1 PICK SLOAN MISSOURI BASIN PROGRAM UNITED STATES BUREAU OF RECLAMATION WESTERN DIVISION WATER AND POWER SYSTEM AS OF 04/07/00 WATER AND POWER CONTROL DIVISION TIME: 14:18:01 LOVELAND, COLORADO MARCH 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) 224380 1 9007.24 224177 101 0 101 85 372 -203 169 85 0 85 0.02 40 8 0 60 2 9007.17 223975 101 0 101 85 372 -202 170 85 0 85 0.00 37 21 0 105 3 9007.10 223773 101 0 101 85 372 -202 170 85 0 85 0.00 47 9 0 53 4 9007.04 223600 101 0 101 85 372 -173 199 100 0 100 0.00 52 9 0 54 5 9006.99 223456 85 0 85 85 340 -144 196 98 0 98 0.03 48 14 0 70 6 9006.93 223283 101 0 101 85 372 -173 199 100 0 100 0.04 49 15 0 34 7 9006.89 223168 101 0 101 85 372 -115 257 129 0 129 0.06 42 19 0 97 8 9006.83 222995 101 0 101 85 372 -173 199 100 0 100 0.00 35 16 0 72 9 9006.78 222851 101 0 101 85 372 -144 228 114 0 114 0.04 35 13 0 55 10 9006.71 222650 101 0 101 85 372 -201 171 86 0 86 0.00 30 4 0 55 11 9006.69 222592 101 0 101 85 372 -58 314 157 0 157 0.26 37 9 0 56 12 9006.63 222420 101 0 101 85 372 -172 200 100 0 100 0.00 34 6 0 101 13 9006.56 222219 101 0 101 85 372 -201 171 86 0 86 0.00 45 10 0 25 14 9006.50 222047 95 0 95 85 360 -172 188 94 0 94 0.00 43 14 0 60 15 9006.43 221846 101 0 101 106 414 -201 213 107 0 107 0.22 37 -2 0 99 16 9006.35 221617 101 0 101 107 416 -229 187 94 0 94 0.00 38 5 0 74 17 9006.28 221417 98 0 98 107 410 -200 210 105 0 105 0.00 42 14 0 59 18 9006.19 221160 98 0 98 113 422 -257 165 83 0 83 0.00 30 3 0 58 19 9006.11 220931 98 0 98 113 422 -229 193 97 0 97 0.00 47 8 0 56 20 9006.02 220675 98 0 98 113 422 -256 166 83 0 83 0.00 35 15 0 56 21 9005.94 220447 98 0 98 113 422 -228 194 97 0 97 0.00 39 12 0 57 22 9005.85 220190 98 0 98 113 422 -257 165 83 0 83 0.04 42 12 0 102 23 9005.77 219963 98 0 98 113 422 -227 195 98 0 98 0.02 44 15 0 57 24 9005.68 219707 98 0 98 116 428 -256 172 86 0 86 0.00 45 17 0 57 25 9005.58 219423 98 0 98 117 430 -284 146 73 0 73 0.00 50 22 0 75 26 9005.51 219224 98 0 98 116 428 -199 229 115 0 115 0.00 46 16 0 69 27 9005.43 218998 98 0 98 116 428 -226 202 101 0 101 0.00 54 19 0 88 28 9005.37 218828 98 0 98 116 428 -170 258 129 0 129 0.18 47 18 0 118 29 9005.29 218601 98 0 98 116 428 -227 201 101 0 101 0.00 41 20 0 113 30 9005.21 218375 98 0 98 117 430 -226 204 102 0 102 0.07 38 19 0 115 31 9005.15 218205 98 0 98 87 370 -170 200 100 0 100 0.00 29 9 0 16 TOTAL CFS 3064 0 3064 3089 3073 0 3073 2166 TOTAL AF -6175 6128 0 6128 6178 12306 -6175 6131 6131 0 6146 0.98 41 13 0 4332 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 04/07/00 WATER AND POWER CONTROL DIVISION TIME: 14:18:01 LOVELAND, COLORADO MARCH 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) 78624 1 7905.95 78334 307 0 307 609 -290 320 161 -17 0 144 0.00 39 26 1335 2 7905.80 78138 304 0 304 603 -196 408 206 -16 0 190 0.00 38 21 1250 3 7905.58 77850 299 0 299 593 -288 306 154 -16 0 138 0.00 44 12 1121 4 7905.36 77563 299 0 299 593 -287 307 155 -2 0 153 0.00 47 15 1132 5 7905.14 77276 299 0 299 593 -287 307 155 13 0 168 0.00 47 20 1173 6 7904.89 76951 298 0 298 591 -325 267 135 -2 0 133 0.00 47 25 1177 7 7904.74 76757 295 0 295 585 -194 392 198 28 0 226 0.10 49 20 1220 8 7904.55 76512 296 0 296 587 -245 343 173 -2 0 171 0.00 37 20 1023 9 7904.33 76228 299 0 299 593 -284 310 156 13 0 169 0.00 32 12 1012 10 7904.11 75944 299 0 299 593 -284 310 156 -16 0 140 0.00 29 7 1001 11 7903.89 75662 299 0 299 593 -282 312 157 56 0 213 0.00 40 22 962 12 7903.74 75470 298 0 298 591 -192 400 