Symposium on Rockfill Dams |
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Page 1733-12
... Operation Since the operation of the reservoir may influence the performance of the embankment , a brief description of the operation to date is given below . The dam embankment was completed in October 1955. However , the spill- way ...
... Operation Since the operation of the reservoir may influence the performance of the embankment , a brief description of the operation to date is given below . The dam embankment was completed in October 1955. However , the spill- way ...
Page 1740-28
... operation . In this way trucks hauling the earth fill did not interfere with the placing and compaction of impervious fill . The impervious fill was spread in layers 8 inches thick . Boulders exceed- ing 5 inches in diameter were ...
... operation . In this way trucks hauling the earth fill did not interfere with the placing and compaction of impervious fill . The impervious fill was spread in layers 8 inches thick . Boulders exceed- ing 5 inches in diameter were ...
Page 1744-19
... operation has been required at the dam . Some badly cracked rock in the right abutment has been grouted after the dam was placed in operation . No maintenance has been required and none can be foreseen except painting the Tainter Gate ...
... operation has been required at the dam . Some badly cracked rock in the right abutment has been grouted after the dam was placed in operation . No maintenance has been required and none can be foreseen except painting the Tainter Gate ...
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