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WSP11390
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Last modified
7/29/2009 7:21:51 AM
Creation date
10/12/2006 4:56:44 AM
Metadata
Fields
Template:
Water Supply Protection
File Number
8040.970
Description
Basin Outlook Reports
State
CO
Date
1/1/2000
Author
USDOA
Title
Colorado Basin Outlook Report
Water Supply Pro - Doc Type
Publication
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<br />~===~==~=~==-==~=-========~=~~================~===~=~=~===========~====================~================~~~~=~~======~= <br /> <br />UPPER RIO GRANDE BASIN <br />Streamflow forecasts - february 1, 2000 <br /> <br />F'orecast POlnt <br /> <br />==-~========~=====-===~~==-==-==============~=~==~========================================~==~~=============~==~=~================ <br /> <br />forecast <br />Period <br /> <br /><<====== Drler ==~=~= future Conditions <br /> <br />90' <br />(lOOOAF') <br /> <br />70' <br />(lOOOAP) <br /> <br />~--=-==~-=~=====~==~==--==~==-==~~=~========~~~~=~================== <br /> <br />Rio Grande at Thirty Mlle Bridge 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 />R10 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 <br /> <br />MAR-JUL <br /> <br />Trinchera Water Supply <br /> <br />APR-SEP <br /> <br />platoro Reservolr 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 Rlver nr Ortiz <br /> <br />APR-SEP <br /> <br />Culebra Creek at San LU1S <br /> <br />APR-SEP <br /> <br />Costilla ReserVOlr Inflow <br /> <br />MAR-JUL <br /> <br />Costilla Creek nr Costilla <br /> <br />MAR-JUL <br /> <br />--------------------------------------------------------------- --------------- ---------------- ------------------- ---------- <br />------------------------------------------------------- ------------------------------------------------------------------------ <br /> <br />" <br /> <br />27 <br />103 <br />6. <br />14. ] <br />0.69 <br />9.0 <br /> <br />11.4 <br />13.1 <br />43 <br />.1 <br /> <br />2.10 <br />8.0 <br /> <br />48 <br />45 <br /> <br />59 <br /> <br />.S <br /> <br />16.6 <br /> <br />1.20 <br /> <br />11.5 <br /> <br />18.4 <br />22 <br /> <br />59 <br /> <br />2.' <br /> <br />10. <br /> <br />10. <br /> <br />4.18 <br /> <br />7.5 <br /> <br />10.2 <br /> <br />UPPER RIO GRANDE BASIN <br />Reservoir Storage (1000 AF) End of January <br /> <br />60 <br />56 <br />98 <br /> <br />32 <br /> <br />116 <br /> <br />8.8 <br /> <br />Wetter ~=~==>> <br /> <br />Chance Of Exceedlng <br />50% (Most Probable) <br />(lOOOAF) (% AVG.) <br /> <br />30' <br />(1000AF) <br /> <br />===============~===~=~============~== <br /> <br />133 <br />118 <br /> <br />70 <br /> <br />S3 <br /> <br />81 <br />75 <br />202 <br /> <br />78 <br /> <br />10% <br />(lOOOAf) <br /> <br />102 <br />94 <br /> <br />280 <br /> <br />23 <br /> <br />111 <br />426 <br />34 <br />S6 <br /> <br />]O-Yr Avg. <br />{lOOOAfJ <br /> <br />330 <br /> <br />132 <br /> <br />520 <br /> <br />34 <br /> <br />69 <br /> <br />8.60 <br /> <br />30 <br /> <br />S9 <br />65 <br /> <br />201 <br /> <br />16.0 <br /> <br />~ <br />il <br />I <br /> <br />Reservoir <br /> <br />Usable I <br />Capaci ty <br /> <br />---------------------------------------------------------------------- <br />------------------------------------------ <br /> <br />65 <br /> <br />SS <br /> <br />39 <br /> <br />7.18 <br /> <br />SI <br />45 <br />51 <br /> <br />32 <br /> <br />167 <br />11.2 <br />54 <br />32 <br /> <br />72 <br /> <br />20 <br />9.10 <br /> <br />UPPER RIO GRANDE BASIN <br />Watershed Snowpack Analysis - February 1, 2000 <br /> <br />Watershed <br /> <br />Nwnber <br />of <br />Data Sites <br /> <br />--------------------------------------------------------- <br />--------------------------------------- -------------- <br /> <br />29 <br /> <br />25 <br />66 <br />20 <br />29 <br /> <br />... Usable Storage <br />This Last <br />Year Year Avg <br /> <br />3.7 <br /> <br />29. <br /> <br />2.7 <br /> <br />45.6 <br /> <br />21.0 <br />8.5 <br /> <br />'.0 <br /> <br />18.7 <br /> <br />21.1 <br />]6.2 <br />8.9 <br />6.7 <br /> <br />CONTHlENT,II.L <br /> <br />15.0 <br /> <br />---------------------------------------------- ------------------- ---- <br />------------------------------------- - ------------------------------- <br /> <br />150 <br /> <br />46 <br />42 <br />39 <br /> <br />29. <br /> <br />11.91 <br /> <br />29 <br /> <br />--------------------------------------------------------- <br />----------------------------------------------------------------------------------- <br /> <br />5S <br /> <br />20S <br /> <br />16.0 <br />28 <br /> <br />47 <br /> <br />41 <br />" <br /> <br />].98 <br /> <br />35 <br />34 <br />38 <br />121 <br />S.7 <br /> <br />PLATORO <br /> <br />5].7 <br /> <br />RIO GRANDE <br /> <br />51.0 <br />10].0 <br />45.0 <br />13. <br /> <br />SANCHEZ <br /> <br />SANTA HARIA <br /> <br />TERRACE <br /> <br />.80 <br />21 <br /> <br />77 <br /> <br />Last Yr <br /> <br />This Year as % of <br /> <br />2 <br /> <br />Average <br /> <br />15 <br /> <br />12 <br /> <br />26 <br />30 <br />90 <br /> <br />44 <br />46 <br />45 <br />19 <br /> <br />77 <br /> <br />21 <br /> <br />33 <br /> <br />========~=====~==~~=~~=~~~=========================~=~==~~============~=~-:==-=========~============~=~~~~==========~=~=~========= <br /> <br />.0 <br /> <br />17 .0 <br /> <br />24 <br /> <br />. 90%. 70%, ]0%, and 10% chances of exceeding are the probabillties that the actual volume will exceed the volumes in the table. <br />The average is computed for the 1961-1990 base period. <br /> <br />15.0 <br />6.00 <br />14.0 <br /> <br />22 <br />8.15 <br />20 <br /> <br />(1) The values listed under the 10% and 90% Chance of Exceedlng are actually 5% and 95% exceedance levels. <br />(2) - The value is natural volume - actual volume may be affected by upstream water management. <br /> <br />75 <br /> <br />66 <br /> <br />64 <br /> <br />5.8 <br />16.8 <br /> <br />ALAMOSA CREEK BASIN <br /> <br />CONEJOS & RIO SAN ANTONIO <br /> <br />15.4 <br /> <br />CULEBRA & TRINCHERA CREEK <br /> <br />16.9 <br />8.7 <br /> <br />5.6 <br /> <br />UPPER RIO GRANDE BASIN 12 <br /> <br />TOTAL UPPER RIO GRANDE BA 26 <br />
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