202 -1 0 201 0.30 33 9 986 13 7903.47 75126 299 0 299 593 -344 250 126 -16 0 110 0.00 47 12 988 14 7903.25 74845 296 0 296 587 -281 307 155 -1 0 154 0.00 49 25 957 15 7903.10 74654 296 0 296 587 -191 397 200 6 0 206 0.45 38 18 1113 16 7902.91 74413 296 0 296 587 -241 347 175 -8 0 167 0.00 36 19 1029 17 7902.69 74136 296 0 296 587 -277 311 157 7 0 164 0.00 44 18 1016 18 7902.47 73859 295 0 295 585 -277 309 156 -16 0 140 0.00 34 6 1007 19 7902.25 73582 293 0 293 581 -277 305 154 -2 0 152 0.00 48 25 987 20 7902.03 73305 293 0 293 581 -277 305 154 -15 0 139 0.00 35 14 1011 21 7901.81 73030 293 0 293 581 -275 307 155 -1 0 154 0.00 46 16 1007 22 7901.66 72844 293 0 293 581 -186 396 200 -16 0 184 0.00 48 15 996 23 7901.44 72570 293 0 293 581 -274 308 155 -1 0 154 0.00 45 27 1006 24 7901.22 72296 293 0 293 581 -274 308 155 -12 0 143 0.00 51 20 1028 25 7901.03 72059 292 0 292 579 -237 343 173 -25 0 148 0.00 47 29 1037 26 7900.83 71813 291 0 291 577 -246 332 167 17 0 184 0.00 56 23 1066 27 7900.66 71604 291 0 291 577 -209 369 186 3 0 189 0.00 62 24 1091 28 7900.52 71433 302 0 302 599 -171 429 216 31 0 247 0.00 54 22 1125 29 7900.37 71248 304 0 304 603 -185 419 211 3 0 214 0.00 50 29 1194 30 7900.22 71064 305 0 305 605 -184 422 213 4 0 217 0.00 41 20 1184 31 7899.91 70685 305 0 305 605 -379 227 114 2 0 116 0.00 39 11 1181 TOTAL CFS 9218 0 9218 5230 -2 0 5228 33415 TOTAL AF -7939 18281 0 18281 18281 -7939 10373 10368 -6 0 10368 0.85 44 19 66275 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 04/07/00 WATER AND POWER CONTROL DIVISION TIME: 14:18:01 LOVELAND, COLORADO MARCH 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) 7579 1 8118.70 7599 7 0 0 0 0 0 7 14 20 34 17 2 8118.80 7622 7 0 0 1 0 0 8 16 23 39 20 3 8118.91 7647 7 0 0 0 0 0 7 14 25 39 20 4 8119.00 7667 7 0 0 0 0 0 7 14 20 34 17 5 8119.11 7692 7 0 0 0 0 0 7 14 25 39 20 6 8119.20 7712 7 0 0 0 0 0 7 14 20 34 17 7 8119.30 7735 7 0 0 1 0 0 8 16 23 39 20 8 8119.40 7758 7 0 0 0 0 0 7 14 23 37 19 9 8119.52 7786 7 0 0 0 0 0 7 14 28 42 21 10 8119.62 7809 7 0 0 0 0 0 7 14 23 37 19 11 8119.72 7832 7 0 0 0 0 0 7 14 23 37 19 12 8119.82 7855 7 0 0 1 0 0 8 16 23 39 20 13 8119.91 7876 7 0 0 0 0 0 7 14 21 35 18 14 8120.00 7897 7 0 0 0 0 0 7 14 21 35 18 15 8120.15 7931 7 0 0 0 0 0 7 14 34 48 24 16 8120.23 7950 7 0 0 0 0 0 7 14 19 33 17 17 8120.30 7966 7 0 0 1 0 0 8 16 16 32 16 18 8120.39 7987 7 0 0 0 0 0 7 14 21 35 18 19 8120.47 8006 7 0 0 0 0 0 7 14 19 33 17 20 8120.57 8030 7 0 0 0 0 0 7 14 24 38 19 21 8120.61 8039 14 0 0 0 0 0 14 28 9 37 19 22 8120.60 8037 19 0 0 1 0 0 20 40 -2 38 19 23 8120.60 8037 19 0 0 0 0 0 19 38 0 38 19 24 8120.60 8037 19 0 0 0 0 0 19 38 0 38 19 25 8120.61 8039 19 0 0 0 0 0 19 38 2 40 20 26 8120.63 8044 19 0 0 0 0 0 19 38 5 43 22 27 8120.67 8053 21 0 0 1 0 0 22 44 9 53 27 28 8120.73 8068 20 0 0 0 0 0 20 40 15 55 28 29 8120.74 8070 26 0 0 0 0 0 26 52 2 54 27 30 8120.73 8068 30 0 0 0 0 0 30 60 -2 58 29 31 8120.73 8068 30 0 0 0 0 0 30 60 0 60 30 TOTAL CFS 376 0 0 6 0 0 382 635 TOTAL AF 489 752 0 0 12 0 0 764 764 489 1253 1253 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 04/07/00 WATER AND POWER CONTROL DIVISION TIME: 14:18:01 LOVELAND, COLORADO MARCH 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 04/07/00 WATER AND POWER CONTROL DIVISION TIME: 14:18:01 LOVELAND, COLORADO MARCH 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 17603 1 8366.65 8366.72 17818 165 20 185 367 215 584 545 39 20 0.00 0.00 40 -1 2 8366.61 8366.67 17732 164 