Platoro Dam: Constructed 1949-19511954 - Dams - 71 pages |
From inside the book
Results 1-5 of 22
Page
... Conejos River 1 mile west of Platoro , Colo . Constructed : 1949-1951 Water supply : Conejos River Drainage 39.7 square miles ་ Maximum flood : 1,380 cubic feet per second ( 1949 ) Reservoir : Area : 950 acres Total storage ( including ...
... Conejos River 1 mile west of Platoro , Colo . Constructed : 1949-1951 Water supply : Conejos River Drainage 39.7 square miles ་ Maximum flood : 1,380 cubic feet per second ( 1949 ) Reservoir : Area : 950 acres Total storage ( including ...
Page
... Conejos River . 1 mile west of Platoro , Colo . Constructed : 1949-1951 Water supply : Conejos River Drainage Maximus area no 1 , 380 cubic feet per second ( 1949 ) 39.7 square miles Reservoir : Area : 950 acres Total storage ...
... Conejos River . 1 mile west of Platoro , Colo . Constructed : 1949-1951 Water supply : Conejos River Drainage Maximus area no 1 , 380 cubic feet per second ( 1949 ) 39.7 square miles Reservoir : Area : 950 acres Total storage ...
Page v
... Conejos River diverted through the outlet pipe 41 41 42 42 18. Stripping activities on the foundation of the river section of the main dam 43 19. Vicinity map showing borrow areas with test holes and profile lines 20. A 2-1 / 2 - cubic ...
... Conejos River diverted through the outlet pipe 41 41 42 42 18. Stripping activities on the foundation of the river section of the main dam 43 19. Vicinity map showing borrow areas with test holes and profile lines 20. A 2-1 / 2 - cubic ...
Page vii
... Conejos River 1 mile west of the town of Platoro , Colo . , at an elevation of 10,000 feet above sea level . It is the principal feature of the Conejos division of the San Luis Valley project ; it will provide supplemental water to 85 ...
... Conejos River 1 mile west of the town of Platoro , Colo . , at an elevation of 10,000 feet above sea level . It is the principal feature of the Conejos division of the San Luis Valley project ; it will provide supplemental water to 85 ...
Page 1
... Conejos Andesites and Breccias and the Treasure Moun- tain Quartz Latite ... river beneath the upstream toe of the dam and enters the draw into which ... river is uncertain , but it is believed that it lies in the vicinity of the inlet of ...
... Conejos Andesites and Breccias and the Treasure Moun- tain Quartz Latite ... river beneath the upstream toe of the dam and enters the draw into which ... river is uncertain , but it is believed that it lies in the vicinity of the inlet of ...
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.
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