Platoro Dam: Constructed 1949-19511954 - Dams - 71 pages |
From inside the book
Results 1-5 of 19
Page ii
... 37 37 A. Excavation 47 . Cutoff trench 48 . Dam foundation 49. Spillway 50 . Tunnel 51 . 52. Valve house structure 39 39 40 40 Trashrack structure and inlet channel 40 44 CONTENTS ( Continued ) B. Borrow Areas Page 44 44 ii.
... 37 37 A. Excavation 47 . Cutoff trench 48 . Dam foundation 49. Spillway 50 . Tunnel 51 . 52. Valve house structure 39 39 40 40 Trashrack structure and inlet channel 40 44 CONTENTS ( Continued ) B. Borrow Areas Page 44 44 ii.
Page iii
... Trashrack and conduit section 56 56 75. Spillway bridge and crestwall 76. Valve house and retaining wall 56 59 G. Metalwork and Machinery 77. Outlet pipe ( 56 - inch inside diameter ) 59 78. High - pressure gate 79. Butterfly valves ...
... Trashrack and conduit section 56 56 75. Spillway bridge and crestwall 76. Valve house and retaining wall 56 59 G. Metalwork and Machinery 77. Outlet pipe ( 56 - inch inside diameter ) 59 78. High - pressure gate 79. Butterfly valves ...
Page v
... trashrack structure and conduit 16. Diamond drilling of grout holes to form the grout curtain at stations 10 + 50 and 10 + 90 17. Excavation of grout cap trench in left abutment of dike 26 38 38 The entire flow of Conejos River diverted ...
... trashrack structure and conduit 16. Diamond drilling of grout holes to form the grout curtain at stations 10 + 50 and 10 + 90 17. Excavation of grout cap trench in left abutment of dike 26 38 38 The entire flow of Conejos River diverted ...
Page vii
... trashrack structure , a concrete - lined high - pressure tunnel , a gate chamber , a concrete- lined horseshoe tunnel housing a 56 - inch - diameter steel pipe , and a valve house struc- ture . Flow is controlled by a 4- by 5 - foot ...
... trashrack structure , a concrete - lined high - pressure tunnel , a gate chamber , a concrete- lined horseshoe tunnel housing a 56 - inch - diameter steel pipe , and a valve house struc- ture . Flow is controlled by a 4- by 5 - foot ...
Page 8
... Trashrack structure -9975- Inlet channel El . 9911.0 N 100,164.26 E. 100,660.63 Dam axis Sta . 1 + 08.00 Tunnel Sta . 6 + 96.29 N. 100 , 218.26 E. 100 , 567.10 100 100 O SCALE OF FEET 200 Reservoir Area- Dike . 10,100 Spillway- Spillway ...
... Trashrack structure -9975- Inlet channel El . 9911.0 N 100,164.26 E. 100,660.63 Dam axis Sta . 1 + 08.00 Tunnel Sta . 6 + 96.29 N. 100 , 218.26 E. 100 , 567.10 100 100 O SCALE OF FEET 200 Reservoir Area- Dike . 10,100 Spillway- Spillway ...
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
Page 18 - ... PARTS 151. Character of Structure.— The structure is to be of the skeleton, curtain-beam type, resting on I-beam footings or grillages. The building is to be (18) stories high, with a basement story and a (flat) (mansard) (pointed) (hipped) roof. 152. Floor Loading.— The floors are to be calculated for a live load of (100) pounds per square foot, and a dead load of (50) pounds per square foot. The roof is to be calculated for a live load of (50) pounds per square foot, and a dead load of...
Page 22 - Specifications for Low and Intermediate Tensile Strength Carbon-Steel Plates of Flange and Firebox Qualities (Plates 2 in. and Under in Thickness) (ASTM Designation: A 285),' or Tentative Specifications for Low and Intermediate Tensile Strength Carbon-Steel Plates of Structural Quality (Plates 2 in.
Page 22 - Standard Specifications for FORGED- OR ROLLED-STEEL PIPE FLANGES, FORGED FITTINGS, AND VALVES AND PARTS FOR HIGH-TEMPERATURE SERVICE...