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<br />..........................................................................................................................c....... <br /> <br />UPPER RIO GRANDE BASIN <br />Streamflow porecasts - May 1, 2004 <br /> <br />~...=..................................a.............................................................8...__....................... <br /> <br />Porecast Point <br /> <br />porecast <br />Period <br /> <br />Wetter .....>> I <br />I <br />Chance Of Exceeding * ...................... I <br />50\ (Most Probable) 30\ 10\ I 30-YrAvg. <br />(1000AP) (\ AVG,) I (1000AP) (1000AF) I (1000AP) <br />.. .................... .1................... -..... ..... .....-.. <br />120 88 I 125 132 136 <br />I <br />I <br /> <br />Puture Conditions <br /> <br /><<...... Drier ...... <br /> <br />90\ <br />(1000AP) <br /> <br />70\ <br />(1000AP) <br /> <br />Rio Grande at Thirty Mile Bridge <br /> <br />APR-SEP <br /> <br />................~..............a.................................... <br /> <br />97 <br /> <br />101 <br /> <br />86 <br /> <br />106 <br /> <br />Rio Grande Reservoir Inflow <br /> <br />APR-Jt1L <br /> <br />Rio Grande at Wagon Wheel Gap APR-SEP <br /> <br />South Pork Rio Grande at South Pork APR-SEP <br /> <br />Rio Grande nr Del Norte APR-SEP <br /> <br />Saguache Creek nr Saguache APR-SEP <br /> <br />A1amosa Creek abv Terrace Reservoir APR-SEP <br /> <br />La Jara Creek nr capu1in MAR-Jt1L <br /> <br />Trinchera Creek APR-SEP <br /> <br />Sangre de Cristo Creek APR-SEP <br /> <br />Ute Creek APR-SEP <br /> <br />P1atoro Reservoir Inflow APR-Jt1L <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 />CU1ebra Creek at San Luis APR-SEP <br /> <br />Costilla Reservoir inflow MAR-Jt1L <br /> <br />Costilla Creek nr Costilla MAR-Jt1L <br /> <br />109 <br /> <br />255 <br /> <br />104 <br /> <br />405 <br /> <br />14.6 <br /> <br />4.40 <br /> <br />7.4 <br /> <br />2.90 <br /> <br />6.0 <br /> <br />149 <br /> <br />9.7 <br /> <br />13.8 <br /> <br />7.6 <br /> <br />19.1 <br /> <br />90 <br /> <br />51 <br /> <br />48 <br />53 <br /> <br />54 <br /> <br />115 <br /> <br />280 <br /> <br />295 <br /> <br />86 <br /> <br />310 <br /> <br />113 <br /> <br />118 <br /> <br />114 <br /> <br />120 <br /> <br />91 <br /> <br />126 <br /> <br />335 <br /> <br />345 <br /> <br />440 <br /> <br />87 <br /> <br />480 <br /> <br />136 <br /> <br />132 <br /> <br />460 <br /> <br />21 <br /> <br />79 <br /> <br />515 <br /> <br />531 <br /> <br />26 <br /> <br />59 <br /> <br />64 <br /> <br />91 <br /> <br />31 <br /> <br />37 <br /> <br />33 <br /> <br />6.70 <br /> <br />8.30 <br /> <br />9.90 <br /> <br />69 <br /> <br />77 <br /> <br />70 <br /> <br />95 <br /> <br />9.4 <br /> <br />10.8 <br /> <br />12.2 <br /> <br />12.20 <br /> <br />8.70 <br /> <br />90 <br /> <br />5.30 <br /> <br />81 <br /> <br />9.10 <br /> <br />14.2 <br /> <br />12.0 <br /> <br />7.10 <br /> <br />8.3 <br /> <br />80 <br /> <br />11.3 <br /> <br />11. 90 <br /> <br />8.80 <br /> <br />9.8 <br /> <br />53 <br />59 <br /> <br />57 <br />63 <br /> <br />89 <br />89 <br /> <br />13.8 <br /> <br />12.2 <br /> <br />169 <br /> <br />182 <br /> <br />194 <br /> <br />61 <br />67 <br /> <br />66 <br />73 <br /> <br />64 <br />71 <br /> <br />91 <br /> <br />12.1 <br /> <br />14.0 <br /> <br />85 <br /> <br />16.0 <br /> <br />214 <br /> <br />200 <br /> <br />60 <br /> <br />88 <br /> <br />70 <br /> <br />19.1 <br /> <br />16.4 <br /> <br />65 <br /> <br />16.1 <br /> <br />20 <br /> <br />87 <br /> <br />76 <br /> <br />74 <br /> <br />9.0 <br /> <br />10.0 <br /> <br />94 <br /> <br />11.0 <br /> <br />24 <br /> <br />29 <br /> <br />23 <br /> <br />23 <br /> <br />96 <br /> <br />27 <br /> <br />12.4 <br /> <br />10.6 <br /> <br />25 <br /> <br />...................................................................................................0.............................. <br /> <br />31 <br /> <br />26 <br /> <br />I <br />I <br />.................................................................................................................................. <br />... Usable Storage ... I Number This Y~ar as \ of <br />This Last I Watershed of ................. <br />I Year Year Avg I Data Sites Last Yr Average <br />........................................................................I..........~...~.......=.................................. <br />CONTINENTAL 15.0 5.8 5.1 6.6 I ALAMOSA CREEK BASIN 2 664 99 <br />I <br />23.3 I <br /> <br />21.4 I <br /> <br />25.8 I <br /> <br />Reservoir <br /> <br />Usable I <br />Capacity <br /> <br />UPPER RIO GRANDB BASIN <br />Reservoir Storage (1000 AP) - Snd of April <br /> <br />PLATORO <br /> <br />RIO GRANDE <br /> <br />SANCHEZ <br /> <br />103.0 <br /> <br />SANTA MARIA <br /> <br />TERRACS <br /> <br />53" 7 <br /> <br />51.0 <br /> <br />45.0 <br /> <br />13.1 <br /> <br />5.6 <br /> <br />14.4 <br /> <br />15.7 <br /> <br />4.0 <br /> <br />6.6 <br /> <br />7.7 <br /> <br />19.0 <br /> <br />12.8 <br /> <br />9.3 <br /> <br />3.2 <br /> <br />UPPER RIO GRANDS BASIN <br />Watershed Snowpack Analysis - May 1. 2004 <br /> <br />CONBJOS " RIO SAN ANTONIO <br /> <br />CULEBRA " TRINCHERA CREEK <br /> <br />UPPER RIO GRANDB BASIN <br /> <br />11.1 <br /> <br />TOTAL uPPER RIO GRANDE BA 23 <br /> <br />4 <br /> <br />158 <br /> <br />100 <br /> <br />7.8 <br /> <br />5 <br /> <br />151 <br /> <br />133 <br /> <br />12 <br /> <br />222 <br /> <br />96 <br /> <br />186 <br /> <br />102 <br /> <br />Q................................................................................................................................. <br /> <br />. 90\. 70\. 30\. and 10\ chances of exceeding are the probabilities ~hat 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 />