Platoro Dam: Constructed 1949-19511954 - Dams - 71 pages |
From inside the book
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Page i
... plan 13 20. Outlet works 13 21. Hydraulic design of outlet works 18 22 . Structural design of outlet 18 23 . ( a ) Electrical system ( b ) Ventilation system ( a ) General ' Outlet works electrical and ventilation systems 24. Welded ...
... plan 13 20. Outlet works 13 21. Hydraulic design of outlet works 18 22 . Structural design of outlet 18 23 . ( a ) Electrical system ( b ) Ventilation system ( a ) General ' Outlet works electrical and ventilation systems 24. Welded ...
Page v
... plan and sections for Platoro Dam ( 2 sheets ) 8-9 11 14 4. Material distribution chart 5. Hydrograph of Conejos River below Platoro Dam site 6. Area - capacity - discharge curves for Platoro reservoir , spillway , and outlets 7. Plan ...
... plan and sections for Platoro Dam ( 2 sheets ) 8-9 11 14 4. Material distribution chart 5. Hydrograph of Conejos River below Platoro Dam site 6. Area - capacity - discharge curves for Platoro reservoir , spillway , and outlets 7. Plan ...
Page vii
... planning compared the advantages of a single main - stream ( Counsellor ) reser- voir against those of a two - reservoir ( Platoro - Mogote ) plan of development . By July 10 , 1946 , exhaustive studies had eliminated the main - stream ...
... planning compared the advantages of a single main - stream ( Counsellor ) reser- voir against those of a two - reservoir ( Platoro - Mogote ) plan of development . By July 10 , 1946 , exhaustive studies had eliminated the main - stream ...
Page 8
... PLAN 10,100 ELEVATION 10,000 -Original ground surface Original ground surface , Talus and soil- Grout holes @ 10,025 CONEJOS RIVER Talus O PROFILE ALONG OF AXIS OF DAM ELEVATION 5 Min 5-3 " Av Grout holes @ approx . E. 99,000 --Axis of ...
... PLAN 10,100 ELEVATION 10,000 -Original ground surface Original ground surface , Talus and soil- Grout holes @ 10,025 CONEJOS RIVER Talus O PROFILE ALONG OF AXIS OF DAM ELEVATION 5 Min 5-3 " Av Grout holes @ approx . E. 99,000 --Axis of ...
Page 9
... plan and sections for Platoro Dam . ( Sheet 2 of 2 ) . From drawing 253 - D - 294 - 11. Specification Zoning . The abundance of pervious materials. EL 10,033.5 Original ground surface S = 0.10 Max . W.S. El . 10,042.0 Q = 3000 cfs . El ...
... plan and sections for Platoro Dam . ( Sheet 2 of 2 ) . From drawing 253 - D - 294 - 11. Specification Zoning . The abundance of pervious materials. EL 10,033.5 Original ground surface S = 0.10 Max . W.S. El . 10,042.0 Q = 3000 cfs . El ...
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...