20 184 365 -86 281 258 23 12 0.00 0.00 39 22 3 8366.61 8366.73 17811 260 20 280 555 79 636 670 -34 -17 0.00 0.00 44 9 4 8366.56 8366.65 17679 339 20 359 712 -132 582 543 39 20 0.00 0.00 45 2 5 8366.57 8366.68 17724 357 20 377 748 45 795 778 17 9 0.00 0.00 50 7 6 8366.55 8366.68 17714 358 20 378 750 -10 742 660 82 41 0.05 0.31 41 6 7 8366.63 8366.73 17821 349 20 369 732 107 841 740 101 51 0.00 0.00 48 20 8 8366.54 8366.66 17682 384 20 404 801 -139 664 708 -44 -22 0.00 0.13 34 14 9 8366.59 8366.70 17761 387 20 407 807 79 888 863 25 13 0.05 0.11 35 16 10 8366.59 8366.70 17761 388 20 408 809 0 811 764 47 24 0.04 0.17 30 -5 11 8366.60 8366.70 17767 358 20 378 750 6 758 764 -6 -3 0.10 0.01 34 1 12 8366.59 8366.70 17761 335 20 355 704 -6 700 595 105 53 0.10 0.11 36 23 13 8366.60 8366.73 17806 342 20 362 718 45 765 680 85 43 0.00 0.00 41 2 14 8366.58 8366.65 17689 307 20 327 649 -117 534 426 108 54 0.00 0.00 40 4 15 8366.56 8366.63 17653 299 20 319 633 -36 599 514 85 43 0.27 0.69 37 22 16 8366.63 8366.75 17848 344 20 364 722 195 919 960 -41 -21 0.08 0.08 29 -14 17 8366.59 8366.70 17761 338 20 358 710 -87 625 657 -32 -16 0.00 0.00 40 -9 18 8366.61 8366.72 17798 338 20 358 710 37 749 770 -21 -11 0.00 0.00 33 11 19 8366.64 8366.74 17840 340 20 360 714 42 758 734 24 12 0.00 0.00 42 -8 20 8366.60 8366.72 17793 339 20 359 712 -47 667 623 44 22 0.00 0.00 42 21 21 8366.62 8366.73 17816 352 20 372 738 23 763 678 85 43 0.00 0.00 46 8 22 8366.59 8366.71 17774 352 20 372 738 -42 698 666 32 16 0.00 0.00 44 10 23 8366.63 8366.70 17782 177 20 197 391 8 401 317 84 42 0.00 0.00 43 14 24 8366.61 8366.66 17718 17 20 37 73 -64 11 0 11 6 0.00 0.00 41 28 25 8366.58 8366.65 17689 15 20 35 69 -29 42 0 42 21 0.00 0.00 46 12 26 8366.56 8366.61 17626 15 20 35 69 -63 8 0 8 4 0.00 0.03 44 27 27 8366.63 8366.70 17782 15 20 35 69 156 227 159 68 34 0.00 0.00 50 16 28 8366.58 8366.68 17729 99 20 119 236 -53 185 169 16 8 0.00 0.00 51 18 29 8366.56 8366.66 17692 153 20 173 343 -37 308 309 -1 -1 0.01 0.02 42 22 30 8366.63 8366.73 17821 131 20 151 300 129 431 335 96 48 0.01 0.02 44 24 31 8366.61 8366.72 17798 158 20 178 353 -23 332 349 -17 -9 0.01 0.00 31 18 TOTAL CFS 7975 620 8595 539 41 11 TOTAL AF 195 15818.2 1240 17047 17047 195 17304 16234 1070 1068 0.72 1.68 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 04/07/00 WATER AND POWER CONTROL DIVISION TIME: 14:18:01 LOVELAND, COLORADO MARCH 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) 451432 1 8267.29 450963 275 20 0 6.5 301 597 -469 137 69 20 0 0 49 69 0 2 8267.26 450762 130 20 0 6.5 156 309 -201 117 59 20 0 0 39 51 0 3 8267.17 450159 338 20 0 6.5 364 722 -603 128 65 20 0 0 45 28 0 4 8267.09 449624 274 20 0 6.5 300 595 -535 69 35 20 0 0 15 35 0 5 8267.02 449156 392 20 0 6.5 418 829 -468 370 187 20 0 0 167 176 0 6 8266.92 448463 333 20 0 6.5 359 712 -693 28 14 20 0 0 -6 35 0 7 8266.82 447800 373 20 0 6.5 399 791 -663 137 69 20 0 0 49 100 0 8 8266.73 447204 357 20 0 6.5 383 760 -596 173 87 20 0 0 67 45 0 9 8266.62 446476 435 20 0 6.5 461 914 -728 195 98 20 0 0 78 91 0 10 8266.52 445815 385 20 0 6.5 411 815 -661 162 82 20 0 0 62 86 0 11 8266.42 445153 385 20 0 6.5 411 815 -662 161 81 20 0 0 61 58 0 12 8266.35 444691 300 20 0 6.5 326 647 -462 193 97 20 0 0 77 130 0 13 8266.23 443899 343 20 0 6.5 369 732 -792 -51 -25 20 0 0 -45 -2 0 14 8266.18 443569 215 20 0 6.5 241 478 -330 156 79 20 0 0 59 113 0 15 8266.15 443371 259 20 0 6.5 285 565 -198 375 189 20 0 0 169 212 0 16 8266.03 442580 484 20 0 6.5 