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UPPER RIO GRAN <br />DE BASIN <br />April 1, 2003 <br />_= Future Conditions = <br />= Chance of Exceeding <br />50% (Most Probable) <br />(1000AF) (% AVG.) <br />77 57 <br />67 57 <br />190 55 <br />75 57 <br />285 54 <br />23 70 <br />35 50 <br />4.30 49 <br />I <br />40 100 <br />40 63 <br />45 63 <br />Wetter <br />j 30% <br />10% j <br />Streamflow <br />Forecasts <br />(1000AF) <br />(1000AF) <br />88 <br />Drier <br />Forecast Point <br />Forecast <br />88 <br />118 <br />235 <br />Period <br />90% <br />70% <br />111 <br />132 <br />(1000AF) <br />(1000AF) <br />Rio Grande at Thirty Mile Bridge <br />APR -SEP <br />56 <br />67 <br />Rio Grande Reservoir Inflow <br />APR -JUL <br />51 <br />60 <br />Rio Grande at Wagon Wheel Gap <br />APR -SEP <br />80 <br />146 <br />South Fork Rio Grande at South Fork <br />APR -SEP <br />39 <br />60 <br />Rio Grande nr Del Norte <br />APR -SEP <br />123 <br />220 <br />Saguache Creek nr Saguache <br />APR -SEP <br />8.4 <br />17.0 <br />Alamosa Creek abv Terrace Reservoir <br />APR -SEP <br />16.9 <br />28 <br />La Jara Creek nr Capulin <br />MAR -JUL <br />1.34 <br />2.50 <br />Trinchera Water Supply <br />APR -SEP <br />20 <br />32 <br />Platoro Reservoir Inflow <br />APR -JUL <br />27 <br />35 <br />UPPER <br />APR -SEP <br />31 <br />39 <br />DE BASIN <br />April 1, 2003 <br />_= Future Conditions = <br />= Chance of Exceeding <br />50% (Most Probable) <br />(1000AF) (% AVG.) <br />77 57 <br />67 57 <br />190 55 <br />75 57 <br />285 54 <br />23 70 <br />35 50 <br />4.30 49 <br />I <br />40 100 <br />40 63 <br />45 63 <br />Wetter <br />j 30% <br />10% j <br />30 -Yr Avg. <br />(1000AF) <br />(1000AF) <br />(1000AF) <br />88 <br />107 <br />136 <br />75 <br />88 <br />118 <br />235 <br />300 <br />345 <br />90 <br />111 <br />132 <br />350 <br />445 <br />531 <br />29 <br />38 ' <br />33 <br />42 <br />53 <br />70 <br />6.10 <br />8.80 <br />8.70 <br />48 <br />60 <br />40 <br />45 <br />53 <br />64 <br />51 <br />59 <br />71 <br />Conejos River nr Mogote <br />APR -SEP <br />77 <br />107 <br />( <br />127 64 <br />147 <br />177 <br />200 <br />San Antonio River at Ortiz <br />APR -SEP <br />5.7 <br />8.1 <br />10.0 61 <br />12.1 <br />15.5 <br />16.4 <br />Loa, Pinos River nr Ortiz <br />APR -SEP <br />25 <br />36 <br />' <br />43 58 i <br />50 <br />61 <br />74 <br />Culebra Creek at San Luis <br />APR -SEP <br />13.4 <br />21 <br />I <br />27 117 <br />- 33 <br />41 <br />23 <br />Costilla Reservoir inflow <br />MAR -JUL <br />6.9 <br />9.3 <br />11.0 104 <br />12.7 <br />15.1 <br />10.6 <br />Costilla Creek nr Costilla <br />MAR -JUL <br />17.0 <br />23 <br />27 104 <br />31 <br />37 <br />26 <br />UPPER <br />RIO GRANDE BASIN <br />UPPER RIO GRANDE BASIN <br />Reservoir Storage <br />(1000 AF) - End <br />of March <br />Watershed Snowpack Analysis <br />- April <br />1, 2003 <br />Usable <br />* ** Usable Storage <br />* ** <br />Number <br />This <br />Year as % of <br />Reservoir <br />Capacity <br />This <br />Last <br />Watershed of <br />Year <br />Year <br />Avg <br />Data Sites <br />Last <br />Yr Average <br />CONTINENTAL <br />15.0 <br />3.7 <br />4.0 <br />5.9 <br />ALAMOSA CREEK BASIN 2 <br />161 <br />40 <br />PLATORO <br />53.7 <br />8.0 <br />16.8 <br />24.5 <br />CONEJOS & RIO SAN ANTONIO 4 <br />196 <br />77 <br />RIO GRANDE <br />51.0 <br />19.0 <br />13.8 <br />19.3 <br />CULEBRA & TRINCHERA CREEK 5 <br />295 <br />134 <br />SANCHEZ <br />103.0 <br />12.5 <br />24.3 <br />24.9 <br />UPPER RIO GRANDE BASIN 12 <br />159 <br />58 <br />SANTA MARIA <br />45.0 <br />10.8 <br />7.7 <br />10.8 I <br />TOTAL UPPER RIO GRANDE BA 23 <br />200 <br />76 <br />TERRACE <br />13.1 <br />2.7 <br />4.0 <br />7.6 <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 />The average is computed for the 1971 -2000 base period. <br />(1) - The values listed under the 10% and 90% Chance of Exceeding are actually 5% and 951 exceedance levels. <br />(2) - The value is natural volume - actual volume may be affected by upstream water management. <br />4 <br />