Platoro Dam: Constructed 1949-19511954 - Dams - 71 pages |
From inside the book
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... elevation 10 , 034.0 Dead storage : None JADIMA Type : Two rolled - earth and rockfill structures ( a main section ... elevation : 10,048.0 Volume : 909 , 884 cubic yards Slopes : Upstream , 2-1 / 2 to 1 to a 20 - foot berm at elevation ...
... elevation 10 , 034.0 Dead storage : None JADIMA Type : Two rolled - earth and rockfill structures ( a main section ... elevation : 10,048.0 Volume : 909 , 884 cubic yards Slopes : Upstream , 2-1 / 2 to 1 to a 20 - foot berm at elevation ...
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... elevation 10 , 034.0 Dead storage : None $ Dam AUR Type : Two rolled - earth and rockfill structures ( a main ... elevation : 10,048.0 Volume : 909 , 884 cubic yards Slopes : Upstream , 2-1 / 2 ? to 1 to a 20 - foot berm at elevation ...
... elevation 10 , 034.0 Dead storage : None $ Dam AUR Type : Two rolled - earth and rockfill structures ( a main ... elevation : 10,048.0 Volume : 909 , 884 cubic yards Slopes : Upstream , 2-1 / 2 ? to 1 to a 20 - foot berm at elevation ...
Page vii
... elevation of 10 , 034.0 feet , and has a capacity of 3,000 cubic feet per second with the reservoir surface at elevation 10 , 041.0 . The outlet works is on the right abutment . Progressing downstream , it consists of a trashrack ...
... elevation of 10 , 034.0 feet , and has a capacity of 3,000 cubic feet per second with the reservoir surface at elevation 10 , 041.0 . The outlet works is on the right abutment . Progressing downstream , it consists of a trashrack ...
Page 5
... elevation . The investigations showed the material to be a glacial fill deposit and that separation would be necessary in all three areas . Moisture conditions indicated that the material in areas 6 and 13 might process more easily than ...
... elevation . The investigations showed the material to be a glacial fill deposit and that separation would be necessary in all three areas . Moisture conditions indicated that the material in areas 6 and 13 might process more easily than ...
Page 6
... elevation 10 , 054 ( specs . No. R5-13 ) Various contracts for general property such as gate tender's residence , garage , and related facilities Subtotal . . Government - Furnished Materials For installation under specs . No. 2594 For ...
... elevation 10 , 054 ( specs . No. R5-13 ) Various contracts for general property such as gate tender's residence , garage , and related facilities Subtotal . . Government - Furnished Materials For installation under specs . No. 2594 For ...
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...