510 1012 -791 229 115 20 0 0 95 74 0 17 8265.95 442053 331 20 0 6.5 357 708 -527 189 95 20 0 0 75 59 0 18 8265.84 441329 388 20 0 6.5 414 821 -724 105 53 20 0 0 33 22 0 19 8265.75 440737 370 20 0 6.5 396 785 -592 201 101 20 0 0 81 93 0 20 8265.65 440080 314 20 0 6.5 340 674 -657 25 13 20 0 0 -7 15 0 21 8265.56 439488 342 20 0 6.5 368 730 -592 146 74 20 0 0 54 97 0 22 8265.46 438832 336 20 0 6.5 362 718 -656 70 35 20 0 0 15 31 0 23 8265.41 438504 160 20 0 6.5 186 369 -328 49 25 20 0 0 5 47 0 24 8265.41 438504 0 20 0 6.5 26 52 0 60 30 20 0 0 10 16 0 25 8265.41 438504 0 20 0 6.5 26 52 0 60 30 20 0 0 10 31 0 26 8265.42 438570 0 20 0 6.5 26 52 66 126 64 20 0 0 44 48 0 27 8265.41 438504 80 20 0 6.5 106 210 -66 152 77 20 0 0 57 91 0 28 8265.42 438570 85 20 0 6.5 111 220 66 294 148 20 0 0 128 136 0 29 8265.39 438373 156 20 0 6.5 182 361 -197 172 87 20 0 0 67 66 0 30 8265.34 438045 169 20 0 6.5 195 387 -328 67 34 20 0 0 14 62 0 31 8265.31 437848 176 20 0 6.5 202 401 -197 212 107 20 0 0 87 78 0 TOTAL CFS 8185 620 0 201.5 8991 2274 620 0 0 1654 2193 0 TOTAL AF -13584 16234 1240 0 399.7 17833 17833 -13584 4507 4507 1240 0 0 3281 4347 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 04/07/00 WATER AND POWER CONTROL DIVISION TIME: 14:18:01 LOVELAND, COLORADO MARCH 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. 731 2281 1 35.05 71.26 730 2423 141 327.3 165.0 0.00 259.8 131.0 61.0 25.0 0 0 0 0.00 46 19 2 31.53 72.25 598 2586 31 325.3 164.0 0.00 281.7 142.0 18.0 25.0 0 0 0 0.00 39 27 3 34.20 71.68 698 2491 5 515.7 260.0 0.00 480.0 242.0 10.0 26.0 0 133 0 0.00 52 18 4 36.96 71.07 806 2392 9 672.4 339.0 0.00 672.4 339.0 29.0 25.0 0 0 0 0.00 57 20 5 37.02 71.15 809 2405 16 708.1 357.0 0.00 700.2 353.0 29.0 25.0 0 0 0 0.00 54 22 6 32.91 72.19 649 2576 11 710.1 358.0 0.00 716.0 361.0 33.0 25.0 0 32 0 0.00 51 27 7 35.64 71.54 754 2468 -3 692.2 349.0 0.00 706.1 356.0 30.0 25.0 0 20 0 0.00 51 26 8 38.67 71.15 876 2405 59 761.7 384.0 0.00 698.2 352.0 22.0 25.0 0 0 0 0.00 38 29 9 37.93 71.43 845 2450 14 767.6 387.0 0.00 755.7 381.0 26.0 25.0 0 0 0 0.00 38 24 10 35.22 72.02 737 2547 -11 769.6 388.0 0.00 783.5 395.0 26.0 25.0 0 0 0 0.00 36 21 11 36.79 71.68 799 2491 6 710.1 358.0 0.00 706.1 356.0 26.0 25.0 0 0 0 0.00 41 19 12 33.03 72.58 653 2641 4 664.5 335.0 0.00 662.5 334.0 26.0 25.0 0 0 0 0.00 40 27 13 37.19 71.50 815 2462 -17 678.3 342.0 0.00 692.2 349.0 23.0 25.0 0 0 0 0.00 47 27 14 32.83 72.33 646 2599 -32 608.9 307.0 0.00 660.5 333.0 35.0 25.0 0 0 0 0.00 48 26 15 38.33 71.42 862 2449 66 593.1 299.0 0.00 535.5 270.0 29.0 25.0 0 0 0 0.80 33 20 16 37.14 72.43 813 2616 118 682.3 344.0 0.00 555.4 280.0 20.0 25.0 0 0 0 0.00 38 17 17 36.60 72.94 792 2702 65 670.4 338.0 0.00 605.0 305.0 25.0 26.0 0 0 0 0.00 42 16 18 35.80 72.90 760 2696 -38 670.4 338.0 0.00 714.0 360.0 29.0 26.0 0 0 0 0.00 36 24 19 34.48 73.28 708 2761 13 674.4 340.0 0.00 652.6 329.0 21.0 26.0 0 0 0 0.00 46 29 20 37.96 72.76 847 2672 50 672.4 339.0 0.00 603.0 304.0 16.0 26.0 0 0 0 0.08 35 20 21 37.49 72.94 827 2702 10 698.2 352.0 0.00 680.3 343.0 22.0 26.0 0 0 0 0.04 38 19 22 33.25 72.49 661 2626 -242 698.2 352.0 0.00 958.0 483.0 35.0 25.0 0 0 0 0.00 46 18 23 33.35 70.95 665 2373 -249 351.1 177.0 0.00 618.8 312.0 34.0 24.0 0 0 0 0.00 51 26 24 31.62 67.77 601 1898 -539 33.7 17.0 0.00 523.6 264.0 2.0 25.0 0 0 0 0.00 49 27 25 31.55 64.20 599 1463 -437 29.8 15.0 0.00 446.3 225.0 17.0 26.0 0 0 0 0.00 52 25 26 31.42 61.11 594 1153 -315 29.8 15.0 0.00 307.4 155.0 12.0 30.0 0 0 0 0.00 52 36 27 31.39 60.73 593 1118 -36 29.8 15.0 0.00 99.2 50.0 45.0 28.0 0 0 0 0.08 62 34 28 35.62 60.73 753 1118 160 196.4 99.0 0.00 43.6 22.0 21.0 18.0 0 0 0 0.00 52 28 29 39.52 61.96 911 1233 273 303.5 153.0 0.00 19.8 10.0 11.0 18.0 0 0 0 0.00 50 30 30 37.65 63.67 834 1406 96 259.8 131.0 0.00 11.9 6.0 -51.0 26.0 0 24 0 0.12 31 24 31 37.26 67.96 818 1924 502 313.4 158.0 0.00 15.9 8.0 128.0 27.0 0 0 0 0.04 30 22 TOTAL CFS 7975.0 8150.0 810.0 778.0 0 TOTAL AF 87 -357 -270 0.00 1607. 