Platoro Dam: Constructed 1949-19511954 - Dams - 71 pages |
From inside the book
Results 1-5 of 17
Page i
... unit ( d ) Valve and control unit design ( e ) Modification of the valve house wall 22 22 22 22 23 23 25 25 25 25 22 25 27 Section CONTENTS ( Continued ) CHAPTER III -- CONTRACT ADMINISTRATION i.
... unit ( d ) Valve and control unit design ( e ) Modification of the valve house wall 22 22 22 22 23 23 25 25 25 25 22 25 27 Section CONTENTS ( Continued ) CHAPTER III -- CONTRACT ADMINISTRATION i.
Page ii
... unit ( b ) Inspection unit ( c ) Laboratory unit 39 . Government wage - hour forces D. Government Organization 36. General 37. Administrative and office engineering forces 38 . wwwww 31 31 31 31 32 32 32 E. Contractor's Organization 40 ...
... unit ( b ) Inspection unit ( c ) Laboratory unit 39 . Government wage - hour forces D. Government Organization 36. General 37. Administrative and office engineering forces 38 . wwwww 31 31 31 31 32 32 32 E. Contractor's Organization 40 ...
Page 12
... unit weight of the total material remained high . Percolation tests showed that with the minus No. 4 fraction placed at 95 percent of laboratory maximum density , the total material was still impervious . A total of 304 representative ...
... unit weight of the total material remained high . Percolation tests showed that with the minus No. 4 fraction placed at 95 percent of laboratory maximum density , the total material was still impervious . A total of 304 representative ...
Page 25
... Unit . --Each valve has an individual control unit which is located above the valve on the floor of the operating chamber . The unit consists of a stand supporting a limit - torque reversible electric motor and a handwheel , either of ...
... Unit . --Each valve has an individual control unit which is located above the valve on the floor of the operating chamber . The unit consists of a stand supporting a limit - torque reversible electric motor and a handwheel , either of ...
Page 26
... units one right hand and one left hand as shown 248 " Right hand butterfly valve CEL OF λ & 56 Da discharge line ELEVATION C - C Central Shaft Chip deep and grout to bring top surface of створ plate flush with floor DENVER , COLORADO ...
... units one right hand and one left hand as shown 248 " Right hand butterfly valve CEL OF λ & 56 Da discharge line ELEVATION C - C Central Shaft Chip deep and grout to bring top surface of створ plate flush with floor DENVER , COLORADO ...
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...