Navajo Dam and Reservoir, Issue 221966 - Dams - 241 pages |
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Page 9
... Discharge capacities 64 47. Hydraulic losses 64 (a) Modifications subsequent to construction 69 3. Structural Design of Main Outlet Works 48. General 69 49. Intake structure 69 50. Transition section at upstream portal 72 51. Tunnel ...
... Discharge capacities 64 47. Hydraulic losses 64 (a) Modifications subsequent to construction 69 3. Structural Design of Main Outlet Works 48. General 69 49. Intake structure 69 50. Transition section at upstream portal 72 51. Tunnel ...
Page iii
... Discharge capacities 64 47. Hydraulic losses 64 (a) Modifications subsequent to construction 69 3. Structural Design of Main Outlet Works 48. General 69 49. Intake structure 69 50. Transition section at upstream portal 72 51. Tunnel ...
... Discharge capacities 64 47. Hydraulic losses 64 (a) Modifications subsequent to construction 69 3. Structural Design of Main Outlet Works 48. General 69 49. Intake structure 69 50. Transition section at upstream portal 72 51. Tunnel ...
Page ix
... discharge curves 66 35. Discharge curves for 30-inch hollow-jet valve 67 36. Discharge curves for 72-inch hollow-jet valve 68 37. Auxiliary outlet works intake structure 76 38. Access tunnel and auxiliary outlet works tunnel sections 77 ...
... discharge curves 66 35. Discharge curves for 30-inch hollow-jet valve 67 36. Discharge curves for 72-inch hollow-jet valve 68 37. Auxiliary outlet works intake structure 76 38. Access tunnel and auxiliary outlet works tunnel sections 77 ...
Page xix
... discharge curves 66 35. Discharge curves for 30-inch hollow-jet valve 67 36. Discharge curves for 72-inch hollow-jet valve 68 37. Auxiliary outlet works intake structure 76 38. Access tunnel and auxiliary outlet works tunnel sections 77 ...
... discharge curves 66 35. Discharge curves for 30-inch hollow-jet valve 67 36. Discharge curves for 72-inch hollow-jet valve 68 37. Auxiliary outlet works intake structure 76 38. Access tunnel and auxiliary outlet works tunnel sections 77 ...
Page xxiv
... DISCHARGE IN THOUSANDS OF SECOND FEET MEAN DAILY DISCHARGE IN THOUSANDS OF SECOND FEET MEAN DAILY DISCHARGE IN THOUSANDS OF SECOND FEET HAZIZ FEB GARAMWAY JUNE JULY AUG SEP OCT NOV DEC 1945 WOMENTARY PEAK 5 , 310 GES TOTAL RUN OFF $ 12 ...
... DISCHARGE IN THOUSANDS OF SECOND FEET MEAN DAILY DISCHARGE IN THOUSANDS OF SECOND FEET MEAN DAILY DISCHARGE IN THOUSANDS OF SECOND FEET HAZIZ FEB GARAMWAY JUNE JULY AUG SEP OCT NOV DEC 1945 WOMENTARY PEAK 5 , 310 GES TOTAL RUN OFF $ 12 ...
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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...