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WSP00745
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Last modified
1/26/2010 12:27:37 PM
Creation date
10/11/2006 9:56:09 PM
Metadata
Fields
Template:
Water Supply Protection
File Number
8555.100
Description
State/Division 3 Water Court Cases - Case # Manzanares Ditch Litigation
Basin
Rio Grande
Water Division
3
Date
9/1/1970
Title
Elephant Butte Reservoir - Rio Grande Project - Area Capacity Tables
Water Supply Pro - Doc Type
Data
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<br /> 12,000 <br /> 11,000 <br /> >- 10,0.0.0. <br /> w <br /> w <br /> 'C <br /> w 90.0.0. <br /> '" <br /> u <br /> <t <br /> ~ 800.0. <br /> 0 <br /> ~ <br /> <> <br /> Z <br /> <t <br /> ~ 70.0.0. <br /> => <br /> 0 <br /> I <br /> >- <br /> z 60.0.0. <br /> ;< <br /> 0 <br />'" -" <br />~ 50.0.0. <br />w '" <br /> <t <br /> w <br /> '" <br /> >- 40.0.0. <br /> '" <br /> w <br /> > <br /> >- <br /> <t 30.0.0. <br /> -" <br /> =>. <br /> '" <br /> => <br /> u 20.0.0. <br /> <br />100.0. <br /> <br />EXPLANATION <br /> <br />. . <br />CumulOlive flow of Conejos River near Mogote <br />plus San Antonio River ot Ortiz and Los <br />Pinos Ri.ver neor Ortiz <br /> <br />&------6 <br />Cumulcti"'e flow of Conejo.s River near Lasouses <br /> <br />Cumulative withdrawal from confined aquifer <br />by lorge-capacity .wells <br /> <br /> <br />_-P:.-~-~ <br /> <br />-- <br /> <br />o.~ <br />~ <br />~ <br /> <br />... <br />... <br />a> <br /> <br />~<D <br />...... <br />~a> <br /> <br />~ <br />... <br />~ <br /> <br />'" <br />... <br />~ <br /> <br />'" a> 0 <br />~ ~ ... <br />a> a> a> <br /> <br />~ <br />... <br />a> <br /> <br />" <br />a> <br /> <br /> <br />'" <br />... <br />~ <br /> <br />~ ~ in <br />O'l O'l ~ <br /> <br />N r<'l ~ It) t.D <br />iO iO iO iO 1D <br />O'l ~ O'l ~ O'l <br /> <br /> <br />~ <br />~ <br />a> <br /> <br />"'a> <br />~~ <br />~a> <br /> <br />o <br /><D <br />~ <br /> <br />- _._-~-'-~"-' " <br /> <br />6.\-. I C}---+-) <br /> <br />~ <br /> <br />001449 <br /> <br />1800 <br /> <br />>>- <br />1600 CD tj <br />,,~ <br />"" <br />~"' <br />-" <br />.14'00 gu <br /><t<t <br />o~ <br />",0 <br />1200 ~VJ <br />~o <br />ZZ <br />0< <br />U~ <br />::000 :;:EC <br />O" <br />,,>- <br />~ <br />z <br />800 ;i-- <br />3~ <br /><t~ <br />,,~ <br />0"' <br />600 ~ 3: <br />-> <br />3':: <br />u <br />"'"" <br />400 ~ 3 <br /><t, <br />~'" <br />=>C> <br />200 ~ ~ <br />,,~ <br /> <br /> <br /><D <br />'" <br /> <br />'" ~ ... <br /><D<D <D <br />0'l0'l ~ <br /> <br />"' .<D <br /><D <D <br />~ a> <br /> <br />- <br />:------- <br />-- <br />:--- :--- /i:,,_ <br />He{\Q :..--- 1!:._-8.-- <br />0. '9:l7-~';"-- __-e-'-'&- <br />?{O\ec~':--- -e._-a:-!!r-A <br />--,;..-- ^. ~-~ <br />~:--- _--8--= <br />__~_~e:-~-C <br />__-a-:::::-a--- <br />--~ <br />CY-{S'-& <br />p-- <br />&--8.-- <br />_8-- <br /> <br />Figure 7.--Time-adjusted graph showing streamflow depletion of Conejos River. <br /> <br />~ <br /><D <br />~ <br /> <br />'" <br />"' <br />~ <br /> <br />00. <br />.~ <br />'" <br /> <br />'" <br /><D <br />~ <br />
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