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<br />.......................-..._.............._...~................................................................................... <br /> <br />UPPER RrO GRANDE BASrN <br />Streamflow porecasts - January 1, 2004 <br /> <br />Porecast Point <br /> <br />..................-.................................................................................................c............. <br /> <br />Porecast <br />Period <br /> <br />Rio Grande Reservoir Inflow <br /> <br />APR-JUL <br /> <br />Rio Grande at Wagon Wheel Gap <br /> <br />APR-SEP <br /> <br />South Pork Rio Grande at South Pork <br /> <br />APR-SEP <br /> <br />Rio Grande nr Del Norte <br /> <br />APR-SEP <br /> <br />Saguache Creek nr Saguache <br /> <br />APR-SEP <br /> <br />Alamosa Creek abv Terrace Reservoir <br /> <br />APR_SEP <br /> <br />La Jara Creek nr Capulin <br /> <br />MAR-JUL <br /> <br />Trinchera Creek <br /> <br />APR-SEP <br /> <br />Sangre de Cristo Creek <br /> <br />APR-SEP <br /> <br />Ute Creek <br /> <br />APR-SEP <br /> <br />Platoro Reservoir Inflow <br /> <br />APR-JUL <br />APR-SEP <br /> <br />Conejos River nr Mogote <br /> <br />APR-SEP <br /> <br />San Antonio River at Ortiz <br /> <br />APR-SEP <br /> <br />Los Pinos River nr Ortiz <br /> <br />APR-SEP <br /> <br />CulebraCreek at San Luis <br /> <br />APR-SEP <br /> <br />Costilla Reservoir inflow <br /> <br />MAR-JUL <br /> <br />Costilla Creek nr Costilla <br /> <br />MAR-JUL <br /> <br />......................................................................................................~........................... <br /> <br /><<...... Drier ...... <br /> <br />220 <br /> <br />103 <br /> <br />330 <br /> <br />12.6 <br /> <br />4.20 <br /> <br />1.5 <br /> <br />0.49 <br /> <br />1.4 <br /> <br />138 <br /> <br />5.3 <br /> <br />33 <br /> <br />2.8 <br /> <br />2.4 <br /> <br />5.9 <br /> <br />86 <br /> <br />52 <br /> <br />49 <br />54 <br /> <br />UPPER RIO GRANDE BASIN <br />Reservoir Storage (1000 AP) - End of December <br /> <br />Wetter .....>> I <br />I <br />.................... Chance Of Exceeding * ...................... I <br />90% 70% 50% (Most PrObable) 30% 10% I 30-Y:r Avg. <br />I (1000AP) (1000AP) I (1000AP) (% AVG.) I (1000AP) (1000AF) I (lOOOAP) <br />..................._.._=......._..._..a.............................1.......................1..................................... <br />Rio Grande at Thirty Mile Bridge APR-SEP 95 122 I 145 107 I 172 220 136 <br />I I <br />I 127 108 I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br /> <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br /> <br />Reservoir <br /> <br />PLATORO <br /> <br />53.7 <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 />4.9 <br /> <br />7.6 <br /> <br />12.6 <br /> <br />4.6 <br /> <br />0.0 <br /> <br />7.8 <br /> <br />16.3 <br /> <br />10.8 <br /> <br />11.1 <br /> <br />1.8 <br /> <br />108 <br /> <br />315 <br /> <br />135 <br /> <br />490 <br /> <br />22 <br /> <br />69 <br /> <br />7.60 <br /> <br />5.4 <br /> <br />2.60 <br /> <br />5.1 <br /> <br />62 <br />68 <br /> <br />187 <br /> <br />10.8 <br /> <br />56 <br /> <br />11.3 <br /> <br />5.8 <br /> <br />14.3 <br /> <br />Future Conditions <br /> <br />10.00 <br /> <br />5.80 <br /> <br />15.6 <br /> <br />17.0 <br /> <br />19.3 <br /> <br />149 <br /> <br />380 <br /> <br />110 <br /> <br />445 <br /> <br />188 <br /> <br />118 <br /> <br />I <br />I <br />...._..............~.............................................................................................................. <br />Usable I -** Usable Storage *** I Number This Year 'as % of <br />Capacity I This Last I Watershed of ................. <br />Year Year Avg I Data Sites Last Yr Average <br />........................................................................j......................................................... <br />CONTINENTAL 15.0 2.1 2.1 4.9 I ALAMOSA CREEK BASIN 1 215 124 <br />I <br />24.3 I <br />I <br />15.1 I <br />I <br />23.9 I <br />I <br />10.1 I <br />I <br />5.6 I <br />I <br /> <br />157 <br /> <br />119 <br /> <br />179 <br /> <br />540 <br /> <br />345 <br /> <br />600 <br /> <br />113 <br /> <br />710 <br /> <br />210 <br /> <br />132 <br /> <br />29 <br /> <br />88 <br /> <br />870 <br /> <br />531 <br /> <br />80 <br /> <br />114 <br /> <br />36 <br /> <br />45 <br /> <br />33 <br /> <br />115 <br /> <br />12.40 <br /> <br />91 <br /> <br />108 <br /> <br />70 <br /> <br />8.0 <br /> <br />67 <br /> <br />10.6 <br /> <br />15.80 <br /> <br />8.70 <br /> <br />66 <br /> <br />9.00 <br /> <br />14.5 <br /> <br />12.0 <br /> <br />8.0 <br /> <br />66 <br /> <br />10.9 <br /> <br />13.70 <br /> <br />8.80 <br /> <br />70 <br />77 <br /> <br />109 <br />109 <br /> <br />15.1 <br /> <br />12.2 <br /> <br />220 <br /> <br />110 <br /> <br />255 <br /> <br />78 <br />86 <br /> <br />91 <br />100 <br /> <br />64 <br />71 <br /> <br />95 <br /> <br />21 <br /> <br />300 <br /> <br />200 <br /> <br />71 <br /> <br />96 <br /> <br />31 <br /> <br />16.4 <br /> <br />74 <br /> <br />23 <br /> <br />86 <br /> <br />109 <br /> <br />74 <br /> <br />8.0 <br /> <br />76 <br /> <br />10.2 <br /> <br />31 <br /> <br />23 <br /> <br />74 <br /> <br />24 <br /> <br />13.6 <br /> <br />10.6 <br /> <br />32 <br /> <br />26 <br /> <br />UPPER RIO GRANDE BASIN <br />Watershed Snowpeck Analysis - Janua:ry 1, 2004 <br /> <br />2 <br /> <br />132 <br /> <br />98 <br /> <br />CONEJOS " RIO SAN ANTONIO <br /> <br />CULEBRA " TRINCHBRA CREEK <br /> <br />UPPER RIO GRANDE BASIN <br /> <br />TOTAL UPPER RIO GRANDE BA <br /> <br />3 <br /> <br />103 <br /> <br />69 <br /> <br />4 <br /> <br />152 <br /> <br />90 <br /> <br />10 <br /> <br />133 <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 unde:r 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 />