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Last modified
7/29/2009 1:55:43 PM
Creation date
3/27/2008 12:16:17 PM
Metadata
Fields
Template:
Water Supply Protection
File Number
8040.800
Description
Water Resources for Colorado
State
CO
Date
2/1/2004
Author
US Dept of Agriculture - Natural Resoruces Conservation Service
Title
Colorado Basin Outlook Report February 1, 2004
Water Supply Pro - Doc Type
Data
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<br />=_=_._.___======s_=~==================================================~~===============_s__.=_==_==__.._=..___==_____=_c_===____=_ <br /> <br />UPPER RIO GRANDE BASIN <br />Streamflow Forecasts - February I, 2004 <br /> <br />~-=.===-===-=============================&==================================...=====.=....-...---.--.-.--.......----...-..=-...... <br /> <br />Forecast Point <br /> <br />Forecast <br />Period <br /> <br /><<====== Drier ====== Future Conditions <br /> <br />90% <br />(1000AF) <br /> <br />70% <br />(1000AF) <br /> <br />Wetter -==..>> <br /> <br />Chance Of Exceeding * <br />50% (Most Probable) <br />(1000AF) (% AVG.) <br /> <br />30% <br />(1000AF) <br /> <br />10% <br />(1000AF) <br /> <br />30-Yr Avg. <br />(1000AF) <br /> <br />Rio Grande at Thirty Mile Bridge APR-SEP <br /> <br />=s=____======._===========================-========================= ======================= ====._=.---..=====_.__._.==.====~.==- <br /> <br />118 <br /> <br />Rio Grande Reservoir Inflow APR-JUL <br /> <br />Rio Grande at Wagon Wheel Gap APR-SEP <br /> <br />South Fork Rio Grande at South Fork APR-SEP <br /> <br />Rio Grande nr Del Norte APR-SEP <br /> <br />Saguache Creek nr Saguache APR-SEP <br /> <br />Alamosa Creek abv Terrace Reservoir APR-SEP <br /> <br />La Jara Creek nr Capulin MAR-JUL <br /> <br />Trinchera Creek APR-SEP <br /> <br />Sangre de Cristo Creek APR-SEP <br /> <br />Ute Creek APR-SEP <br /> <br />Platoro Reservoir Inflow APR-JUL <br />APR-SEP <br /> <br />Conejos River nr Mogote APR-SEP <br /> <br />San Antonio River at Ortiz APR-SEP <br /> <br />Los Pinos River nr Ortiz APR-SEP <br /> <br />Culebra Creek at San Luis APR-SEP <br /> <br />Costilla Reservoir inflow MAR-JUL <br /> <br />Costilla Creek nr Costilla MAR-JUL <br /> <br />220 <br /> <br />102 <br /> <br />350 <br /> <br />11.2 <br /> <br />4.10 <br /> <br />2.6 <br /> <br />1. 32 <br /> <br />2.2 <br /> <br />133 <br /> <br />5.7 <br /> <br />3.0 <br /> <br />2.3 <br /> <br />5.7 <br /> <br />90 <br /> <br />80 <br /> <br />47 <br /> <br />7.30 <br /> <br />3.70 <br /> <br />51 <br />56 <br /> <br />11.2 <br /> <br />37 <br /> <br />10.3 <br /> <br />12.4 <br /> <br />112 <br /> <br />99 <br /> <br />300 <br /> <br />131 <br /> <br />480 <br /> <br />22 <br /> <br />64 <br /> <br />6.4 <br /> <br />6.3 <br /> <br />62 <br />69 <br /> <br />179 <br /> <br />59 <br /> <br />5.1 <br /> <br />130 <br /> <br />96 <br /> <br />151 <br /> <br />189 <br /> <br />136 <br /> <br />115 <br /> <br />98 <br /> <br />133 <br /> <br />166 <br /> <br />480 <br /> <br />345 <br /> <br />350 <br /> <br />101 <br /> <br />400 <br /> <br />199 <br /> <br />132 <br /> <br />150 <br /> <br />114 <br /> <br />169 <br /> <br />790 <br /> <br />531 <br /> <br />570 <br /> <br />660 <br /> <br />47 <br /> <br />33 <br /> <br />107 <br /> <br />29 <br /> <br />88 <br /> <br />36 <br /> <br />103 <br /> <br />70 <br /> <br />75 <br /> <br />86 <br /> <br />14.90 <br /> <br />8.70 <br /> <br />107 <br /> <br />9.50 <br /> <br />109 <br /> <br />11.70 <br /> <br />15.4 <br /> <br />12.0 <br /> <br />9.0 <br /> <br />75 <br /> <br />11.6 <br /> <br />13.80 <br /> <br />8.80 <br /> <br />6.60 <br /> <br />75 <br /> <br />9.50 <br /> <br />15.8 <br /> <br />12.2 <br /> <br />9.0 <br /> <br />74 <br /> <br />11.7 <br /> <br />89 <br />98 <br /> <br />64 <br />71 <br /> <br />70 <br />77 <br /> <br />78 <br />85 <br /> <br />285 <br /> <br />200 <br /> <br />109 <br />109 <br /> <br />210 <br /> <br />105 <br /> <br />240 <br /> <br />22 <br /> <br />16.4 <br /> <br />16.0 <br /> <br />98 <br /> <br />32 <br /> <br />89 <br /> <br />III <br /> <br />74 <br /> <br />74 <br /> <br />100 <br /> <br />24 <br /> <br />23 <br /> <br />17.0 <br /> <br />74 <br /> <br />34 <br /> <br />11.7 <br /> <br />10.6 <br /> <br />7.0 <br /> <br />66 <br /> <br />8.9 <br /> <br />===._____==============================================================_===========.===......===_=_......=___===_=a____=._._s=_==_ <br /> <br />22 <br /> <br />28 <br /> <br />26 <br /> <br />17.0 <br /> <br />65 <br /> <br />Reservoir <br /> <br />Usable I <br />Capacity I <br />I <br /> <br />I <br />I <br />=----=====-=========================================-=============:==========-.-.-===...=.--.---=--=-.-=.-.-...-------..-=--=-.-=- <br />*** I <br />I <br />Avg I <br /> <br />This Year as % of <br /> <br />UPPER RIO GRANDE BASIN <br />Reservoir Storage (1000 AF) - End of January <br /> <br />*** Usable Storage <br />This Last <br />Year Year <br /> <br />UPPER RIO GRANDE BASIN <br />Watershed Snowpack Analysis - February I, 2004 <br /> <br />Watershed <br /> <br />Number <br />of <br />Data Sites <br /> <br />Last Yr <br /> <br />Average <br /> <br />PLATORO <br /> <br />53.7 <br /> <br />_____._==._.=====:=_=====================_=:=============.===========_z= ====.~===_.__cz.===__==_s._z_..__..=_____.___.._.___..a=a <br /> <br />115 <br /> <br />CONTINENTAL <br /> <br />15.0 <br /> <br />RIO GRANDE <br /> <br />51.0 <br /> <br />SANCHEZ <br /> <br />103.0 <br /> <br />SANTA MARIA <br /> <br />45.0 <br /> <br />TERRACE <br /> <br />13.1 <br /> <br />==--..--..=:===================================================-====-==-====._:.._=====-==-=---=.._-==.=:...=:=-.-.--.--.--..-.... <br /> <br />2.8 <br /> <br />5.1 <br /> <br />9.9 <br /> <br />12.7 <br /> <br />5.0 <br /> <br />0.0 <br /> <br />2.7 <br /> <br />7.8 <br /> <br />17.7 <br /> <br />11.3 <br /> <br />11.1 <br /> <br />2.1 <br /> <br />24.7 <br /> <br />16.5 <br /> <br />24.1 <br /> <br />10.5 <br /> <br />5.8 <br /> <br />ALAMOSA CREEK BASIN 2 <br /> <br />247 <br /> <br />123 <br /> <br />CONBJOS & RIO SAN ANTONIO 4 <br /> <br />CULEBRA & TRINCHERA CREEK 5 <br /> <br />UPPER RIO GRANDE BASIN 12 <br /> <br />TOTAL UPPER RIO 'GRANDE BA 23 <br /> <br />6.1 <br /> <br />177 <br /> <br />113 <br /> <br />73 <br /> <br />212 <br /> <br />114 <br /> <br />181 <br /> <br />106 <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 />
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