Navajo Dam and Reservoir, Issue 221966 - Dams - 241 pages |
From inside the book
Results 1-5 of 44
Page 31
... head screw Steel Engineers tape . Steel topeo Steel ch - - - - DETAIL DETAIL SIDE ELEVATION e , Celta RET - - - - - - Latching star THIS DRAWING SUPERSEDES DRIDING 20 - 0 - Messuring stor NOTES Fillope to make hero post of the poets ...
... head screw Steel Engineers tape . Steel topeo Steel ch - - - - DETAIL DETAIL SIDE ELEVATION e , Celta RET - - - - - - Latching star THIS DRAWING SUPERSEDES DRIDING 20 - 0 - Messuring stor NOTES Fillope to make hero post of the poets ...
Page 46
... heads were computed from data published in the Boulder Canyon Project Final Reports. 1/ These were verified by a ... head of 18 feet on a sharp-crested weir. The downstream side of the crest and chute floor are connected by a 20-foot ...
... heads were computed from data published in the Boulder Canyon Project Final Reports. 1/ These were verified by a ... head of 18 feet on a sharp-crested weir. The downstream side of the crest and chute floor are connected by a 20-foot ...
Page 51
... heads were computed from data published in the Boulder Canyon Project Final Reports. 1/ These were verified by a ... head of 18 feet on a sharp-crested weir. The downstream side of the crest and chute floor are connected by a 20-foot ...
... heads were computed from data published in the Boulder Canyon Project Final Reports. 1/ These were verified by a ... head of 18 feet on a sharp-crested weir. The downstream side of the crest and chute floor are connected by a 20-foot ...
Page 54
... head on the drainage system under the stilling basin floor at the edge of the toe. The head on the drainage system under the stilling basin floor was taken to be the elevation of the water surface profile at the location of the drain ...
... head on the drainage system under the stilling basin floor at the edge of the toe. The head on the drainage system under the stilling basin floor was taken to be the elevation of the water surface profile at the location of the drain ...
Page 55
... head of 5 feet may exist above or below the maximum tailwater elevation acting from outside the stilling basin walls. The structural parts were considered as follows: Counterforts were designed as wedge-shaped T-beams carrying moment ...
... head of 5 feet may exist above or below the maximum tailwater elevation acting from outside the stilling basin walls. The structural parts were considered as follows: Counterforts were designed as wedge-shaped T-beams carrying moment ...
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Common terms and phrases
abutment allowable anchor approximately assumed auxiliary outlet backfill borrow area bulkhead capacity channel close completed concrete considered consists construction contract contractor crest cubic DETAIL discharge diversion downstream drain drainage DRAWINGS drilled elevation embankment equipment excavation feet Figure flood floor flow foundation furnished gate chamber gate structure gravel grout head hoist holes hollow-jet valve horizontal hydraulic inch inlet installed intake structure joints load located loss main outlet materials maximum Navajo Dam normal NOTES operations outlet works tunnel percent piezometer pipe placed PLAN plant position pounds per square pressure PROJECT pump reinforcement reservoir ring ring-follower gate River rock SAN JUAN sand sandstone seals second-feet SECTION shaft shale shown on figure specifications spillway square inch station steel stilling basin storage stresses surface tests trashrack unit upstream vertical volve Zone
Popular passages
Page 30 - Standard Specifications for Highway Bridges, published by the American Association of State Highway and Transportation Officials (AASHTO), are applied The AASHTO Specification recognizes two forms of truck loading: the H loading, and the HS loading.
Page 91 - ... potential of Federal water-control projects, principally those proposed by the Bureau of Reclamation. We have performed generally similar work for the Corps of Engineers when requested. In recent years the National Park Service has performed recreation resource planning at water-control projects under a memorandum of agreement between the Bureau of Reclamation and the National Park Service of April 5, 1955. A copy of the agreement is attached. Pertinent portions of the agreement are : 3. The...
Page 51 - Ibs. per square inch, one high pressure air compressor having a capacity of 1,600 cubic feet of free air per minute at a pressure of 125 Ibs. per square inch, and four hydraulic pumps with an accumulator, each developing 5,000 Ibs. per square inch. The erection of the power-house was commenced on June 28, 1922, and is now more than half completed. The plant is to be electrically operated, the current being furnished by three independent...