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<br /> I- 200 <br /> CJ) <br /> 0 - <br /> (I) <br /> 0 a: <br />~ < <br />c( Z -' 180 <br />a 0 -' <br />0 <br />-J ..... C <br />c( 0 lL <br />- :l 0 <br />Z ex: 160 <br />Z I- (I) <br />W CJ) z <br />I- Z 0 <br />- <br />Z 0 -' <br />W 0 ..I 140 , <br />0 ::e <br /> -J <br /> 4( Z <br /> - <br /> I- - <br /> 0 120 <br /> I- <br /> <br />100 <br /> <br />r <br />L _ <br /> <br />220 <br /> <br /> .~ <br /> ~ V <br /> ./ V <br /> / , <br /> ~ /' <br /> ~ ~ <br /> ~ ~ <br />4~ ",- <br /> <br />1 00,000 <br /> <br />150,000 <br /> <br />200,000 <br /> <br />250,000 <br /> <br />TOTAL RESERVOIR STORAGE <br />(ACRE-FEET) <br /> <br />NOTE: <br />. COST ESTIMATES WERE PREPARED FOR RESERVOIR <br />S TOR AGE S 1 1 0,000 A F, 1 6 5 ,000 A F, AND 230,000 A F <br /> <br />COLORADO WATER RESOURCES <br />AND POWER DEVELOPMENT AUTHORITY <br />CLEAR CREEK PROJECT <br />RESERVOIR VOLUME VS <br />CONSTRUCTION COST <br />FOR CENTENNIAL DAM <br />TUDOR E/lOIIIEEAIHO COMPAU'f <br />ClliRYL ~1<lNI ENUINEENIN~ <br />UULUR iHQIN~U"HU CO..,..,... INC. <br />WQOOWAHO-CLJOi IOQHIULTAIHI <br /> <br />DATE: AUGUST 1988 <br /> <br />FIGURE 4.3 <br /> <br />l <br /> <br />t <br /> <br />c _ <br /> <br />(__ L <br />