Dams and Control WorksU.S. Government Printing Office, 1929 - Dams |
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Page 87
... deflections of the foundation . The arch studies include the effect of shear , rib short- ening , and abutment deflections due to thrust , moment , and shear . The formulæ for calculating the yielding of foundation and abutments are ...
... deflections of the foundation . The arch studies include the effect of shear , rib short- ening , and abutment deflections due to thrust , moment , and shear . The formulæ for calculating the yielding of foundation and abutments are ...
Page 118
... deflections near the base of the model , etc. The decision to build a model of the Stevenson Creek test dam for the first experiments was based on the fact that complete data regarding deflections , strains , bending , movement of ...
... deflections near the base of the model , etc. The decision to build a model of the Stevenson Creek test dam for the first experiments was based on the fact that complete data regarding deflections , strains , bending , movement of ...
Page 119
... deflections exists at other parts of the structure . During the last few years the Bureau of Reclamation , in preparing designs for costly 42 1-8 0 -20 " - 0 . Profile along Upstream Face of Model Foundation for Model to be built of ...
... deflections exists at other parts of the structure . During the last few years the Bureau of Reclamation , in preparing designs for costly 42 1-8 0 -20 " - 0 . Profile along Upstream Face of Model Foundation for Model to be built of ...
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Common terms and phrases
American Falls Dam arch Arrowrock Arrowrock Dam back fill balanced needle valves bars Boise project borrow pits built Bureau of Reclamation buttresses canyon cement cent channel clay cobbles cofferdams completed conduit construction contracting officer contraction joints contractor core wall cost Creek crest crete cubic yards cut-off trench depth discharge downstream face drainage drains drawings drilled earth elevation embankment emergency gate engineer excavation fault zone foundation furnished Government gravel grout holes hauling hoist Illus included installed irrigation located material maximum ment metal miles North Platte project operation Owyhee Dam paint paragraph Pathfinder Dam penstock pipe pits placed plant portion pressure grouting railroad reservoir riprap river roller sand schedule second-feet shaft shown side slope sluice sluiceway solid rock specifications spillway storage stream bed structure suitable surface thickness timbering tion tracting officer Trash Rack unit prices bid upstream face vertical Weber River