Symposium on Rockfill Dams |
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Page 1743-3
... dam should be given a camber so that the center of the structure will be at ... Creek Dam Queens Creek - Spillway Channel - Reservoir Filled Figure 4 Figure ... Wolf Creek Dam - Partially Filled Reservoir Wolf Creek Dam - Tainter Gate ...
... dam should be given a camber so that the center of the structure will be at ... Creek Dam Queens Creek - Spillway Channel - Reservoir Filled Figure 4 Figure ... Wolf Creek Dam - Partially Filled Reservoir Wolf Creek Dam - Tainter Gate ...
Page 1743-15
... Creek , Cedar Cliff , Bear Creek , Wolf Creek , and East Fork dams was quite similar although by no means identical . Fig . 22 shows the optimum soil conditions , Fig . 23 shows the in place soil conditions , and Fig . 24 shows the ...
... Creek , Cedar Cliff , Bear Creek , Wolf Creek , and East Fork dams was quite similar although by no means identical . Fig . 22 shows the optimum soil conditions , Fig . 23 shows the in place soil conditions , and Fig . 24 shows the ...
Page 1744-18
... Wolf Creek Dam Completed in May , 1955 - Reservoir filled shortly thereafter . The foundation at Wolf Creek is relatively less watertight than the foun- dation of the dams previously constructed . Considerable grouting was re- quired to ...
... Wolf Creek Dam Completed in May , 1955 - Reservoir filled shortly thereafter . The foundation at Wolf Creek is relatively less watertight than the foun- dation of the dams previously constructed . Considerable grouting was re- quired to ...
Contents
Kenney and Cheakamus Dams | 1671-1 |
Performance and Maintenance of Dix River | 1683-1 |
Cogswell and San Gabriel Dams | 1687-1 |
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Common terms and phrases
ASCE asphaltic concrete deck average basalt Bear River Dam Bersimis dam borrow pit butterfly valve Cávado cement central cores channel cofferdam compacted completed concrete face construction core material cost cracks Creek Dam crest cubic yards cutoff wall depth diversion tunnel drilled dumped rock earth core elevation embankment excavation face slab factor of safety feet Figure fill dams flood flow foundation granite gravel grout curtain height Helmand River holes horizontal joints impervious core inches intake KAJAKAI DAM layer leakage left abutment lift located Lower Bear River meters minimum movement Nantahala operation outlet overburden Paradela placed rock Power Division Queens Creek reservoir right abutment rock fill rockfill dam Salt Springs Dam sand seal seepage sluicing Society of Civil South Holston spillway surface Symposium Tainter Gate talus tests thickness trench type of dam upstream face upstream slope valves vertical joints Watauga Wishon Wolf Creek Dam