 4350.60 23 0.00 0.00 0.00 4.00 0.00 0.00 4.00 4358.60 24 0.00 0.00 0.00 4.00 0.00 0.00 4.00 4366.60 25 0.00 0.00 0.00 4.00 0.00 0.00 4.00 4374.60 26 0.00 0.00 0.00 4.00 0.00 0.00 4.00 4382.60 27 0.00 0.00 0.00 4.00 0.00 0.00 4.00 4390.60 28 0.00 0.00 0.00 4.00 0.00 0.00 4.00 4398.60 29 0.00 0.00 0.00 4.00 0.00 0.00 4.00 4406.60 TOTAL CFS 0.00 0.00 0.00 116.00 0.00 0.00 116.00 TOTAL AF 0.00 0.00 0.00 232.00 0.00 0.00 232.00 4406.60 METERED DELIVERY AF 3.00 283.70 22.10 0.00 634.30 943.10 5349.70 TOTAL FLOW OR DELIVERY AF * 3.00 283.70 0.00 254.10 0.00 634.30 1175.10 5349.70 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 FEBRUARY 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 0. 0. 0.00 0.04 0. 0. 0.00 0.00 0.00 0. 0.00 0. 2 0.00 0.00 0. 0. 0.00 0.00 0. 0. 0.00 0.05 0.00 0. 0.00 0. 3 0.00 0.00 0. 0. 0.00 0.00 0. 0. 0.00 0.00 0.00 0. 0.00 0. 4 0.11 0.09 0. 0. 0.00 0.00 0. 0. 0.00 0.00 0.00 0. 0.00 0. 5 0.00 0.00 0. 0. 0.00 0.17 0. 0. 0.00 0.00 0.00 0. 0.00 0. 6 0.00 0.00 0. 0. 0.05 0.00 0. 0. 0.00 0.00 0.00 0. 0.00 0. 7 0.00 0.00 0. 0. 0.01 0.00 0. 0. 0.00 0.00 0.00 0. 0.00 0. 8 0.00 0.00 0. 0. 0.03 0.00 0. 0. 0.00 0.00 0.00 0. 0.00 0. 9 0.00 0.00 0. 0. 0.00 0.00 0. 0. 0.00 0.00 0.00 0. 0.00 0. 10 0.00 0.00 0. 0. 0.00 0.00 0. 0. 0.00 0.00 0.00 0. 0.00 0. 11 0.00 0.00 0. 0. 0.00 0.00 0. 0. 0.00 0.00 0.00 0. 0.00 0. 12 0.00 0.00 0. 0. 0.00 0.00 0. 0. 0.00 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 0.42 0.00 0. 0. 0.00 0.00 0. 0. 0.00 0.00 0.00 0. 0.00 0. 18 0.07 0.00 0. 0. 0.25 0.16 0. 0. 0.00 0.00 0.00 0. 0.00 0. 19 0.25 0.37 0. 0. 0.05 0.02 0. 0. 0.00 0.00 0.00 0. 0.00 0. 20 0.88 1.29 0. 0. 0.25 0.45 0. 0. 0.30 0.00 0.13 0. 0.30 0. 21 0.05 0.35 0. 0. 0.71 0.70 0. 0. 0.18 0.00 0.00 0. 0.07 0. 22 0.09 0.00 0. 0. 0.29 0.24 0. 0. 0.17 0.00 0.00 0. 0.00 0. 23 0.00 0.00 0. 0. 0.00 0.03 0. 0. 0.00 0.00 0.00 0. 0.00 0. 24 0.00 0.00 0. 0. 0.00 0.00 0. 0. 0.00 0.00 0.00 0. 0.00 0. 25 0.03 0.00 0. 0. 0.00 0.00 0. 0. 0.00 0.00 0.00 0. 0.00 0. 26 0.09 0.16 0. 0. 0.09 0.10 0. 0. 0.18 0.00 0.14 0. 0.06 0. 27 0.00 0.00 0. 0. 0.08 0.06 0. 0. 0.03 0.00 0.01 0. 0.00 0. 28 0.01 0.00 0. 0. 0.00 0.01 0. 0. 0.01 0.15 0.00 0. 0.00 0. 29 0.00 0.00 0. 0. 0.00 0.00 0. 0. 0.00 0.00 0.00 0. 0.00 0. TOTALS 2.00 2.26 0. 0. 1.81 1.98 0. 0. 0.87 0.20 0.28 0. 0.43 0. 1 UPPER COLORADO RIVER DAILY DATA COLLECTION FOR FEBRUARY 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 69 29 22 8 0.00 14 7 190 439 22 -25 0.00 2 7 29 13 -32 0.00 13 7 160 433 3 -15 0.00 3 18 29 15 -29 0.00 12 7 190 436 23 -21 0.00 4 63 29 19 -31 0.00 15 8 149 437 22 -4 0.09 5 97 29 35 16 0.00 14 7 206 434 42 14 0.00 6 41 29 36 12 0.05 16 7 129 439 46 14 0.00 7 45 29 37 17 0.01 12 7 186 445 44 15 0.00 8 39 29 43 26 0.03 14 7 199 449 50 6 0.00 9 66 29 42 1 0.00 13 8 156 453 36 12 0.00 10 8 29 39 5 0.00 14 7 203 451 42 -5 0.00 11 47 29 34 -13 0.00 12 7 154 451 20 -13 0.00 12 82 29 28 -15 0.00 12 7 174 452 23 -11 0.00 13 23 29 30 -9 0.00 12 7 121 447 26 -6 0.00 14 24 29 40 -3 0.00 13 8 214 450 34 0 0.00 15 29 29 40 6 0.00 14 7 161 451 30 9 0.00 16 58 29 40 -5 0.00 15 7 152 450 40 1 0.00 17 43 29 40 -3 0.00 14 7 157 452 30 1 0.00 18 160 29 40 25 0.25 15 7 197 451 41 22 0.00 19 95 29 38 16 0.05 16 8 180 450 42 26 0.37 20 189 29 37 24 0.25 19 7 263 453 44 28 1.29 21 304 29 35 27 0.71 24 7 200 451 40 30 0.35 22 183 29 40 26 0.29 14 7 221 448 41 9 0.00 23 41 29 28 8 0.00 12 7 124 452 31 -2 0.00 24 18 29 37 -15 0.00 13 8 235 460 32 5 0.00 25 88 29 41 -10 0.00 14 7 161 463 32 13 0.00 26 76 29 39 0 0.09 15 7 216 463 31 8 0.16 27 56 29 19 5 0.08 14 7 146 460 23 -3 0.00 28 77 29 18 -20 0.00 12 7 184 467 20 -10 0.00 29 49 29 20 -16 0.00 16 8 178 489 20 7 0.00