Platoro Dam: Constructed 1949-19511954 - Dams - 71 pages |
From inside the book
Results 1-5 of 17
Page v
... stations 10 + 50 and 10 + 90 17. Excavation of grout cap trench in left abutment of dike 26 38 38 The entire flow of ... station 14 + 00 49 26. Large pneumatic tamping machine being used to compact zone 1 material on right abutment of ...
... stations 10 + 50 and 10 + 90 17. Excavation of grout cap trench in left abutment of dike 26 38 38 The entire flow of ... station 14 + 00 49 26. Large pneumatic tamping machine being used to compact zone 1 material on right abutment of ...
Page 8
... -9950 -9900 Assumed rock surface . 9850 15 STATIONS 10 5 Outlet tunnel- 19850 Figure 3 .-- General plan and sections for Platoro Dam . drawing 253 - D - 294 . ( Sheet 1 of 2 ) . From EL 10,033.5 Original ground surface S = 0.10 Max . 8.
... -9950 -9900 Assumed rock surface . 9850 15 STATIONS 10 5 Outlet tunnel- 19850 Figure 3 .-- General plan and sections for Platoro Dam . drawing 253 - D - 294 . ( Sheet 1 of 2 ) . From EL 10,033.5 Original ground surface S = 0.10 Max . 8.
Page 10
... station 0 + 00 of the specifications design and continuing as a single arc to a point on the left abutment 400 feet downstream from station 15 + 00 was found to contain the least yardage . However , this layout was abandoned in favor of ...
... station 0 + 00 of the specifications design and continuing as a single arc to a point on the left abutment 400 feet downstream from station 15 + 00 was found to contain the least yardage . However , this layout was abandoned in favor of ...
Page 12
... station Original elevation , August 30 , 1951 3 + 00 10,048.96 10,048.85 5 + 34.98 10,049.29 10,049.21 7 + 53.05 10,048.57 10,048.47 10 + 96.23 10,048.24 10,048 . 18 13 + 00 10,048.49 10,048 . 45 BM spillway bridge 10,048 . 12 10,048 ...
... station Original elevation , August 30 , 1951 3 + 00 10,048.96 10,048.85 5 + 34.98 10,049.29 10,049.21 7 + 53.05 10,048.57 10,048.47 10 + 96.23 10,048.24 10,048 . 18 13 + 00 10,048.49 10,048 . 45 BM spillway bridge 10,048 . 12 10,048 ...
Page 14
... station 444 sq miles LEGEND : W RECORDED FLOWS ESTIMATED FLOWS APPROVED leting CHIEF HYDROLOGY DIVISION Acting CHIEF uber of blowba danishad sol to bene Momentary Peok 836 cfs 5 DEPARTMENT OF THE INTERIOR BUREAU OF RECLAMATION SAN LUIS ...
... station 444 sq miles LEGEND : W RECORDED FLOWS ESTIMATED FLOWS APPROVED leting CHIEF HYDROLOGY DIVISION Acting CHIEF uber of blowba danishad sol to bene Momentary Peok 836 cfs 5 DEPARTMENT OF THE INTERIOR BUREAU OF RECLAMATION SAN LUIS ...
Common terms and phrases
48-inch butterfly valves acre-feet andesite axis Bolt bulldozed butterfly valves cofferdam completed Concrete grout conduit Conejos River contract cost cubic feet cubic yards cutoff trench dam and dike dam embankment dam foundation dike section discharge drain emergency gate end-dump trucks engineer equipment excavation fault fault gouge feet per second Figure fill zone flange flow fractured gate chamber Government camp grout cap Grout holes haul impervious material inches installation joints July Aug Sept June 21 laboratory leaf-Class left abutment load located main dam maximum Metal metalwork mixer moisture Order for changes outlet pipe outlet tunnel PARTIAL RUNOFF percent placed placement plates Platoro Dam pounds per square pumpcrete machine right abutment Rio Grande Compact RIO GRANDE COUNTY riprap ROCK BORROW AREA rockfill SAN LUIS VALLEY separation plant SLIDE ROCK BORROW specifications spillway bridge support rings talus tests trashrack structure unit valve house zone 1 material
Popular passages
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