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<br />=~~======~===================-====================-================================~==========================a=_=_==_============ <br /> <br />UPPER RIO GRANDE BASIN <br />Streamflow Forecasts - May 1, 2003 <br /> <br />Forecast Point <br /> <br />=a===_c====__===:=_==============================_====a==__====_.._=__=_._.____==_______=__====_====___________=__=_==_===_______= <br /> <br />I <<====== Drier ====== Future Conditions <br />I <br />Forecast I _=====s====_===_==== Chance Of Exceeding . ====a===_.===_=~====== <br />Period I 90% 70% 50% (Most Probable) I 30% 10% 30-Yr Avg. <br />I (1000AF) (1000AF) I (1000AF) (% AVG,) (1000AF) (1000AF) I (1000AF) <br />.======-======._===================__==========a_=====-===-===--=-==1-========._===_._._===.,========_.====_=====-===-==__==_.=c== <br />Rio Grande at Thirty Mile Bridge APR-SEP 58 61 I 64 47 67 71 136 <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 />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 />, <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 />Platoro Reservoir Inflow <br /> <br />APR-JUL <br />APR-SEP <br /> <br />Conejds 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 />Culebra 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 />==-=====-=-====----._._=======_....=--=_._=..==.=----=-====-=---.=====...===.-.-.-.=====-====..-===-========-=.....=====-========= <br /> <br />19.0 <br /> <br />1.84 <br /> <br />18.0 <br /> <br />13.6 <br /> <br />7.6 <br /> <br />18.0 <br /> <br />UPPER RIO GRANDE BASIN <br />Reservoir Storage (1000 AF) - End of April <br /> <br />49 <br /> <br />117 <br /> <br />49 <br /> <br />175 <br /> <br />9.6 <br /> <br />2.40 <br /> <br />28 <br />32 <br /> <br />87 <br /> <br />5.6 <br /> <br />27 <br /> <br />19.0 <br /> <br />53 <br /> <br />140 <br /> <br />59 <br /> <br />210 <br /> <br />16.0 <br /> <br />27 <br /> <br />26 <br /> <br />33 <br />38 <br /> <br />107 <br /> <br />7.5 <br /> <br />33 <br /> <br />9.0 <br /> <br />22 <br /> <br />Wetter ::za===>> <br /> <br />55 <br /> <br />47 <br /> <br />58 <br /> <br />61 <br /> <br />118 <br /> <br />155 <br /> <br />45 <br /> <br />170 <br /> <br />195 <br /> <br />345 <br /> <br />65 <br /> <br />49 <br /> <br />71 <br /> <br />81 <br /> <br />132 <br /> <br />230 <br /> <br />43 <br /> <br />250 <br /> <br />285 <br /> <br />531 <br /> <br />21 <br /> <br />64 <br /> <br />26 <br /> <br />32 <br /> <br />33 <br /> <br />32 <br /> <br />46 <br /> <br />37 <br /> <br />45 <br /> <br />70 <br /> <br />4.00 <br /> <br />46 <br /> <br />5.60 <br /> <br />7,90 <br /> <br />8.70 <br /> <br />31 <br /> <br />78 <br /> <br />36 <br /> <br />44 <br /> <br />40 <br /> <br />37 <br />42 <br /> <br />58 <br />59 <br /> <br />41 <br />46 <br /> <br />46 <br />52 <br /> <br />64 <br />71 <br /> <br />120 <br /> <br />60 <br /> <br />133 <br /> <br />153 <br /> <br />200 <br /> <br />9.0 <br /> <br />55 <br /> <br />10.6 <br /> <br />13.2 <br /> <br />16.4 <br /> <br />38 <br /> <br />51 <br /> <br />43 <br /> <br />49 <br /> <br />74 <br /> <br />23 <br /> <br />100 <br /> <br />27 <br /> <br />32 <br /> <br />23 <br /> <br />10.0 <br /> <br />94 <br /> <br />11.0 <br /> <br />12.4 <br /> <br />10.6 <br /> <br />24 <br /> <br />92 <br /> <br />26 <br /> <br />30 <br /> <br />26 <br /> <br />UPPER RIO GRANDE BASIN. <br />Watershed Snowpack Analysis - May 1, 2003 <br /> <br />Reservoir <br /> <br />==~====-=============z=========~=====_===_z======_================================_==_=====================.==____=z============== <br /> <br />Usable I *** Usable Storage *** I Number This Year as % of <br />Capacity' This Last I Watershed of =___====_======== <br />I Year Year Avg I Data Sites Last Yr Average <br />==---===-==========----===-=-===---=======-======-=_..=====-==-_...====.1===_.==_===__===========.==========_.._=__====_=__==_==== <br />6.6 I <br />I <br />23.3 I <br />, <br />21,4 I <br /> <br />25.8 I <br />, <br />11.1 I <br />I <br />7.8 I <br />I <br /> <br />CONTINENTAL <br /> <br />15.0 <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 />.=-====.====.=-===-_.=.=._-===..==_====_...c==~====.._===_=_____.===_=_=_.__=_....===._.._._==..=....=..=___.==_=......._====..... <br /> <br />5.1 <br /> <br />7.7 <br /> <br />19.0 <br /> <br />12.8 <br /> <br />9,3 <br /> <br />3.2 <br /> <br />4.2 <br /> <br />13.8 <br /> <br />13.7 <br /> <br />24.3 <br /> <br />7.9 <br /> <br />4.7 <br /> <br />ALAMOSA CREEK BASIN <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 />2 <br /> <br />o <br /> <br />15 <br /> <br />4 <br /> <br />3047 <br /> <br />62 <br /> <br />5 <br /> <br />.0 <br /> <br />105 <br /> <br />12 <br /> <br />453 <br /> <br />43 <br /> <br />23 <br /> <br />911 <br /> <br />56 <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 />