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<br />===============================================================================~=======================~========================== <br /> <br />GUNNISON RIVER BASIN <br />Streamflow.Forecasts - March 1, 2003 <br /> <br />Forecast Point <br /> <br />================================================================================================================================== <br /> <br />Wetter =====>> I <br />I <br />==================== Chance Of Exceeding · ====================== 1 <br />Period 1 90% 70% 1 50% (Most Probable) I 30% 10% 1 30-Yr Avg. <br />I (1000AF) (1000AF) 1 (1000AF) (% AVG.) I (1000AF) (1000AF) 1 (1000AF) <br />====================-============================================~===I=======================I===================================== <br />Taylor River blw Taylor Park Resv APR-JUL 43 63 1 77 75 I 91 111 103 <br />1 I <br />I 65 73 1 <br />I 1 <br />1 145 76 1 <br />1 1 <br />1 270 69 I <br />1 I <br />1 22 69 I <br />1 <br />1 <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />1 <br />1 <br />I <br />1 <br />1 <br />1 <br />1 <br />I <br />1 <br />I <br />I <br /> <br />Forecast <br /> <br />Slate River nr Crested Butte <br /> <br />APR-JUL <br /> <br />East River at Almont <br /> <br />APR-JUL <br /> <br />Gunnison River nr Gunnison <br /> <br />APR-JUL <br /> <br />Tomichi Creek at Sargents <br /> <br />APR-JUL <br /> <br />Cochetopa Creek blw Rock Creek <br /> <br />APR-JW, <br /> <br />Tomichi Creek at Gunnison <br /> <br />APR-JUL <br /> <br />Lake Fork at Gateview <br /> <br />APR-JUL <br /> <br />Blue Mesa Reservoir Inflow <br /> <br />APR-JUL <br /> <br />Paohia Reservoir Inflow <br /> <br />MAR - JUN <br />APR-JUL <br /> <br />N,F. Gunnison River nr Somerset <br /> <br />APR-JUL <br /> <br />Surface Creek nr Cedaredge <br /> <br />APR-JUL <br /> <br />Ridgway Reservoir Inflow <br /> <br />APR-JUL <br /> <br />Uncompahgre River at Colona <br /> <br />APR-JUL <br /> <br />Gunnison River nr Grand Junction <br /> <br />APR-JUL <br /> <br />====================================================================================================================a=c=========_. <br /> <br /><<==c=== Drier =c==== <br /> <br />152 <br /> <br />6.8 <br /> <br />2.7 <br /> <br />245 <br /> <br />149 <br /> <br />8.0 <br /> <br />495 <br /> <br />44 <br /> <br />90 <br /> <br />23 <br /> <br />34 <br /> <br />41 <br />36 <br /> <br />49 <br /> <br />50 <br /> <br />GUNNISON RIVER BASIN <br />Reservoir Storage (1000 AF) - End of February <br /> <br />1 <br />1 <br />='= ==== = :i::-= = =-== = == = = = == = = = = == = == = = = = == = = = = == === = ='===:11: == === == == == e= l:Il= = == == = = = = = = = = = = = = ====== = == == = = = = = == = = ====. = == == = == = == = == = === = = == = = = <br />Usable 1 ... Usable Storage ... I' Number This Year as % of <br />Capacity 1 This Last 1 Watershed of ================= <br />1 Year Year Avg 1 Data Sites Last Yr Average <br />========================================================================1========================================~================ <br />BLUE MESA 830.0 295.3 522.4 446.5 I UPPER GUNNISON BASIN 11 148 85 <br />1 <br />9.2 I <br />I <br />3.7 I <br />I <br />2.1 I <br />I <br />113.4 I <br />I <br />4.9 I <br />I <br />60.5 I <br />I <br />65.5 I <br />I <br /> <br />Reservoir <br /> <br />CRAWFORD <br /> <br />14.3 <br /> <br />FRUITGROWERS <br /> <br />4.3 <br /> <br />FRUITLAND <br /> <br />9.2 <br /> <br />MORROW POINT <br /> <br />121. 0 <br /> <br />PAONIA <br /> <br />18.0 <br /> <br />RIDGWAY <br /> <br />83.2 <br /> <br />TAYLOR PARK <br /> <br />106.0 <br /> <br />==================================================================================================~=============================== <br /> <br />4.6 <br /> <br />1.9 <br /> <br />0.7 <br /> <br />111. 0 <br /> <br />5.9 <br /> <br />62.4 <br /> <br />39.7 <br /> <br />111.4 <br /> <br />67.3 <br /> <br />63.3 <br /> <br />56 <br /> <br />123 <br /> <br />220 <br /> <br />16.0 <br /> <br />7.7 <br /> <br />40 <br /> <br />65 <br /> <br />410 <br /> <br />60 <br />58 <br /> <br />198 <br /> <br />10.2 <br /> <br />62 <br /> <br />71 <br /> <br />825 <br /> <br />3.7 <br /> <br />1.9 <br /> <br />1.3 <br /> <br />3.0 <br /> <br />Future Conditions <br /> <br />74 <br /> <br />167 <br /> <br />320 <br /> <br />28 <br /> <br />11.0 <br /> <br />64 <br /> <br />14.3 <br /> <br />86 <br /> <br />89 <br /> <br />55 <br /> <br />68 <br /> <br />72 <br /> <br />202 <br /> <br />192 <br /> <br />86 <br /> <br />68 <br /> <br />107 <br /> <br />390 <br /> <br />390 <br /> <br />520 <br /> <br />72 <br /> <br />630 <br /> <br />37 <br /> <br />32 <br /> <br />74 <br />76 <br /> <br />74 <br />75 <br /> <br />90 <br />97 <br /> <br />19.3 <br /> <br />17.3 <br /> <br />235 <br /> <br />77 <br /> <br />275 <br /> <br />101 <br /> <br />81 <br /> <br />12.0 <br /> <br />70 <br /> <br />14.1 <br /> <br />138 <br /> <br />126 <br /> <br />72 <br /> <br />71 <br /> <br />84 <br /> <br />795 <br /> <br />720 <br /> <br />87 <br /> <br />63 <br /> <br />105 <br /> <br />116 <br />132 <br /> <br />100 <br />102 <br /> <br />1050 <br /> <br />67 <br /> <br />1280 <br /> <br />341 <br /> <br />305 <br /> <br />18.0 <br /> <br />17.1 <br /> <br />106 <br /> <br />102 <br /> <br />135 <br /> <br />139 <br /> <br />1610 <br /> <br />1560 <br /> <br />GUNNISON RIVER BASIN <br />Watershed Snowpack Analysis - March 1, 2003 <br /> <br />SURFACE CREEK BASIN <br /> <br />UNCOMPAHGRE BASIN <br /> <br />TOTAL GUNNISON RIVER BASI <br /> <br />2 <br /> <br />161 <br /> <br />85 <br /> <br />4 <br /> <br />138 <br /> <br />86 <br /> <br />15 <br /> <br />145 <br /> <br />85 <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 />The average is computed for the 1971-2000 base period. <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 />