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<br />~=...................Z~=Z~==Z==.====.~S.~===..2.~.Z=Z=====.Z=....._......Z=Z=======Z=..S...~........=..&======Z.......Z~Z=~======Z <br /> <br />UPPER RIO GRANDE BASIN <br />Streamflo~ Porecasts - April 1. 2002 <br /> <br />...._.......=====.~~~=z==~.==.=..==.._...................z....=.=......=..=z=c...z=.........................w:az.=.C.=..=...ze=z=c <br /> <br />I <<....... Drier ,",e.=.. E'Uture Conditions <br />I <br />Forecast J ........,...........,.. Chance Of Exceeding .............=..ee==.= <br />Period I 90' 70' I 50' IMost Probable) I 30' 10' I 30-Yr Avg. <br />I (lOOOAF) (1000AF) I (lOOOAF) (' AVG.) I (1000AF) nOOOAF) I (lOOOAF) <br />...._.............................................................-.1.......................1..........................--......... <br />Rio Grande at Thirty Mile Bndge APR.SEP 39 47 I 54 40 I 62 75 136 <br />1 I <br />I 51 43 I <br />1 1 <br />I 138 40 I <br />I 1 <br />I 45 34 I <br />1 <br />1 <br />1 <br />I <br />I <br />I <br />1 <br />1 <br />1 <br />1 <br />1 <br />I <br />1 <br />I <br />I <br />I <br />1 <br />I <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br /> <br />Porecast Point <br /> <br />Rio Grande ReserV~lr 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 Reservolr <br /> <br />APR-SEP <br /> <br />La Jara Creek nr Capulin <br /> <br />MI\Jl-JUL <br /> <br />Trinchera Water Supply <br /> <br />APR-SEP <br /> <br />Platoro ReaerV01[ Inflow <br /> <br />APR-JUL <br />APR-SE:P <br /> <br />Conejos River nr Mogote <br /> <br />APR.SEP <br /> <br />San Antonio R~ver at Ort1z <br /> <br />APR-SEP <br /> <br />Los PlnO& River nr Ortlz <br /> <br />APR - SEP <br /> <br />CUlebra Creek at San LU1S <br /> <br />APR-SEP <br /> <br />o <br />Costilla Reservoir 1nflow <br /> <br />MAR-JUL <br /> <br />Costilla Creek nr Costilla <br /> <br />, <br />MI\Jl-JUL <br /> <br />_..._..........._.........E.~===.=e~=..,.c......._...==......._...._..._...._..........K~..__..=..=======.=z~t~=z==.=~e=~..._s._..... <br /> <br />18.4 <br /> <br />" <br /> <br />'" <br /> <br />..] <br /> <br />7.5 <br /> <br />12.0 <br />23 <br /> <br />13.0 <br /> <br />4.0 <br /> <br />UPPER RIO GRANDE BASIN <br />Reservoir Storage {1000 AFI - End of March <br /> <br />39 <br /> <br />9B <br /> <br />35 <br /> <br />21 <br /> <br />.24 <br /> <br />57 <br /> <br />0.7 <br /> <br />0.0 <br /> <br />5.2 <br /> <br />4' <br /> <br />122 <br /> <br />" <br /> <br />'57 <br /> <br />177 <br /> <br />33 <br /> <br />Wetter .....:>'" <br /> <br />" <br /> <br />182 <br /> <br />60 <br /> <br />242 <br /> <br />19.9 <br /> <br />34 <br /> <br />4.20 <br /> <br />24 <br /> <br />30 <br />35 <br /> <br />95 <br /> <br />].7 <br /> <br />" <br /> <br />15.5 <br /> <br />5.' <br /> <br />12.5 <br /> <br />. <br /> <br />" <br /> <br />118 <br /> <br />11.7 <br /> <br />14 .0 <br /> <br />42 <br /> <br />24. <br /> <br />]45 <br /> <br />24 <br /> <br />27 <br /> <br />39 <br /> <br />Bl <br /> <br />'32 <br /> <br />.93 <br /> <br />.40 <br /> <br />" <br /> <br />33' <br /> <br />531 <br /> <br />12.3 <br /> <br />15.6 <br /> <br />39 <br /> <br />29 <br /> <br />33 <br /> <br />19."7 <br />27 <br /> <br />25 <br />29 <br /> <br />39 <br />4' <br /> <br />45 <br /> <br />70 <br /> <br />6B <br /> <br />75 <br /> <br />l8 <br /> <br />6.85 <br /> <br />8."70 <br /> <br />1.7 <br /> <br />2.' <br /> <br />16 <br /> <br />]5 <br /> <br />40 <br /> <br />16. <br /> <br />lB. <br /> <br />25 <br /> <br />]. <br />4] <br /> <br />" <br />71 <br /> <br />7.' <br /> <br />10.0 <br /> <br />44 <br /> <br />'25 <br /> <br />200 <br /> <br />2.4 <br /> <br />4.1 <br /> <br />39 <br /> <br />5.7 <br /> <br />16.4 <br /> <br />7.2 <br /> <br />..5 <br /> <br />33 <br /> <br />]7 <br /> <br />74 <br /> <br />24 <br /> <br />23 <br /> <br />..2 <br /> <br />10.6 <br /> <br />UPPER RIO GRANDE BASIN <br />Watershed Snowpack Analysis - Apr1l 1. 2002 <br /> <br />Reservo~r <br /> <br />~~==..........................~.....~.~.ZKE=..Z==.~Z..._===.============~.=.======z..=.._.._K_E............~~==~==t===~========z~z~.. <br /> <br />Average <br /> <br />Usable I <br />Capacityl <br />1 <br /> <br />... Usable Storage <br />This Last <br />Year Year <br /> <br />Wd te rshed <br /> <br />Avg <br /> <br />Number <br />of <br />Data Sites <br /> <br />This Year as , of <br /> <br />Last Yr <br /> <br />CON'!'INENTAL <br /> <br />15.0 <br /> <br />.........................z.z===_.=====..===..========z=.=..~=========z=_=t =~z................~._............=..==~..~======~=..~==tZZ <br /> <br />5 <br /> <br />43 <br /> <br />]. <br /> <br />PLA'I'ORO <br /> <br />53.7 <br /> <br />RIO GRANDE <br /> <br />51.0 <br /> <br />SANCHE:Z <br /> <br />103.0 <br /> <br />SANTA MARIA <br /> <br />..5.0 <br /> <br />TERRACE <br /> <br />13. <br /> <br />.~.t=~~.~~===========c===~=====~=~ ~~~&&=~~=====~===z==========tt=~==========c==..=r===========t~ ~~_~_.z........=====.'Ct==~==_z= <br /> <br />4.0 <br /> <br />16.8 <br /> <br />13 .8 <br /> <br />24. <br /> <br />7.7 <br /> <br />'.2 <br /> <br />14.2 <br /> <br />15.9 <br /> <br />27 4 <br /> <br />10.2 <br /> <br />.0 <br /> <br />,.] <br /> <br />5.' <br /> <br />ALAMOSA CREEK BASIN <br /> <br />CONEJOS & RIO SAN ANTONIO <br /> <br />24.5 <br /> <br />CULEBRA & TRINCHERA CREEK <br /> <br />19.3 <br /> <br />10.8 <br /> <br />UPPER RIO GRANDE BASIN 11 <br /> <br />24.9 <br /> <br />7.6 <br /> <br />TOTAL UPPER RIO GRANDE BA 23 <br /> <br />2 <br /> <br />25 <br /> <br />27 <br /> <br />40 <br /> <br />45 <br /> <br />32 <br /> <br />]. <br /> <br />15 <br /> <br />)7 <br /> <br />. 90'. "70'. 30', and 10' chances 0: exceeding are the probabilities that the actual volume w1lI exceed th~ volumes 1n the table. <br /> <br />The average is computed for the 1971-2000 base perlod. <br /> <br />(I) 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 />