Technical Record of Design and Construction: Flaming Gorge Dam and Powerplant, Constructed 1958-1964, Colorado River Storage Project, Utah |
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Page 12
... removed all the upper sediments , leaving the river in Red Canyon entirely in the resistant Uinta formation . The dip of the strata is to the northeast and the range from 1 ° to 75 ° . Two maps published by the U. S. Geological Survey ...
... removed all the upper sediments , leaving the river in Red Canyon entirely in the resistant Uinta formation . The dip of the strata is to the northeast and the range from 1 ° to 75 ° . Two maps published by the U. S. Geological Survey ...
Page 13
... removed during construction operations . ( c ) River Channel Overburden . --It was determined that the foundation rock in the river channel was hard and unweathered . The river fill was essentially sand and well - rounded gravel and ...
... removed during construction operations . ( c ) River Channel Overburden . --It was determined that the foundation rock in the river channel was hard and unweathered . The river fill was essentially sand and well - rounded gravel and ...
Page 17
... removed . To safeguard against weathering of certain of the shale zones and consequent undercutting of rock masses it was decided to construct concrete protective walls . In all , six protective walls were constructed for the protection ...
... removed . To safeguard against weathering of certain of the shale zones and consequent undercutting of rock masses it was decided to construct concrete protective walls . In all , six protective walls were constructed for the protection ...
Page 48
... removed and the hole filled with drypack- -Cap when not Adopter coupling " Std pipe header connected and rubber gasket 100 Thin wall tubing Adapter coupling Std . nipple Std pipe thread 3 " Min Std . mpple- DS face of dom S SURFACE ...
... removed and the hole filled with drypack- -Cap when not Adopter coupling " Std pipe header connected and rubber gasket 100 Thin wall tubing Adapter coupling Std . nipple Std pipe thread 3 " Min Std . mpple- DS face of dom S SURFACE ...
Page 54
... removed for servicing . The platform was designed for the follow- ing loads in addition to the crane loads : = Weight of hoist 18 , 400 pounds Weight of stems = 28 , 500 pounds In lieu of a hoist load a live load of 500 pounds per ...
... removed for servicing . The platform was designed for the follow- ing loads in addition to the crane loads : = Weight of hoist 18 , 400 pounds Weight of stems = 28 , 500 pounds In lieu of a hoist load a live load of 500 pounds per ...
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Common terms and phrases
Adit anchor bars arch blockout BUREAU OF RECLAMATION cable cantilever COLORADO RIVER STORAGE concrete Conduit construction Contraction joint crane crest DENVER designed DETAIL diversion tunnel downstream face drain drainage basin drainage holes drilled Elevator tower excavation expansion joint face of dam feet Figure Filling line FLAMING GORGE DAM FOUNDATION GALLERY GORGE UNIT Green River grouting header hoist structure hollow-jet valve horizontal installed INTERIOR BUREAU load located maximum operation outlet pipes Penstock piston PLAN plone pounds per square powerplant PROJECT GREEN DIV-FLAMING pumps reading station RECLAMATION COLORADO RIVER REFERENCE DRAWINGS reinforcement relief valve reservoir reservoir water resistance thermometers river outlets RIVER STORAGE PROJECT rock rubber joint filler seal SECTION A-A shale shale zones shown Slope spillway Sponge rubber joint square inch steel STORAGE PROJECT GREEN strain meter strainmeters stresses surface switchyard temperature thermometer trashrack structure tubing UNITED STATES DEPARTMENT upstream face vent vertical
Popular passages
Page 181 - I bars so placed that more than 12 inches of concrete is cast in the member below the bar. In case of uncertainties regarding classification of horizontal bars, use bond stress for top bars. * Deformations for high-bond bars shall conform to the requirements of ASTM Designation A. 305(latest edition) '"n 15 12 10 8
Page 181 - REINFORCEMENT k 0.40 0.40 0.40 0.40 ^R 157 196 235 294 WORKING STRESSES FOR REINFORCEMENT Tension in flexural members with or without axial loads. Intermediate and hard-grade steel f, 20,000 Tension in *eb reinforcement Intermediate grade steel f s 16,000 Compression in column verticals and flexural members (Intermediate grade steel)
Page 333 - the type and size or capacity of a particular make and model of equipment were not stated in the original report, these have been obtained from current construction equipment catalogs. As specifications for a particular model may vary from year to year, some minor discrepancies may exist between the reported size or capacity and that of the equipment actually used.
Page 437 - Where the type and size or capacity of a particular make and model of equipment were not stated in the original report, these have been obtained from current construction equipment catalogs. As specifications for a particular model may vary from year to year, some minor discrepancies may exist between the reported size or capacity and that of the equipment actually used.
Page 404 - _l/Where the type and size or capacity of a particular make and model of equipment were not stated in the original report, these have been obtained from current construction equipment catalogs. As specifications for a particular model may vary from year to year, some minor discrepancies may exist between the reported size or capacity and that of the equipment actually used.
Page 230 - combinations of these stresses were increased according to the Navy standard noted. A factor of safety of not less than 5, based on the ultimate strength of the material and rated capacity of the crane, was used in the design of all mechanical parts.
Page 99 - pounds per square inch. Equivalent stress in the skinplate due to beam bending and skinplate bending was limited to 20,000 pounds per square inch. A portion of the skinplate was considered to be an integral part of the upstream beam flanges. The skinplate was also assumed to act as a haunched continuous beam with the supports on the
Page 134 - Material Steel Bolt steel Cast steel Brass or bronze Type Rolled or forged Rolled or forged Castings Rolled or cast Percent of yield point 40 25 33 33 Percent of ultimate strength 25 16.5 20