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<br />=============================================================-=================3======_=========================================== <br /> <br />UPPER RIO GRANDE BASIN <br />Streamflow Forecasts - January 1, 2003 <br /> <br />Forecast Point <br /> <br />================================================================================================================================== <br /> <br />1 <<====== Drier ====== Future Condit.ions <br />I <br />Forecast I ===========--======= Chance Of Exceeding * ====================== <br />Period 1 90% 70% I 50% (Most probable)' I 30% 10% I 30-Yr Avg. <br />1 (1000AF) (1000AF) I (1000AF) (% AVG.) 1 (1000AF) (1000AF) 1 (1000AF) <br />====================================================================1=======================1===================================== <br />Rio Grande at Thirty Mile Bridge APR-SEP 56 72 85 63 1 101 129 136 <br />1 <br />1 <br />I <br />I <br />1 <br />1 <br />1 <br />I <br />I <br />I <br />I <br />I <br />1 <br />1 <br />I <br />I <br />1 <br />1 <br />1 <br />I <br />I <br />I <br />I <br />I <br />1 <br />1 <br />I <br />I <br />I <br />I <br />I <br />I <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 Fork Rio Grande at South Fork <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 Water Supply <br /> <br />APR-SEP <br /> <br />P1atoro 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 />CU1ebra Creek 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 />===~======--=================-g====-=======.=.===========z__============================================================:========= <br /> <br />104 <br /> <br />6.6 <br /> <br />17.1 <br /> <br />2.17 <br /> <br />504 <br /> <br />3.0 <br /> <br />17.7 <br /> <br />3,2 <br /> <br />4.5 <br /> <br />11.6 <br /> <br />53 <br /> <br />83 <br /> <br />40 <br /> <br />2"2 <br />25 <br /> <br />62 <br /> <br />UPPER RIO GRANDE BASIN <br />ReservOir Storage (1000 AF) - End of December <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 />7.8 <br /> <br />16.3 <br /> <br />10.8 <br /> <br />11.1 <br /> <br />1.8 <br /> <br />14.1 <br /> <br />10.0 <br /> <br />23.7 <br /> <br />7.2 <br /> <br />2.7 <br /> <br />67 <br /> <br />177 <br /> <br />64 <br /> <br />264 <br /> <br />16.4 <br /> <br />34 <br /> <br />3.34 <br /> <br />13.2 <br /> <br />35 <br />39 <br /> <br />111 <br /> <br />7.4 <br /> <br />11,4 <br /> <br />78 <br /> <br />66 <br /> <br />Wetter =====>> <br /> <br />305 <br /> <br />108 <br /> <br />480 <br /> <br />8.06 <br /> <br />177 <br /> <br />16.3 <br /> <br />71 <br /> <br />23 <br /> <br />12.3 <br /> <br />30 <br /> <br />CONEJOS &. RIO SAN ANTONIO <br /> <br />91 <br /> <br />116 <br /> <br />lIB <br /> <br />I <br />1 <br />================================.=====..=========~======.======.=====.=~===.=.===~==========.===========================:========= <br />Usable I *** Usable Storage *** I Number This Year as % of <br />Capacity I This Last I Watershed of ================= <br />1 Year Year Avg I Data Sites Last Yr Average <br /> <br />~;;;~;;;;~============~~~~~~~==========~;:~==~===;:~======;:~=======:;=I===~;;~=~;;;;=~;~;=========~=======~;~========;;===== <br />1 <br />24.3 I <br />1 <br />15.1 1 <br />I <br />23.9 I <br />I <br />10.1 1 <br />1 <br />5.6 I <br />I <br /> <br />40 <br /> <br />11. 7 <br /> <br />17.4 <br /> <br />241 <br /> <br />70 <br /> <br />CULEBRA &. TRINCHERA CREEK <br /> <br />399 <br /> <br />345 <br /> <br />7.9 <br /> <br />10.1 <br /> <br />86 <br /> <br />65 <br /> <br />TOTAL UPPER RIO GRANDE BA <br /> <br />140 <br /> <br />132 <br /> <br />19,6 <br /> <br />372 <br /> <br />70 <br /> <br />640 <br /> <br />531 <br /> <br />23 <br /> <br />70 <br /> <br />30 <br /> <br />39 <br /> <br />33 <br /> <br />45 <br /> <br />64 <br /> <br />56 <br /> <br />73 <br /> <br />70 <br /> <br />5.70 <br /> <br />66 <br /> <br />11. 53 <br /> <br />8.70 <br /> <br />26 <br /> <br />65 <br /> <br />39 <br /> <br />58 <br /> <br />40 <br /> <br />43 <br />48 <br /> <br />67 <br />68 <br /> <br />52 <br />57 <br /> <br />64 <br />71 <br /> <br />64 <br />71 <br /> <br />144 <br /> <br />72 <br /> <br />226 <br /> <br />200 <br /> <br />70 <br /> <br />55 <br /> <br />75 <br /> <br />25 <br /> <br />16.4 <br /> <br />76 <br /> <br />95 <br /> <br />25 <br /> <br />96 <br /> <br />93 <br /> <br />74 <br /> <br />32 <br /> <br />23 <br /> <br />15.7 <br /> <br />10,6 <br /> <br />38 <br /> <br />26 <br /> <br />UPPER RIO GRANDE BASIN <br />Watershed Snowpack Analysis - January 1, 2003 <br /> <br />2 <br /> <br />123 <br /> <br />74 <br /> <br />UPPER RIO GRANDE BASIN <br /> <br />3 <br /> <br />122 <br /> <br />83 <br /> <br />4 <br /> <br />151 <br /> <br />59 <br /> <br />10 <br /> <br />132 <br /> <br />67 <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 upstream water management. <br />