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Last modified
3/26/2010 3:55:23 PM
Creation date
9/30/2006 10:13:45 PM
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Publications
Year
1994
Title
Small Dam Site Reconnaissance Study - Evaluation of Prospect Dam and Reservoir
CWCB Section
Finance
Author
Harris Water Engineering, Inc.
Description
Identify and evaluate dam sites at a recon leval, dam sites to fill a need for raw water storage
Publications - Doc Type
Tech Report
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<br />e TABLE 3 <br /> PROSPECT DAM EMBANKMENT <br /> VOLUME OF ENLARGED EMBANKMENT <br /> 2 foot Stripping Depth <br /> 3.5 :1 Upstream <br /> 2 :1 Downstream 20 foot Key Trench Width <br /> 21 foot Crest Width 20 foot Key Trench Depth <br /> 5024 foot Crest Elevation <br /> Ground Stripping + End Average Embank. Trench Total <br /> Station Elevation Height Area hea Volume Volume Excavation <br /> (feet) (feet) (feet) (sq ft) (sq ft) (cy) (cy) (cy) <br /> ----- ----- ------ ---- ----- ------ ------ ------ <br /> ----- ----- ------ ---- ----- ------ ------ ------ <br /> 680 5030 0 0 <br /> 113 536 30 566 <br /> 1000 5020 6 225 <br /> 319 3544 2222 5766 <br /> 1300 5017 9 412 <br /> 782 5793 2222 8015 <br /> 1500 5009 17 1152 <br /> 1473 13093 3556 16649 <br /> 1740 5004 22 1793 <br /> 2183 16979 3111 20090 <br /> 1950 4999 'ZT 2572 <br />e 3030 48256 6370 54626 <br />2380 4994 32 3488 <br /> 4015 75839 7556 83395 <br /> 2890 4989 37 4542 <br /> 5138 20933 1630 22563 <br /> 3000 4984 42 5733 <br /> 6398 18957 1185 20142 <br /> 3080 4979 47 7062 <br /> n95 23096 1185 24281 <br /> 3160 4974 52 8528 <br /> 8528 12634 593 13227 <br /> 3200 4974 52 8528 <br /> n95 14435 741 15176 <br /> 3250 4979 47 7062 <br /> 6398 21327 1333 22660 <br /> 3340 4984 42 5733 <br /> 5138 9515 741 10256 <br /> 3390 4989 37 4542 <br /> 4015 10409 1037 11446 <br /> 3460 4994 32 3488 <br /> 3030 164967 21n8 186745 <br /> 4930 4999 'Z7 2572 <br /> 1492 43102 8667 51769 <br /> 5710 5017 9 412 <br /> 319 2363 1481 3844 <br /> 5910 5020 6 225 <br /> 113 167 30 197 <br /> 6010 5030 0 0 <br /> Total Volume of Enlarged Embankment (cubic yards) 571400 <br /> 10 <br /> <br /> <br />
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