Palisades Dam and Powerplant, Constructed 1951-1957, Palisades Project, Idaho: Technical Record of Design and Construction |
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Page xxiii
... joint details . 181 101. Palisades Powerplant --Additional expansion joint details LIST OF FIGURES ( Continued ) Figure Title 102 . xxiii (a) Main unit bays (b) Service 165 158.
... joint details . 181 101. Palisades Powerplant --Additional expansion joint details LIST OF FIGURES ( Continued ) Figure Title 102 . xxiii (a) Main unit bays (b) Service 165 158.
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... Joint use Elevations 5620 to 5621 Inactive Dead Total storage capacity 5497.5 to 5620 5452.43 to 5497.5 Streambed to 5452. 43 Storage in acre - feet 16,000 1 , 201 , 600 155 , 300 44 , 700 1,417 , 600 -Relocation us Forest Service 3378 ...
... Joint use Elevations 5620 to 5621 Inactive Dead Total storage capacity 5497.5 to 5620 5452.43 to 5497.5 Streambed to 5452. 43 Storage in acre - feet 16,000 1 , 201 , 600 155 , 300 44 , 700 1,417 , 600 -Relocation us Forest Service 3378 ...
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... Joint use storage includes storage for irrigation , flood control. MEAN 22 20 OF THOUSANDS SECOND FEET 10 12 14 16 20 22 20 10 20 18 16 26 221 20 MEAN 20 18 22 FEET SECOND THOUSANDS OF 10 12 JAN . FEB MAR APR MAY JUNE JULY 1913 AUG SEPT ...
... Joint use storage includes storage for irrigation , flood control. MEAN 22 20 OF THOUSANDS SECOND FEET 10 12 14 16 20 22 20 10 20 18 16 26 221 20 MEAN 20 18 22 FEET SECOND THOUSANDS OF 10 12 JAN . FEB MAR APR MAY JUNE JULY 1913 AUG SEPT ...
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Technical Record of Design and Construction United States. Bureau of Reclamation. Joint use storage includes storage for irrigation , flood control , and power . The normal water surface of the reservoir is at elevation 5620. Surcharge ...
Technical Record of Design and Construction United States. Bureau of Reclamation. Joint use storage includes storage for irrigation , flood control , and power . The normal water surface of the reservoir is at elevation 5620. Surcharge ...
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... joint spacing ranging from a few feet to a few inches in different areas . Well- defined joint systems cutting the rock into roughly columnar masses were recognized , but many portions of the andesitic mass were characterized chiefly by ...
... joint spacing ranging from a few feet to a few inches in different areas . Well- defined joint systems cutting the rock into roughly columnar masses were recognized , but many portions of the andesitic mass were characterized chiefly by ...
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Common terms and phrases
acre-feet ALLUVIUM anchor bars ANCHOR BLOCK andesite axis Backfill bars Blockout borrow area BUREAU OF RECLAMATION butterfly valve channel concrete Construction joint control house Crest curves cutoff trench DENVER DETAIL discharge downstream elevation excavation expansion joint FACTOR OF SAFETY flood flow FORCE AREA ZONE foundation gravel Grout hoist hollow-jet valve inch inlet installed intake structure INTERIOR BUREAU KIPS left abutment load located maximum NORMAL FORCE AREA operation outlet pipe outlet tunnel Palisades Dam Palisades Reservoir penstock manifold percent piezometer plate pore pressure pounds per square power penstock power tunnel pump RECLAMATION PALISADES reinforcement reservoir reservoir water right abutment riprap rock sand SCALE OF FEET second-feet SECTION A-A silt slab slope spillway steel stilling basin stress TANGENTIAL FORCE AREA trashrack tubing turbine Unit wet weight UNITED STATES DEPARTMENT upstream wall water hammer water surface waterstop wet weight Zone zone 1 material
Popular passages
Page 169 - Design Codes and Data. - The following codes and design data were used: (1) "Recommended Practice and Standard Specifications for concrete and Reinforced Concrete, " Report of the Joint Committee on Standard Specifications (1940). (2) "Standard of Design for Concrete No. 3Yb (November 15, 1929), " US Navy Department, Bureau of Yards and Docks. (3)
Page 92 - Top bars are horizontal bars so placed that more than 12 inches of concrete is cast in the member below the bar. In case of uncertainties regarding classification of horizontal bars, use bond stress for top bars. * Deformations for high bond bars shall conform to the requirements of ASTMDesignation A.
Page 91 - The designs were based on the use of concrete having a compressive strength of 3,000 pounds per square inch at 28 days. A modular ratio of 10 was assumed. For unusual loading conditions, working stresses were permitted to exceed the allowable by 33 percent.
Page 128 - the 1943 edition of the API-ASME "Code for the Design, Construction, Inspection and Repair of Unfired Pressure Vessels for Petroleum Liquids and Gases.
Page 148 - As the valve is opened, water flows past the periphery of the needle in the shape of a cylindrical ring along the inside of the valve body. The splitters which support the needle cut this