Platoro Dam: Constructed 1949-19511954 - Dams - 71 pages |
From inside the book
Results 1-5 of 21
Page
... 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 - pressure tunnel 6 feet 6 inches in diameter extends to gate chamber ...
... 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 - pressure tunnel 6 feet 6 inches in diameter extends to gate chamber ...
Page
... 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 - pressure tunnel 6 feet 6 inches in diameter extends to gate chamber ...
... 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 - pressure tunnel 6 feet 6 inches in diameter extends to gate chamber ...
Page vii
... surface at elevation 10 , 041.0 . The outlet works is on the right abutment . Progressing downstream , it consists of a trashrack structure , a concrete - lined high - pressure tunnel , a gate chamber , a concrete- lined horseshoe ...
... surface at elevation 10 , 041.0 . The outlet works is on the right abutment . Progressing downstream , it consists of a trashrack structure , a concrete - lined high - pressure tunnel , a gate chamber , a concrete- lined horseshoe ...
Page 1
... surface exposures . It is believed that seepage will be effectively con- trolled by the grouting performed , as the few unhealed or open fractures were found to be generally clean and free from mud or other disintegrated material ...
... surface exposures . It is believed that seepage will be effectively con- trolled by the grouting performed , as the few unhealed or open fractures were found to be generally clean and free from mud or other disintegrated material ...
Page 3
... surface exposures . It is believed that seepage will be effectively con- trolled by the grouting performed , as the few unhealed or open fractures were found to be generally clean and free from mud or other disintegrated material ...
... surface exposures . It is believed that seepage will be effectively con- trolled by the grouting performed , as the few unhealed or open fractures were found to be generally clean and free from mud or other disintegrated material ...
Common terms and phrases
5-Foot High-Pressure acre-feet andesite Bolt bulldozed butterfly valves channel cofferdam completed conduit Conejos River contract cost cubic feet cubic yards cutoff trench dam and dike dam embankment dam foundation Denver dike section discharge drain emergency gate end-dump trucks engineer equipment excavation fault feet per second Figure fill zone flange flow fractured gate chamber Government camp grout cap Grout holes haul high-pressure gate impervious material inches inlet 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 pumpcrete machine reservoir right abutment Rio Grande Compact RIO GRANDE COUNTY riprap ROCK BORROW AREA rockfill SAN LUIS VALLEY separation plant SLIDE ROCK BORROW specifications spillway bridge steel pipe 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...