1543. 0 209 0 1.16 45 24 15818.2 16165.3 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 04/07/00 WATER AND POWER CONTROL DIVISION TIME: 14:18:01 LOVELAND, COLORADO MARCH 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) 1 165.0 0.0 0.0 15.0 226.0 448 131.0 25.0 156.0 309 141 61.0 2 164.0 0.0 0.0 14.0 182.0 361 142.0 25.0 167.0 331 31 18.0 3 260.0 0.0 0.0 15.0 270.0 536 242.0 26.0 268.0 532 5 10.0 4 339.0 0.0 0.0 16.0 368.0 730 339.0 25.0 364.0 722 9 29.0 5 357.0 0.0 0.0 18.0 386.0 766 353.0 25.0 378.0 750 16 29.0 6 358.0 0.0 0.0 17.0 391.0 776 361.0 25.0 386.0 766 11 33.0 7 349.0 0.0 0.0 16.0 379.0 752 356.0 25.0 381.0 756 -3 30.0 8 384.0 0.0 0.0 25.0 406.0 805 352.0 25.0 377.0 748 59 22.0 9 387.0 0.0 0.0 15.0 413.0 819 381.0 25.0 406.0 805 14 26.0 10 388.0 0.0 0.0 12.0 414.0 821 395.0 25.0 420.0 833 -11 26.0 11 358.0 0.0 0.0 13.0 384.0 762 356.0 25.0 381.0 756 6 26.0 12 335.0 0.0 0.0 13.0 361.0 716 334.0 25.0 359.0 712 4 26.0 13 342.0 0.0 0.0 13.0 365.0 724 349.0 25.0 374.0 742 -17 23.0 14 307.0 0.0 1.0 13.0 342.0 678 333.0 25.0 358.0 710 -32 35.0 15 299.0 0.0 1.0 10.0 328.0 651 270.0 25.0 295.0 585 66 29.0 16 344.0 0.0 1.0 17.0 364.0 722 280.0 25.0 305.0 605 118 20.0 17 338.0 0.0 1.0 16.0 363.0 720 305.0 26.0 331.0 657 65 25.0 18 338.0 0.0 1.0 14.0 367.0 728 360.0 26.0 386.0 766 -38 29.0 19 340.0 0.0 1.0 16.0 361.0 716 329.0 26.0 355.0 704 13 21.0 20 339.0 0.0 0.0 15.0 355.0 704 304.0 26.0 330.0 655 50 16.0 21 352.0 0.0 1.0 14.0 374.0 742 343.0 26.0 369.0 732 10 22.0 22 352.0 0.0 1.0 26.0 387.0 768 483.0 25.0 508.0 1008 -242 35.0 23 177.0 0.0 1.0 15.0 211.0 419 312.0 24.0 336.0 666 -249 34.0 24 17.0 0.0 1.0 17.0 19.0 38 264.0 25.0 289.0 573 -539 2.0 25 15.0 0.0 1.0 18.0 32.0 63 225.0 26.0 251.0 498 -437 17.0 26 15.0 0.0 1.0 20.0 27.0 54 155.0 30.0 185.0 367 -315 12.0 27 15.0 0.0 1.0 22.0 60.0 119 50.0 28.0 78.0 155 -36 45.0 28 99.0 0.0 1.0 23.0 120.0 238 22.0 18.0 40.0 79 160 21.0 29 153.0 0.0 0.0 20.0 164.0 325 10.0 18.0 28.0 56 273 11.0 30 131.0 0.0 0.0 20.0 80.0 159 6.0 26.0 32.0 63 96 -51.0 31 158.0 0.0 1.0 18.0 286.0 567 8.0 27.0 35.0 69 502 128.0 TOTAL CFS 7975.0 15.0 516.0 8785.0 8150.0 778.0 8928.0 810.0 AF 15818.2 0.0 29.8 1023.5 17424.8 17427 16165.3 1543.1 17708.4 17710 -270 1606.6 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 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 04/07/00 WATER AND POWER CONTROL DIVISION TIME: 14:18:01 LOVELAND, COLORADO MARCH 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 1963 526 93838 122813 1 76.7 1873 68.7 576 0.0 342.3 0.0 0.0 0.0 217.1 0.0 0.0 67.6 5742.37 93774 5412.33 122956 0 2 76.8 1882 67.8 538 0.0 342.3 0.0 0.0 0.0 217.1 0.0 0.0 68.5 5742.37 0 5412.56 123368 0 3 77.4 1936 63.5 375 91.0 342.3 265.9 134.0 0.0 217.1 0.0 0.0 66.2 5742.37 0 5412.56 123368 0 4 74.7 1700 67.3 518 216.0 342.3 631.1 318.2 0.0 217.1 0.0 0.0 64.9 5742.37 0 5412.70 123619 0 5 73.7 1617 68.4 563 216.0 344.2 627.6 316.4 0.0 217.7 0.0 0.0 67.3 5743.71 95219 5412.70 123619 