Symposium on Rockfill Dams |
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Page 1683-23
... crest of the dam . At the time of construction a series of copper pins was established in the face concrete at the crest and at elevation 725 to record settlement of the dam . From time to time readings of the el- evations and ...
... crest of the dam . At the time of construction a series of copper pins was established in the face concrete at the crest and at elevation 725 to record settlement of the dam . From time to time readings of the el- evations and ...
Page 1746-24
set on the crest to record movement due to aging of the dam during the winter . On April 21 , 1958 , 4.2 months later and just before construction of the re- maining 40 top slabs , the crest had been cleared of snow and measurements ...
set on the crest to record movement due to aging of the dam during the winter . On April 21 , 1958 , 4.2 months later and just before construction of the re- maining 40 top slabs , the crest had been cleared of snow and measurements ...
Page 1746-27
... crest elevation , Fig . 16. This means that nearly the full height of the downstream slope will be at the natur- al dumped slope . The crest width of 16 feet is considered a practicable mini- mum for construction and for such a high dam ...
... crest elevation , Fig . 16. This means that nearly the full height of the downstream slope will be at the natur- al dumped slope . The crest width of 16 feet is considered a practicable mini- mum for construction and for such a high dam ...
Contents
Kenney and Cheakamus Dams | 1671-1 |
Performance and Maintenance of Dix River | 1683-1 |
Cogswell and San Gabriel Dams | 1687-1 |
11 other sections not shown
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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