Technical Record of Design and Construction: Flaming Gorge Dam and Powerplant, Constructed 1958-1964, Colorado River Storage Project, Utah |
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Page ii
... Cooling of mass concrete 35 . Contraction joints 36 . Openings in the dam ( a ) Foundation gallery ( b ) Access gallery at elevation 5737.5 37 . ( c ) Filling line gallery at elevation 5865 ( d ) Utility gallery at elevation 6015 . ( e ) ...
... Cooling of mass concrete 35 . Contraction joints 36 . Openings in the dam ( a ) Foundation gallery ( b ) Access gallery at elevation 5737.5 37 . ( c ) Filling line gallery at elevation 5865 ( d ) Utility gallery at elevation 6015 . ( e ) ...
Page v
... Cooling . 93 . Sewage treatment plant . 94 . Lighting system . 183 186 186 186 188 ( a ) General . ( b ) Direct - current emergency lighting . 188 188 ( c ) Fixtures 188 ( d ) Alternating - current system 188 C. Major Hydraulic ...
... Cooling . 93 . Sewage treatment plant . 94 . Lighting system . 183 186 186 186 188 ( a ) General . ( b ) Direct - current emergency lighting . 188 188 ( c ) Fixtures 188 ( d ) Alternating - current system 188 C. Major Hydraulic ...
Page x
... 353 353 199 . Readings and observations ( a ) Embedded instruments ( b ) Deflection targets ( c ) Plumblines . ( d ) Uplift pressure pipes . 353 353 355 355 355 Section CONTENTS-- Continued Page 200 . G. Concrete Cooling and X.
... 353 353 199 . Readings and observations ( a ) Embedded instruments ( b ) Deflection targets ( c ) Plumblines . ( d ) Uplift pressure pipes . 353 353 355 355 355 Section CONTENTS-- Continued Page 200 . G. Concrete Cooling and X.
Page xi
... Cooling and Contraction Joint Grouting Introduction . 355 201 . 202 . ( a ) Initial cooling -- 1960 ( b ) Initial cooling -- 1961 ( c ) Initial cooling -- 1962 Concrete cooling system Initial cooling procedures 356 356 357 357 358 203 .
... Cooling and Contraction Joint Grouting Introduction . 355 201 . 202 . ( a ) Initial cooling -- 1960 ( b ) Initial cooling -- 1961 ( c ) Initial cooling -- 1962 Concrete cooling system Initial cooling procedures 356 356 357 357 358 203 .
Page xiv
... cooling . ( g ) Air housing . ( h ) Piping . Protective equipment Excitation equipment 407 407 407 407 408 408 408 408 408 408 ( b ) Stator 408 Section CONTENTS-- Continued 271 . Installation chronology . C. Miscellaneous xiv.
... cooling . ( g ) Air housing . ( h ) Piping . Protective equipment Excitation equipment 407 407 407 407 408 408 408 408 408 408 ( b ) Stator 408 Section CONTENTS-- Continued 271 . Installation chronology . C. Miscellaneous xiv.
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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
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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