0 6 74.0 1642 68.1 551 192.0 344.8 556.8 280.7 0.0 217.9 0.0 0.0 68.4 5744.18 95727 5412.64 123511 0 7 75.5 1768 65.6 451 204.0 345.5 590.4 297.7 0.0 218.1 0.0 0.0 66.3 5744.67 96259 5412.64 123511 0 8 75.9 1802 65.1 432 203.0 346.3 586.2 295.6 0.0 218.3 0.0 0.0 65.4 5745.20 96834 5412.60 123439 0 9 76.3 1838 65.7 455 204.0 347.1 587.8 296.3 0.0 218.5 0.0 0.0 65.8 5745.74 97422 5412.56 123368 0 10 77.8 1972 64.5 410 210.0 347.1 605.1 305.1 0.0 218.5 0.0 0.0 65.4 5745.74 0 5412.53 123314 0 11 76.4 1846 68.5 567 208.0 347.1 599.3 302.2 0.0 218.5 0.0 0.0 66.6 5745.74 0 5412.53 123314 0 12 76.6 1864 67.6 530 208.0 349.2 595.7 300.3 0.0 219.1 0.0 0.0 67.7 5747.20 99017 5412.52 123296 0 13 77.8 1972 65.2 436 201.0 349.9 574.5 289.7 0.0 219.3 0.0 0.0 65.7 5747.67 99533 5412.51 123278 0 14 77.9 1982 65.1 432 202.0 350.6 576.1 290.5 0.0 219.5 0.0 0.0 65.3 5748.19 100104 5412.50 123260 0 15 76.2 1829 66.2 474 208.0 351.5 591.8 298.4 0.0 219.7 0.0 0.0 65.5 5748.78 100753 5412.50 123260 0 16 75.6 1776 65.4 444 210.0 352.1 596.5 300.7 0.0 219.8 0.0 0.0 66.2 5749.18 101194 5412.47 123207 0 17 74.3 1666 66.9 502 208.0 352.1 590.8 297.9 0.0 219.8 0.0 0.0 65.4 5749.18 0 5412.42 123117 0 18 75.2 1742 66.2 474 207.0 352.1 588.0 296.4 0.0 219.8 0.0 0.0 66.4 5749.18 0 5412.41 123099 0 19 74.4 1675 67.7 534 207.0 354.1 584.6 294.8 0.0 220.3 0.0 0.0 66.0 5750.54 102699 5412.35 122992 0 20 73.0 1562 69.4 606 184.0 355.0 518.3 261.3 0.0 220.5 0.0 0.0 68.6 5751.16 103388 5412.36 123010 0 21 74.7 1700 66.7 494 208.0 355.6 584.9 294.9 0.0 220.6 0.0 0.0 66.4 5751.58 103855 5412.38 123046 0 22 77.9 1982 65.8 459 199.0 356.3 558.5 281.6 0.0 220.7 0.0 0.0 65.8 5752.07 104401 5412.36 123010 0 23 78.3 2019 66.7 494 181.0 356.9 507.1 255.7 0.0 220.9 0.0 0.0 65.3 5752.47 104847 5412.36 123010 0 24 77.0 1900 66.8 498 201.0 356.9 563.1 283.9 0.0 220.9 0.0 0.0 66.4 5752.47 0 5412.34 122974 0 25 75.7 1785 64.8 421 202.0 356.9 565.9 285.3 0.0 220.9 0.0 0.0 65.5 5752.47 0 5412.33 122956 0 26 71.0 1412 67.2 514 202.0 359.0 562.6 283.7 0.0 221.3 0.0 0.0 65.5 5753.86 106404 5412.30 122902 152 27 63.8 970 65.5 447 201.0 359.6 558.9 281.8 0.0 221.4 0.0 0.0 66.8 5754.27 106865 5412.27 122849 99 28 59.9 778 66.2 474 68.0 359.6 189.1 95.3 0.0 221.4 0.0 0.0 65.8 5754.23 106820 5412.22 122759 44 29 60.2 792 65.3 440 0.0 359.5 0.0 0.0 0.0 221.3 0.0 0.0 65.8 5754.15 106730 5412.21 122742 0 30 60.3 796 64.4 407 0.0 359.3 0.0 0.0 0.0 221.3 0.0 0.0 64.8 5754.05 106618 5412.13 122599 0 31 60.7 815 63.4 371 0.0 359.2 0.0 0.0 0.0 221.3 0.0 0.0 63.9 5753.96 106516 5412.08 122509 0 TOTAL CFS 7238.2 TOTAL AF -1148 -155 5041.0 14356.814356.8 0.0 0.0 0.0 12678 -304 295 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 04/07/00 WATER AND POWER CONTROL DIVISION TIME: 14:18:01 LOVELAND, COLORADO MARCH 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 0.00 152.00 2 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 148.70 3 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 130.00 4 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 73.00 5 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 31.00 6 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 16.00 7 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 16.00 8 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 18.00 9 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 27.00 10 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 15.00 11 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 16.00 