Platoro Dam: Constructed 1949-19511954 - Dams - 71 pages |
From inside the book
Results 1-5 of 8
Page 18
... for the final design are as follows : Dry weight Specific gravity Percent voids Submerged weight Combined weight Fill 100 lb. per cu . ft . 2.65 40 62 lb. per cu . ft . 125 lb. per cu . ft Metal trashracks not shown cp 26-6 SECTION A - A ...
... for the final design are as follows : Dry weight Specific gravity Percent voids Submerged weight Combined weight Fill 100 lb. per cu . ft . 2.65 40 62 lb. per cu . ft . 125 lb. per cu . ft Metal trashracks not shown cp 26-6 SECTION A - A ...
Page 19
Constructed 1949-1951 United States. Bureau of Reclamation. Metal trashracks not shown cp 26-6 SECTION A - A < 70 ET 9920 92 . SECTION 8-8 SECTION C - C -4-615-6 H.P Gate Metal lodder Window opening SECTION F - F Metal gravel stop FLUE ...
Constructed 1949-1951 United States. Bureau of Reclamation. Metal trashracks not shown cp 26-6 SECTION A - A < 70 ET 9920 92 . SECTION 8-8 SECTION C - C -4-615-6 H.P Gate Metal lodder Window opening SECTION F - F Metal gravel stop FLUE ...
Page 23
... metals were allowed as follows : Allowable stress , pounds per square inch Cast iron , class 25 Cast iron , class 40 5,000 8,000 Cast steel , class 2 12,000 Forged steel 12,000 High - tensile bronze 17,000 Bronze seats -- bearing 1,100 ...
... metals were allowed as follows : Allowable stress , pounds per square inch Cast iron , class 25 Cast iron , class 40 5,000 8,000 Cast steel , class 2 12,000 Forged steel 12,000 High - tensile bronze 17,000 Bronze seats -- bearing 1,100 ...
Page 32
... metal , and concrete lining operations ; sandblasting , painting , and installation of the 48 - inch wye and the 56 - inch discharge pipe ; earth and rock excavation for the valve house ; and diamond drilling and grouting of pattern ...
... metal , and concrete lining operations ; sandblasting , painting , and installation of the 48 - inch wye and the 56 - inch discharge pipe ; earth and rock excavation for the valve house ; and diamond drilling and grouting of pattern ...
Page 33
... metal sash . Excavating and hauling material from gravel area 2 to zones 2 and 4 of the dam embankment . Sandblasting metal trashracks and the 56 - inch and 48 - inch wye section of the outlet pipe ; applying CA - 50 coal - tar paint to ...
... metal sash . Excavating and hauling material from gravel area 2 to zones 2 and 4 of the dam embankment . Sandblasting metal trashracks and the 56 - inch and 48 - inch wye section of the outlet pipe ; applying CA - 50 coal - tar paint to ...
Common terms and phrases
48-inch butterfly valves acre-feet andesite axis Bolt bulldozed butterfly valves cofferdam completed Concrete grout conduit Conejos River contract cost cubic feet cubic yards cutoff trench dam and dike dam embankment dam foundation dike section discharge drain emergency gate end-dump trucks engineer equipment excavation fault fault gouge feet per second Figure fill zone flange flow fractured gate chamber Government camp grout cap Grout holes haul impervious material inches installation joints July Aug Sept June 21 laboratory leaf-Class left abutment load located main dam maximum Metal metalwork mixer moisture Order for changes outlet pipe outlet tunnel PARTIAL RUNOFF percent placed placement plates Platoro Dam pounds per square pumpcrete machine right abutment Rio Grande Compact RIO GRANDE COUNTY riprap ROCK BORROW AREA rockfill SAN LUIS VALLEY separation plant SLIDE ROCK BORROW specifications spillway bridge support rings talus tests trashrack structure unit valve house zone 1 material
Popular passages
Page 18 - ... PARTS 151. Character of Structure.— The structure is to be of the skeleton, curtain-beam type, resting on I-beam footings or grillages. The building is to be (18) stories high, with a basement story and a (flat) (mansard) (pointed) (hipped) roof. 152. Floor Loading.— The floors are to be calculated for a live load of (100) pounds per square foot, and a dead load of (50) pounds per square foot. The roof is to be calculated for a live load of (50) pounds per square foot, and a dead load of...
Page 22 - Specifications for Low and Intermediate Tensile Strength Carbon-Steel Plates of Flange and Firebox Qualities (Plates 2 in. and Under in Thickness) (ASTM Designation: A 285),' or Tentative Specifications for Low and Intermediate Tensile Strength Carbon-Steel Plates of Structural Quality (Plates 2 in.
Page 22 - Standard Specifications for FORGED- OR ROLLED-STEEL PIPE FLANGES, FORGED FITTINGS, AND VALVES AND PARTS FOR HIGH-TEMPERATURE SERVICE...