Navajo Dam and Reservoir, Issue 221966 - Dams - 241 pages |
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Results 1-5 of 46
Page 9
... channel 74 55. Steel pipe manifold anchorage and valve house substructure 74 56. Control house 74 57. Valve house 74 58. Stilling basin 75 4. Description of Auxiliary Outlet Works 59. Intake structure 75 60. Tunnel upstream of gate ...
... channel 74 55. Steel pipe manifold anchorage and valve house substructure 74 56. Control house 74 57. Valve house 74 58. Stilling basin 75 4. Description of Auxiliary Outlet Works 59. Intake structure 75 60. Tunnel upstream of gate ...
Page ii
... channel 56 C. Final Outlet Works Design 34. General description 56 35. Hydraulic capacities 56 36. Selection of outlet works arrangement 56 1. Detailed Description of Main Outlet Works 37. Intake structure 58 38. Tunnel upstream of gate ...
... channel 56 C. Final Outlet Works Design 34. General description 56 35. Hydraulic capacities 56 36. Selection of outlet works arrangement 56 1. Detailed Description of Main Outlet Works 37. Intake structure 58 38. Tunnel upstream of gate ...
Page iii
... channel 74 55. Steel pipe manifold anchorage and valve house substructure 74 56. Control house 74 57. Valve house 74 58. Stilling basin 75 4. Description of Auxiliary Outlet Works 59. Intake structure 75 60. Tunnel upstream of gate ...
... channel 74 55. Steel pipe manifold anchorage and valve house substructure 74 56. Control house 74 57. Valve house 74 58. Stilling basin 75 4. Description of Auxiliary Outlet Works 59. Intake structure 75 60. Tunnel upstream of gate ...
Page ix
... channel flow in auxiliary outlet works 83 42. Stoplogs for main outlet works diversion inlet structure 88 43. Elliptical bulkhead for main outlet works intake structure 89 44. Trashracks for main outlet works intake structure 91 45 ...
... channel flow in auxiliary outlet works 83 42. Stoplogs for main outlet works diversion inlet structure 88 43. Elliptical bulkhead for main outlet works intake structure 89 44. Trashracks for main outlet works intake structure 91 45 ...
Page xix
... channel flow in auxiliary outlet works 83 42. Stoplogs for main outlet works diversion inlet structure 88 43. Elliptical bulkhead for main outlet works intake structure 89 44. Trashracks for main outlet works intake structure 91 45 ...
... channel flow in auxiliary outlet works 83 42. Stoplogs for main outlet works diversion inlet structure 88 43. Elliptical bulkhead for main outlet works intake structure 89 44. Trashracks for main outlet works intake structure 91 45 ...
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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...