Platoro Dam: Constructed 1949-19511954 - Dams - 71 pages |
From inside the book
Results 1-5 of 15
Page 1
... joints and fractures are remarkably well healed within 2 or 3 feet from the surface exposures . It is believed that seepage will be effectively con- trolled by the grouting performed , as the few unhealed or open fractures were found to ...
... joints and fractures are remarkably well healed within 2 or 3 feet from the surface exposures . It is believed that seepage will be effectively con- trolled by the grouting performed , as the few unhealed or open fractures were found to ...
Page 3
... joints and fractures are remarkably well healed within 2 or 3 feet from the surface exposures . It is believed that seepage will be effectively con- trolled by the grouting performed , as the few unhealed or open fractures were found to ...
... joints and fractures are remarkably well healed within 2 or 3 feet from the surface exposures . It is believed that seepage will be effectively con- trolled by the grouting performed , as the few unhealed or open fractures were found to ...
Page 7
... joints and fractures are well healed within 2 or 3 feet from the surface exposures . area was covered with very little overburden and , under the zone 1 , the foundation was stripped to firm rock . It was required that , whenever a ...
... joints and fractures are well healed within 2 or 3 feet from the surface exposures . area was covered with very little overburden and , under the zone 1 , the foundation was stripped to firm rock . It was required that , whenever a ...
Page 9
... joint sealing filler Anchor bars Structural steel bar Joint filler- Grout DETAIL Z ( TWO REQUIRED ) U2 Finish < --- 8 ... joints 10 ' 35 ' 15 ' 2 " Selected gravelly material ☆ --- 10 ' · 3'Min . , Max . as directed depending on nature ...
... joint sealing filler Anchor bars Structural steel bar Joint filler- Grout DETAIL Z ( TWO REQUIRED ) U2 Finish < --- 8 ... joints 10 ' 35 ' 15 ' 2 " Selected gravelly material ☆ --- 10 ' · 3'Min . , Max . as directed depending on nature ...
Page 17
... joint . Side slopes · 9900 . 9925 9950 9975 .-- Valve house -56 ° 10 steel pipe € 6 ° HS funnel Invert E19889 . 25 . 2-48 ... joints . 15 ° Min 18 Av SECTION A - A 9500 100 200 SECTION D - D CONDUIT SECTION -Diversion with HP gate not ...
... joint . Side slopes · 9900 . 9925 9950 9975 .-- Valve house -56 ° 10 steel pipe € 6 ° HS funnel Invert E19889 . 25 . 2-48 ... joints . 15 ° Min 18 Av SECTION A - A 9500 100 200 SECTION D - D CONDUIT SECTION -Diversion with HP gate not ...
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...