12 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 17.00 13 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 15.00 14 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 14.00 15 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 15.00 16 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 12.70 17 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 18.30 18 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 16.00 19 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 15.00 20 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 19.80 21 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 19.00 22 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 18.00 23 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 17.00 24 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 19.00 25 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 18.00 26 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 17.00 27 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 18.00 28 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 16.00 29 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 17.00 30 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 16.00 31 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 18.00 TOTAL CFS 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 978.50 TOTAL AF 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1940.83 ADJUSTMENT AF 20.70 TOTAL FLOW OR DELIVERY AF 1920.13 METERED DELIVERY AF 741.90 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 04/07/00 WATER AND POWER CONTROL DIVISION TIME: 14:18:01 LOVELAND, COLORADO MARCH 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) 13900.40 1 0.00 0.00 0.00 5.00 0.00 0.00 5.00 13910.40 2 0.00 0.00 0.00 6.30 0.00 0.00 6.30 13923.00 3 0.00 0.00 0.00 7.00 0.00 0.00 7.00 13937.00 4 0.00 0.00 0.00 7.00 0.00 0.00 7.00 13951.00 5 0.00 0.00 0.00 7.00 0.00 0.00 7.00 13965.00 6 0.00 0.00 0.00 7.00 0.00 0.00 7.00 13979.00 7 0.00 0.00 0.00 7.00 0.00 0.00 7.00 13993.00 8 0.00 0.00 0.00 7.00 0.00 0.00 7.00 14007.00 9 0.00 0.00 0.00 9.00 0.00 0.00 9.00 14025.00 10 0.00 0.00 0.00 10.00 0.00 0.00 10.00 14045.00 11 0.00 0.00 0.00 10.00 0.00 0.00 10.00 14065.00 12 0.00 0.00 0.00 10.00 0.00 0.00 10.00 14085.00 13 0.00 0.00 0.00 10.00 0.00 0.00 10.00 14105.00 14 0.00 0.00 0.00 10.00 0.00 0.00 10.00 14125.00 15 0.00 0.00 0.00 10.00 0.00 0.00 10.00 14145.00 16 0.00 0.00 0.00 3.30 0.00 0.00 3.30 14151.60 17 0.00 0.00 0.00 6.70 0.00 0.00 6.70 14165.00 18 0.00 0.00 0.00 10.00 0.00 0.00 10.00 14185.00 19 0.00 0.00 0.00 10.00 0.00 0.00 10.00 14205.00 20 0.00 0.00 0.00 8.20 0.00 0.00 8.20 14221.40 21 0.00 0.00 0.00 7.00 0.00 0.00 7.00 14235.40 22 0.00 0.00 0.00 7.00 0.00 0.00 7.00 14249.40 23 0.00 0.00 0.00 7.00 0.00 0.00 7.00 14263.40 24 0.00 0.00 0.00 7.00 0.00 0.00 7.00 14277.40 25 0.00 0.00 0.00 7.00 0.00 0.00 7.00 14291.40 26 0.00 0.00 0.00 7.00 0.00 0.00 7.00 14305.40 27 0.00 0.00 0.00 7.00 0.00 0.00 7.00 14319.40 28 0.00 0.00 0.00 7.00 0.00 0.00 7.00 14333.40 29 0.00 0.00 0.00 7.00 0.00 0.00 7.00 14347.40 30 0.00 39.60 0.00 7.00 0.00 0.00 46.60 14440.60 31 0.00 25.00 0.00 7.00 0.00 0.00 32.00 14504.60 TOTAL CFS 0.00 64.60 0.00 237.50 0.00 0.00 302.10 TOTAL AF 0.00 129.20 0.00 475.00 0.00 0.00 604.20 14504.60 METERED DELIVERY AF 5.20 1108.10 20.70 0.00 1403.40 2537.40 17042.00 TOTAL FLOW OR DELIVERY AF * 5.20 1237.30 0.00 495.70 0.00 1403.40 3141.60 17042.00 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 MARCH 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 0.02 0.00 2. 