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<br /> <br /> <br />====================~=== <br /> <br />~================= <br />, <br /> <br />'================================~ <br /> <br />UPPER RIO GRANDE BASIN <br /> <br />(\C\~~~:~==============::::::::~:=~~~:~::::=:=~~:~:=:~=:~~:====================== <br /> <br />\J , <=== Drier === Future Conditions === Wetter ===> I <br />I ,~ ". I <br />"For~~~:~a=~ ,I. ;;;=======;;;= Cha~~: ~~o~~C~~~~fgl* ;;;=======~;;= I 30 Yr Avg <br />Period I (1000AF) (1000AF) I (1000AF) (% AVG.II (1000AF) (1000AF) I (1000AF) <br /> <br />================================================================================ <br /> <br />Rio Grande at Thirty Mile Bridge <br /> APR-SEP 115 140 160 120 183 222 133 <br />Rio Grande Reservoir Inflow <br /> APR-JUL 106 125 140 119 ' 157 184 118 <br />Rio Grande at Wagon Wheel Gap <br /> APR-SEP 290 )56 400 121 - 444 510 3)0 <br />South Fork Rio Grande atlSouth Fork <br /> APR-SEP 114 135 150 114 165 186 132 <br />Rio Grande nr Del Norte <br /> APR-SEP 458 555 620 119 685 782 520 <br />Saguache Creek nr Saguache <br /> APR-SEP 24 )) )9 115 45 54 34 <br />Alamosa Creek abv Terrace Reservoir <br /> APR-SEP 47 58 65 94 72 8) 69 <br />La Jara Creek nr Capulin <br /> MAR-JUL 3.65 6.30 8.10 94 9.90 12.55 8.60 <br />Trinchera Water Supply <br /> APR-SEP 17.) 29 37 123 45 57 30 <br />Platoro Reservoir Inflow <br /> APR-JUL 45 53 58 98 63 71 59 <br /> APR-SEP 50 58 64 99 70 78 65 <br />Canejas'River nr Mogote <br /> APR-SEP 136 166 186 93 206 236 201 <br />San Antonio River at Ortiz <br /> APR-SEP 6.7 9.3 11.3 71 13.5 17.1 16.0 <br />Los Pinos River nr ortiz <br /> APR-SEP 47 58 65 90 72 8) 72 <br />Culebra Creek at San Luis <br /> APR-SEP 11.4 19.5 25 125 31 39 20 <br />Costilla Reservoir inflow <br /> MAR-JUL 6.41 8.84 10.50 115 12.16 14.59 9.10 <br />Costilla Creek nr Costilla <br /> MAR-JUL 16.1 22 26 118 30 36 22 <br /> <br />==============~================================================================= <br /> <br />* 90%, 70%, 30%1 and 10% chances of exceeding are the probabilities that the <br />actual volume will exceed the volumes in the table. <br /> <br />The average is computed for the 1961-1990'base period. <br /> <br />~l) The values listed under the 10% and 90% Chance of Exceeding are <br />actually 5% and 95% exceedance levels. <br />(2) - The value is natural volume - actual volume may be affected by upstream <br />water management. <br />Watershed Snowpack Analysls - Aprll 1, ~OOl <br /> <br />================================================================================ <br /> <br />Watershed <br /> <br />Number of <br />Data Sites <br /> <br />This Year as Percent of <br />Last Year Average <br /> <br />==================~============================================================= <br /> <br />ALAMOSA CREEK BAS>N <br />CONEJOS & R>O SAN ANTONIO SA <br />CULESRA & TRINCHERA CREEK BA <br />UPPER RIO GRANDE BASIN <br />TOTAL UPPER RIO GRANDE BASIN <br /> <br />2 <br />5 <br />5 <br />11 <br />24 <br /> <br />253 <br />169 <br />118 <br />181 <br />169 <br /> <br />90 <br />88 <br />124 <br />110 <br />1M <br /> <br /> <br />, <br /> <br />-- <br />