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<br />..c_._====:==========================================================_============~=...a__==_._=~.___._=__..-..---=-------.------- <br /> <br />ARKANSAS RIVER BASIN <br />Streamflow Forecasts - February 1, 2004 <br /> <br />._.....==_========================================_============.====_===__=._==~==...=..._.____.._.____.____.=_______=___a..___=_= <br /> <br /> <<==:=== Drier ====== Future Conditions Wetter --.-->> <br />Forecast Point Forecast ==================== Chance Of Exceeding * ---.....---..--....... <br /> Period 90% 70% 50% (Most Probable) 30% 10% 30-Yr Avg. <br /> (lOOOAF) (1000AF) (1000AF) (% AVG.) (1000AF) (1000AF) (1000AF) <br />-=--.-=====================================================::===-=== =======.=====_==...=sc_ --......-...--.=..-..===.....=.-..=.. <br />Chalk Creek nr Nathrop APR-SEP 7.1 17.0 24 89 31 41 27 <br />Arkansas River at Salida APR-SEP 132 200 250 81 300 370 310 <br />Grape Creek nr Westcliffe AFR-SEP 2.0 7.7 16.0 82 24 36 19.6 <br />Pueblo Reservoir Inflow AFR-SEP 170 270 335 78 400 500 430 <br />Huerfano River nr Redwing APR-SEP 2.0 7.9 12.0 77 16.1 22 15.5 <br />Cucharas River nr La Veta APR-SEP 1.9 3.3 8.0 62 12.7 19.6 13.0 <br />Trinidad Lake Inflow APR-SEP 4.4 18.0 33 75 48 71 44 <br /> <br />ARKANSAS RIVER BASIN <br />Reservoir Storage (1000 AF) - End of January <br /> <br />.=._._=============================:=================================.===========s.=__.__=...__._.........__.-....-=--.-.-=--..--. <br /> <br />ARKANSAS RIVER BASIN <br />Watershed Snowpack Analysis - February 1, 2004 <br /> <br />I <br />I <br />_=_...=___====:=====================================================..==__===.=====__._...........__.._..=__.__...__:aa.______.___ <br />Usable I *** Usable Storage *** I Number This Year as % of <br />Capacity I This Last I Watershed of _a_..._._._.___.. <br />I Year Year Avg I Data Sites Last Yr Average <br />-==_.====--==============:====:================================~=======-I===..=.=.....=_...._-_._...._.=.._.-.-..--....-...---.--- <br />31.1 I <br />I <br />6.4 I <br />I <br />35.2 I <br />I <br />3.9 I <br />I <br />12.2 I <br />I <br />120.9 I <br />I <br />4.1 I <br />I <br />16.2 I <br />I <br />158.3 I <br />I <br />25.3 I <br />I <br />82.7 I <br />I <br />44.8 I <br />I <br /> <br />Reservoir <br /> <br />ADOBE <br /> <br />70.0 <br /> <br />0.0 <br /> <br />CLEAR CREEK <br /> <br />11.0 <br /> <br />8.0 <br /> <br />GREAT PLAINS <br /> <br />150.0 <br /> <br />0.0 <br /> <br />HOLBROOK <br /> <br />7.0 <br /> <br />0.0 <br /> <br />HORSE CREEK <br /> <br />28.0 <br /> <br />0.0 <br /> <br />JOHN MARTIN <br /> <br />335.7 <br /> <br />31.1 <br /> <br />32.8 <br /> <br />LAKE HENRY <br /> <br />8.0 <br /> <br />4.3 <br /> <br />MEREDITH <br /> <br />42.0 <br /> <br />13.4 <br /> <br />11.7 <br /> <br />PUEBLO <br /> <br />236.7 <br /> <br />97.5 <br /> <br />TRINIDAD <br /> <br />72.3 <br /> <br />16.5 <br /> <br />TURQUOISE <br /> <br />126.6 <br /> <br />67.4 <br /> <br />TWIN LAKES <br /> <br />86.0 <br /> <br />48.8 <br /> <br />_..____=._.=:===_=========:============-=============-====.==_=====..==.._===...:=______:___..........._....._...___==__s_=._.._== <br /> <br />0.0 <br /> <br />6.7 <br /> <br />4.8 <br /> <br />1.7 <br /> <br />0.0 <br /> <br />1.2 <br /> <br />98.6 <br /> <br />15.6 <br /> <br />41.2 <br /> <br />33.5 <br /> <br />UPPER ARKANSAS BASIN <br /> <br />8 <br /> <br />97 <br /> <br />75 <br /> <br />CUCHARAS " HUERFANO RIVER <br /> <br />4 <br /> <br />145 <br /> <br />82 <br /> <br />PURGATOIRE RIVER BASIN <br /> <br />2 <br /> <br />108 <br /> <br />75 <br /> <br />TOTAL ARKANSAS RIVER BASI <br /> <br />13 <br /> <br />110 <br /> <br />76 <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 />