Platoro Dam: Constructed 1949-19511954 - Dams - 71 pages |
From inside the book
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... discharge : Spillway , 3,000 cubic feet per second with reservoir surface at elevation 10 , 041.0 Outlet , 600 cubic feet per second with reservoir surface at elevation 9963.0 Outlet conduit : Through right abutment of dam . A high ...
... discharge : Spillway , 3,000 cubic feet per second with reservoir surface at elevation 10 , 041.0 Outlet , 600 cubic feet per second with reservoir surface at elevation 9963.0 Outlet conduit : Through right abutment of dam . A high ...
Page
... discharge : Spillway , 3,000 cubic feet per second with reservoir surface at elevation 10,041.0 Outlet , 600 cubic feet per second with reservoir surface at elevation 9963.0 Outlet conduit : Through right abutment of dam . A high ...
... discharge : Spillway , 3,000 cubic feet per second with reservoir surface at elevation 10,041.0 Outlet , 600 cubic feet per second with reservoir surface at elevation 9963.0 Outlet conduit : Through right abutment of dam . A high ...
Page v
... discharge curves for Platoro reservoir , spillway , and outlets 7. Plan , profile , and sections for outlet works 8. Outlet works structures 9. 56 - inch - diameter outlet pipe 10. 4- by 5 - foot high - pressure gate 16 17 19 21 24 11 ...
... discharge curves for Platoro reservoir , spillway , and outlets 7. Plan , profile , and sections for outlet works 8. Outlet works structures 9. 56 - inch - diameter outlet pipe 10. 4- by 5 - foot high - pressure gate 16 17 19 21 24 11 ...
Page 1
... discharged . The affected portion of the left abutment is a zone about 4 feet or less in width . Iron - stained quartz and clay gouge were excavated from this zone . The fault is believed to be insignifi- cant as far as leakage or ...
... discharged . The affected portion of the left abutment is a zone about 4 feet or less in width . Iron - stained quartz and clay gouge were excavated from this zone . The fault is believed to be insignifi- cant as far as leakage or ...
Page 3
... discharged . The affected portion of the left abutment is a zone about 4 feet or less in width . Iron - stained quartz and clay gouge were excavated from this zone . The fault is believed to be insignifi- cant as far as leakage or ...
... discharged . The affected portion of the left abutment is a zone about 4 feet or less in width . Iron - stained quartz and clay gouge were excavated from this zone . The fault is believed to be insignifi- cant as far as leakage or ...
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...