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<br />UPPER RIO GRANDE BASIN <br />Streamflow Forecasts - March 1, 2004 <br /> <br />=.g~.====..g..........~...=..==.......==...D=.......................=.......................................................=....= <br /> <br />Forecast Point <br /> <br />Forecast <br />Period <br /> <br />Rio Grande at Thirty Mile aridga <br /> <br />APR-SEP <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 />sah Antonio River at Ortiz APR-SEP <br /> <br />Los Pinos River nr Ortiz APR-SEP <br /> <br />C~lebra Creek at San Luis APR-SEP <br /> <br />Costilla Reservoir inflow MAR-JUL <br /> <br />Costilla Creek nr Costilla MAR-JUL <br /> <br />Wetter .....>> I <br />I <br />Chance Of Exceeding * .......=.............. I <br />50% (Most Probable) 30% 10% I 30-Yr Avg. <br />(1000AF) (% AVG.) I (1000AF) (1000AF) I (1000AF) <br />.......................1..........................-.......... <br />US 92 145 180 136 <br /> <br /><<...... Drier ...... <br /> <br />90% <br />(1000AF) <br /> <br />180 <br /> <br />270 <br /> <br />13.1 <br /> <br />3.20 <br /> <br />4.6 <br /> <br />3.06 <br /> <br />3.7 <br /> <br />133 <br /> <br />7.7 <br /> <br />6.6 <br /> <br />5.5 <br /> <br />14.1 <br /> <br />70% <br />(1000AF) <br /> <br />87 <br /> <br />77 <br /> <br />88 <br /> <br />47 <br /> <br />47 <br />51 <br /> <br />43 <br /> <br />UPPER RIO GRANDE BASIN <br />Reservoir Storage (1000 AF) - End of February <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 />5.2 <br /> <br />11.0 <br /> <br />12.8 <br /> <br />5.1 <br /> <br />0.3 <br /> <br />7.8 <br /> <br />18.1 <br /> <br />11.8 <br /> <br />11.0 <br /> <br />2.2 <br /> <br />Future Conditions <br /> <br />108 <br /> <br />95 <br /> <br />260 <br /> <br />114 <br /> <br />405 <br /> <br />23 <br /> <br />62 <br /> <br />6.50 <br /> <br />8.2 <br /> <br />5.10 <br /> <br />7.6 <br /> <br />58 <br />63 <br /> <br />176 <br /> <br />12.5 <br /> <br />61 <br /> <br />12.0 <br /> <br />8.2 <br /> <br />21 <br /> <br />110 <br /> <br />310 <br /> <br />132 <br /> <br />495 <br /> <br />8.70 <br /> <br />10.6 <br /> <br />7.90 <br /> <br />10.3 <br /> <br />205 <br /> <br />16.4 <br /> <br />19.0 <br /> <br />10.0 <br /> <br />93 <br /> <br />127 <br /> <br />157 <br /> <br />118 <br /> <br />90 <br /> <br />360 <br /> <br />440 <br /> <br />345 <br /> <br />I <br />I <br />..__a...........................................................a=........._..................._........~......_..__.............. <br />Usable I *** Usable Storage *** I Number This .Year as % of <br />Capacity I This Last I Watershed of ................. <br />I Year Year Avg I Data Sites Last Yr Average <br />........................................................................1............................................=............ <br />CONTINENTAL 15.0 3.3 3.1 5.3 I ALAMOSA CREEK BASIN 2 208 117 <br />I <br />24.3 I <br />I <br />17.6 I <br />I <br />24.1 I <br />I <br />10.6 I <br />I <br />6.7 I <br /> <br />100 <br /> <br />150 <br /> <br />176 <br /> <br />132 <br /> <br />93 <br /> <br />585 <br /> <br />720 <br /> <br />531 <br /> <br />30 <br /> <br />91 <br /> <br />37 <br /> <br />47 <br /> <br />33 <br /> <br />72 <br /> <br />103 <br /> <br />82 <br /> <br />97 <br /> <br />70 <br /> <br />100 <br /> <br />10.90 <br /> <br />14.20 <br /> <br />8.70 <br /> <br />88 <br /> <br />13.0 <br /> <br />16.6 <br /> <br />12.0 <br /> <br />90 <br /> <br />10.70 <br /> <br />14.90 <br /> <br />8.80 <br /> <br />84 <br /> <br />13.0 <br /> <br />16.9 <br /> <br />12.2 <br /> <br />65 <br />71 <br /> <br />102 <br />100 <br /> <br />72 <br />79 <br /> <br />83 <br />91 <br /> <br />64 <br />71 <br /> <br />103 <br /> <br />235 <br /> <br />275 <br /> <br />200 <br /> <br />100 <br /> <br />74 <br /> <br />100 <br /> <br />21 <br /> <br />28 <br /> <br />16.4 <br /> <br />83 <br /> <br />94 <br /> <br />11. 8 <br /> <br />87 <br /> <br />74 <br /> <br />25 <br /> <br />96 <br /> <br />29 <br /> <br />105 <br /> <br />26 <br /> <br />36 <br /> <br />23 <br /> <br />CONEJOS & RIO SAN ANTONIO <br /> <br />CULEBRA & TRINCHERA CREEK <br /> <br />UPPER RIO GRANDE BASIN <br /> <br />TOTAL UPPER RIO GRANDE BA <br /> <br />14.5 <br /> <br />10.6 <br /> <br />36 <br /> <br />26 <br /> <br />UPPER RIO GRANDE BASIN <br />Watershed Snowpack Analysis - March 1, 2004 <br /> <br />4 <br /> <br />140 <br /> <br />107 <br /> <br />5 <br /> <br />110 <br /> <br />100 <br /> <br />12 <br /> <br />178 <br /> <br />109 <br /> <br />23 <br /> <br />150 <br /> <br />108 <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 upetream water management. <br />