0. 0.00 0.00 9. 2. 0.00 0.00 0.00 0. 0.00 0. 2 0.00 0.00 2. 0. 0.00 0.00 9. 2. 0.00 0.00 0.00 0. 0.00 0. 3 0.00 0.00 2. 0. 0.00 0.00 9. 2. 0.00 0.00 0.00 0. 0.00 0. 4 0.00 0.00 2. 0. 0.00 0.00 9. 2. 0.00 0.00 0.00 0. 0.00 0. 5 0.03 0.00 2. 0. 0.00 0.00 9. 2. 0.00 0.00 0.00 0. 0.01 0. 6 0.04 0.00 2. 0. 0.05 0.31 9. 2. 0.00 0.00 0.00 0. 0.00 0. 7 0.06 0.10 2. 0. 0.00 0.00 9. 2. 0.00 0.00 0.00 0. 0.00 0. 8 0.00 0.00 2. 0. 0.00 0.13 9. 2. 0.00 0.00 0.00 0. 0.00 0. 9 0.04 0.00 2. 0. 0.05 0.11 9. 2. 0.00 0.00 0.00 0. 0.03 0. 10 0.00 0.00 2. 0. 0.04 0.17 9. 2. 0.00 0.00 0.00 0. 0.00 0. 11 0.26 0.00 2. 0. 0.10 0.01 9. 2. 0.00 0.00 0.00 0. 0.00 0. 12 0.00 0.30 2. 0. 0.10 0.11 9. 2. 0.00 0.00 0.00 0. 0.00 0. 13 0.00 0.00 2. 0. 0.00 0.00 9. 2. 0.00 0.00 0.00 0. 0.00 0. 14 0.00 0.00 2. 0. 0.00 0.00 9. 2. 0.00 0.00 0.00 0. 0.00 0. 15 0.22 0.45 2. 0. 0.27 0.69 9. 2. 0.80 0.20 0.75 0. 0.80 0. 16 0.00 0.00 2. 0. 0.08 0.08 9. 2. 0.00 0.00 0.00 0. 0.09 0. 17 0.00 0.00 2. 0. 0.00 0.00 9. 2. 0.00 0.68 0.00 0. 0.00 0. 18 0.00 0.00 2. 0. 0.00 0.00 9. 2. 0.00 0.00 0.00 0. 0.00 0. 19 0.00 0.00 2. 0. 0.00 0.00 9. 2. 0.00 0.00 0.00 0. 0.00 0. 20 0.00 0.00 2. 0. 0.00 0.00 9. 2. 0.08 0.17 0.12 0. 0.10 0. 21 0.00 0.00 2. 0. 0.00 0.00 9. 2. 0.04 0.00 0.00 0. 0.13 0. 22 0.04 0.00 2. 0. 0.00 0.00 9. 2. 0.00 0.14 0.00 0. 0.00 0. 23 0.02 0.00 2. 0. 0.00 0.00 9. 2. 0.00 0.00 0.00 0. 0.00 0. 24 0.00 0.00 2. 0. 0.00 0.00 9. 2. 0.00 0.00 0.00 0. 0.00 0. 25 0.00 0.00 2. 0. 0.00 0.00 9. 2. 0.00 0.00 0.00 0. 0.00 0. 26 0.00 0.00 2. 0. 0.00 0.03 9. 2. 0.00 0.00 0.00 16. 0.00 25. 27 0.00 0.00 2. 0. 0.00 0.00 9. 2. 0.08 0.00 0.00 11. 0.00 17. 28 0.18 0.00 2. 0. 0.00 0.00 9. 2. 0.00 0.00 0.00 9. 0.00 14. 29 0.00 0.00 2. 0. 0.01 0.02 9. 2. 0.00 0.00 0.00 12. 0.00 20. 30 0.07 0.00 2. 0. 0.01 0.02 9. 2. 0.12 0.37 0.37 -22. 0.18 -6. 31 0.00 0.00 2. 0. 0.01 0.00 9. 2. 0.04 0.00 0.00 9. 0.11 -2. TOTALS 0.98 0.85 53. 10. 0.72 1.68 278. 77. 1.16 1.56 1.24 35. 1.45 68. 1 UPPER COLORADO RIVER DAILY DATA COLLECTION FOR MARCH 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 69 26 40 -1 0.00 17 7 161 307 39 26 0.00 2 51 26 39 22 0.00 20 8 206 304 38 21 0.00 3 28 26 44 9 0.00 20 7 154 299 44 12 0.00 4 35 26 45 2 0.00 17 7 155 299 47 15 0.00 5 176 26 50 7 0.00 20 7 155 299 47 20 0.00 6 35 26 41 6 0.05 17 7 135 298 47 25 0.00 7 100 26 48 20 0.00 20 8 198 295 49 20 0.10 8 45 26 34 14 0.00 19 7 173 296 37 20 0.00 9 91 26 35 16 0.05 21 7 156 299 32 12 0.00 10 86 26 30 -5 0.04 19 7 156 299 29 7 0.00 11 58 26 34 1 0.10 19 7 157 299 40 22 0.00 12 130 26 36 23 0.10 20 8 202 298 33 9 0.30 13 -2 26 41 2 0.00 18 7 126 299 47 12 0.00 14 113 26 40 4 0.00 18 7 155 296 49 25 0.00 15 212 26 37 22 0.27 24 7 200 296 38 18 0.45 16 74 26 29 -14 0.08 17 7 175 296 36 19 0.00 17 59 26 40 -9 0.00 16 8 157 296 44 18 0.00 18 22 26 33 11 0.00 18 7 156 295 34 6 0.00 19 93 26 42 -8 0.00 17 7 154 293 48 25 0.00 20 15 26 42 21 0.00 19 7 154 293 35 14 0.00 21 97 26 46 8 0.00 19 14 155 293 46 16 0.00 22 31 26 44 10 0.00 19 20 200 293 48 15 0.00 23 47 26 43 14 0.00 19 19 155 293 45 27 0.00 24 16 26 41 28 0.00 19 19 155 293 51 20 0.00 25 31 26 46 12 0.00 20 19 173 292 47 29 0.00 26 48 26 44 27 0.00 22 19 167 291 56 23 0.00 27 91 26 50 16 0.00 27 22 186 291 62 24 0.00 28 136 26 51 18 0.00 28 20 216 302 54 22 0.00 29 66 26 42 22 0.01 27 26 211 304 50 29 0.00 30 62 26 44 24 0.01 29 30 213 305 41 20 0.00 31 78 26 31 18 0.01 30 30 114 305 39 11 0.00