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<br />.....=...........a...**........=..........~.~==..............=...=.....===~..............=....._...=.............................. <br /> <br />UPPER COLORADO RIVER BASIN <br />Streamflow Forecasts - March 1, 2004 <br /> <br />....a...........................................................~==.............=......~......=...=..=..........=...........-=.... <br /> <br />I <<...... Drier .==.a= Future Conditions Wetter __a_.>> <br />I <br />Forecast Point Forecast I ..._..._D:_....._==. Chance Of Exceeding * ..__=..D...._.=.=_..._ <br />Period I 90% , 70% 50% (Most Probable) 30% 10% 30-Yr Avg. <br />I (lOOOAF) (lOOOAF) I (lOOOAF) (% AVG.) I (1000AF) (lOOOAF) I (lOOOAF) <br />=_.............................=............-.....................=-1.................===...1............=..............===....... <br />Lake Granby Inflow APR-JU!. 121 146 I US 73 I 187 225 225 <br />I <br />Willow Creek Reservoir Inflow APR-JUL 23 31 I 37 73 44 55 51 <br />I <br />Williams Fork Reservoir inflow APR-JUL 60 72 I 80 84 89 103 95 <br />I <br />Dillon Reservoir Inflow APR-JUL 71 103 I 125 75 147 179 167 <br />I <br />Green Mountain Reservoir inflow APR-JUL 167 195 I 215 77 236 269 280 <br />I <br /> <br />Muddy Creek blw Wolford Mtn. Resv. APR-JUL 26 38 48 80 61 88 60 <br />Eagle River blw Gypsum APR-JUL 170 214 250 75 292 369 335 <br />Colorado River nr Dotsero APR-JUL 585 890 1100 76 1310 1620 1440 <br />Ruedi Reservoir Inflow APR-JUL 75 94 110 78 128 160 141 <br />Roaring Fork at Glenwood Springs APR-JUL 416 522 600 85 684 817 710 <br />Colorado River nr Cameo APR-JUL 1020 1510 1850 76 2190 2680 2420 <br /> <br />UPPER COLORADO RIVER BASIN <br />Reservoir Storage (1000 AF) - End of February <br /> <br />...........-...........................................=........................................==................................ <br /> <br />UPPER COLORADO RIVER BASIN <br />Watershed Snowpack Analysis - March 1, 2004 <br /> <br />I <br />I <br />......a=a....................................-..........=......==...===........................==.................................= <br />Usable I .*** Usable Storage *** I Number This Year as % of <br />Capacity I This Last I Watershed of ................= <br />I Year Year Avg I Data Sites Last Yr Average <br />................................=..............--==......._.............1===.......................................~.............. <br />216.8 I <br />I <br />281.1 I <br />I <br />70.0 I <br />I <br />26.6 I <br />I <br />68.0 I <br />I <br />12.2 I <br />I <br />57.3 I <br />I <br />6.7 I <br />I <br /> <br />Reservoir <br /> <br />D.ILLON <br /> <br />250.8 <br /> <br />218.6 <br /> <br />126.0 <br /> <br />LAKE GRANB}!' <br /> <br />465.6 <br /> <br />198.2 <br /> <br />23.6 <br /> <br />GREEN MOUNTAIN <br /> <br />139.0 <br /> <br />59.6 <br /> <br />30.9 <br /> <br />HOMESTAKE <br /> <br />43.0 <br /> <br />21.9 <br /> <br />17.0 <br /> <br />RIlED I <br /> <br />102.0 <br /> <br />62.2 <br /> <br />46.3 <br /> <br />VEGA <br /> <br />32.0 <br /> <br />10.9 <br /> <br />WILLIAMS FORK <br /> <br />96.8 <br /> <br />57.8 <br /> <br />WILLOW CREEK <br /> <br />9.0 <br /> <br />7.2 <br /> <br />.................................................................................................................=....__........-~ <br /> <br />TOTAL COLORADO RIVER BASI <br /> <br />48 <br /> <br />90 <br /> <br />84 <br /> <br />4.4 <br /> <br />7.7 <br /> <br />7.1 <br /> <br />BLUE RIVER BASIN <br /> <br />9 <br /> <br />83 <br /> <br />79 <br /> <br />UPPER COLORADO RIVER BASI <br /> <br />37 <br /> <br />84 <br /> <br />80 <br /> <br />MUDDY CREEK BASIN <br /> <br />4 <br /> <br />84 <br /> <br />76 <br /> <br />PLATEAU CREEK BASIN <br /> <br />3 <br /> <br />128 <br /> <br />109 <br /> <br />ROARING FORK BASIN <br /> <br />8 <br /> <br />103 <br /> <br />88 <br /> <br />WILLIAMS FORK BASIN <br /> <br />4 <br /> <br />88 <br /> <br />85 <br /> <br />WILLOW CREEK BASIN <br /> <br />4 <br /> <br />70 <br /> <br />74 <br /> <br />The average is computed for the 1971-2000 base period. <br /> <br />* 90%, 70%, 30%, and 10% chances of exceeding are the probabilities that the actual volume will exceed the volumes in the table. <br /> <br />(1) - The values listed. under the 10% and 90% Chance of Exceeding are actually 5% and 95% exceedance levels. <br />(2) - The value is natural volume - actual volume may be affected by upstream water management. <br />