Navajo Dam and Reservoir, Issue 221966 - Dams - 241 pages |
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Page 9
... Foundation investigations 9 11. Damsite geology 9 12. Special foundation conditions 9 13. Reservoir geology 12 PART H— DESIGN CHAPTER m. Design— EARTH DAM 14. General description of features 13 15. Centerline location 13 16. Foundation ...
... Foundation investigations 9 11. Damsite geology 9 12. Special foundation conditions 9 13. Reservoir geology 12 PART H— DESIGN CHAPTER m. Design— EARTH DAM 14. General description of features 13 15. Centerline location 13 16. Foundation ...
Page 9
... foundation 143 (a) Excavation right of station 44+00 143 (b) Excavation left of station 44+00 143 104. Open cut for structures 143 105. Spillway excavation 145 106. Excavation in excavation area 1 145 B. Borrow Area Operations 107 ...
... foundation 143 (a) Excavation right of station 44+00 143 (b) Excavation left of station 44+00 143 104. Open cut for structures 143 105. Spillway excavation 145 106. Excavation in excavation area 1 145 B. Borrow Area Operations 107 ...
Page 9
... Foundation tips 189 (b) Embankment tips 189 157. Description of piezometer tips and tubing 189 158. Description of the terminal well 190 159. Filling piezometer tubes with water 190 160. Crossarm settlement installation 191 161. Surface ...
... Foundation tips 189 (b) Embankment tips 189 157. Description of piezometer tips and tubing 189 158. Description of the terminal well 190 159. Filling piezometer tubes with water 190 160. Crossarm settlement installation 191 161. Surface ...
Page i
... Foundation investigations 9 11. Damsite geology 9 12. Special foundation conditions 9 13. Reservoir geology 12 PART H— DESIGN CHAPTER m. Design— EARTE DAM 14. General description of features 13 15. Centerline location 13 16. Foundation ...
... Foundation investigations 9 11. Damsite geology 9 12. Special foundation conditions 9 13. Reservoir geology 12 PART H— DESIGN CHAPTER m. Design— EARTE DAM 14. General description of features 13 15. Centerline location 13 16. Foundation ...
Page v
... foundation 143 (a) Excavation right of station 44+00 143 (b) Excavation left of station 44+00 143 104. Open cut for structures 143 105. Spillway excavation 145 106. Excavation in excavation area 1 145 B. Borrow Area Operations 107 ...
... foundation 143 (a) Excavation right of station 44+00 143 (b) Excavation left of station 44+00 143 104. Open cut for structures 143 105. Spillway excavation 145 106. Excavation in excavation area 1 145 B. Borrow Area Operations 107 ...
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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...