Navajo Dam and Reservoir, Issue 221966 - Dams - 241 pages |
From inside the book
Results 1-5 of 25
Page 6
... chute at right abutment Crest elevation : 6085 . 00 ( 1 , 854 . 71 meters ) Crest width : 138 feet ( 42 . 06 meters ) Length : 1 , 411 feet ( 430 . 07 meters ) Capacity : 34 , 000 second - feet at maximum water surface elevation 6101 ...
... chute at right abutment Crest elevation : 6085 . 00 ( 1 , 854 . 71 meters ) Crest width : 138 feet ( 42 . 06 meters ) Length : 1 , 411 feet ( 430 . 07 meters ) Capacity : 34 , 000 second - feet at maximum water surface elevation 6101 ...
Page ii
... Chute walls 54 (e) Chute floor and drainage gallery 54 (f) Stilling basin walls 54 (g) Stilling basin floor 55 (h) Outlet channel 56 C. Final Outlet Works Design 34. General description 56 35. Hydraulic capacities 56 36. Selection of ...
... Chute walls 54 (e) Chute floor and drainage gallery 54 (f) Stilling basin walls 54 (g) Stilling basin floor 55 (h) Outlet channel 56 C. Final Outlet Works Design 34. General description 56 35. Hydraulic capacities 56 36. Selection of ...
Page xxiv
... chute and stilling basin, a drainage system and gallery, an access house to the drainage gallery, V and an ouuel channel.^ The length of "the spillway structure is 1, 411 feet. The crest elevation is 6085. 00 and the stilling basin ...
... chute and stilling basin, a drainage system and gallery, an access house to the drainage gallery, V and an ouuel channel.^ The length of "the spillway structure is 1, 411 feet. The crest elevation is 6085. 00 and the stilling basin ...
Page 42
... chute and stilling basin were anchored to the sandstone formation, and the subgrade was drained by sewer -pipe drains. Diversion was to be accomplished through a 20-foot-diameter outlet works tunnel and the_ spillway stilling basin ...
... chute and stilling basin were anchored to the sandstone formation, and the subgrade was drained by sewer -pipe drains. Diversion was to be accomplished through a 20-foot-diameter outlet works tunnel and the_ spillway stilling basin ...
Page 45
... chute-tyoe spilluay, located on the sandstone and shales of the right abutment, was designed for a maximum discharge of 37, HZ second-feet at maximum reservoir elevation 6102.4. The effective crest length was 12C- feet and a highway ...
... chute-tyoe spilluay, located on the sandstone and shales of the right abutment, was designed for a maximum discharge of 37, HZ second-feet at maximum reservoir elevation 6102.4. The effective crest length was 12C- feet and a highway ...
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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...