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WSP07461
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Last modified
1/26/2010 2:27:26 PM
Creation date
10/12/2006 2:24:16 AM
Metadata
Fields
Template:
Water Supply Protection
File Number
8143.600.30
Description
John Martin Reservoir - Other Studies
State
CO
Basin
Arkansas
Water Division
2
Date
9/1/1982
Author
Dept of Army
Title
John Martin Dam and Reservoir - Small Hydropower Addition Reconnaissance Report
Water Supply Pro - Doc Type
Report/Study
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<br />~ PRELIMINARY . <br />BJECT TO REVISION <br /> <br />Spi 11w01 <br /> <br />(:~: J <br /> <br />r~ Type - Gate controlled. concrete gravity ogee weir with stilling <br />::..-, basin. <br /> <br />t:) <br />~ <br />=) <br /> <br />Gates - Sixteen 32-foot x 64-foot arc-welded tainter gates <br />operated by individual electric motors and operating <br />machinery. <br /> <br />Crest elevation <br /> <br />Length - total (including piers). feet <br /> <br />net. feet <br /> <br />Capacity. cubic feet per second (water level at 3870) <br /> <br />Outlet Works <br /> <br />Type - Gate controlled. rectangular sluices through spillway <br />section <br /> <br />Number and size - Four 6-foot x 7-l/2-foot rectangular sluicing <br />conduits; two 4-foot x 4-foot regulating conduits <br /> <br />Gates - Hydraulically operated slide gates <br /> <br />Capacity - cubic feet per second (water level at 3870) <br />cubic feet per second (water level at 3851) <br /> <br />M:tjor Ou::!.ntitips <br /> <br />Total length. miles <br /> <br />Maximum height; concrete section, feet <br /> <br />Maximum height. earth fill section. feet <br /> <br />Total concrete. cubic yards <br /> <br />Earth embankment. cubic yards <br /> <br />Excavation. earth. cubic yards <br /> <br />Excavation. rock. cubic yards <br /> <br />- <br /> <br />Rock fill. cubic yards <br /> <br />21 <br /> <br />3.840 <br /> <br />1.174 <br /> <br />1.024 <br /> <br />639.000 <br /> <br />13 .800 <br />12.600 <br /> <br />2.65 <br /> <br />-153 <br /> <br />130 <br /> <br />560.000 <br /> <br />6.393.000 <br /> <br />1.098.000 <br /> <br />125.000 <br /> <br />227.000 <br />
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