Navajo Dam and Reservoir, Issue 221966 - Dams - 241 pages |
From inside the book
Results 6-10 of 44
Page 59
... head 7 suspended DOS on 16 - 0 29 1 550 R10 D ' O Dea Guide pilote of bottom Of column shown on 7 - D - 32 - * * Dag Origin of elipse See Detail w L - E57860 L SECTION D - D STRUT DETAIL 100 groove . . . 1 Cover and Duinneod and ...
... head 7 suspended DOS on 16 - 0 29 1 550 R10 D ' O Dea Guide pilote of bottom Of column shown on 7 - D - 32 - * * Dag Origin of elipse See Detail w L - E57860 L SECTION D - D STRUT DETAIL 100 groove . . . 1 Cover and Duinneod and ...
Page 64
... head for future extension if desired. A 30 -inch- diameter branch to the right extends to the control house and is ... head available immelSately^upstream _frqm their entrances. and on the discharge coefficient characteristics of the ...
... head for future extension if desired. A 30 -inch- diameter branch to the right extends to the control house and is ... head available immelSately^upstream _frqm their entrances. and on the discharge coefficient characteristics of the ...
Page 69
... Head, feet second-feet surface elevation Head, feet second-feet 5890 168 2,800 6020 298 3,729 5900 178 2,882 6040 318 3,852 5920 198 3,040 6060 338 3,971 5940 218 3,190 6080 358 4,087 5960 238 3,332 6085 363 4,115 5980 258 3,471 6100 ...
... Head, feet second-feet surface elevation Head, feet second-feet 5890 168 2,800 6020 298 3,729 5900 178 2,882 6040 318 3,852 5920 198 3,040 6060 338 3,971 5940 218 3,190 6080 358 4,087 5960 238 3,332 6085 363 4,115 5980 258 3,471 6100 ...
Page 71
... head differential normally considered, and checked against here between the inside and outside portions of the structure. The shaft section, between elevations 5766. 0 and 5882. 5, supports the trashrack section and serves as the intake ...
... head differential normally considered, and checked against here between the inside and outside portions of the structure. The shaft section, between elevations 5766. 0 and 5882. 5, supports the trashrack section and serves as the intake ...
Page 72
... head at the upper end to zero at the gate structure. At the gate structure, the internal water pressure was assumed equal to the full reservoir head and the pressure was assumed to decrease to zero at the upstream portal. The lining was ...
... head at the upper end to zero at the gate structure. At the gate structure, the internal water pressure was assumed equal to the full reservoir head and the pressure was assumed to decrease to zero at the upstream portal. The lining was ...
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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...