Technical Record of Design and Construction: Flaming Gorge Dam and Powerplant, Constructed 1958-1964, Colorado River Storage Project, Utah |
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... tunnel through left dam abutment , controlled by two 16.75- by 34.00 - foot ( 5.11- by 10.36 - meter ) fixed - wheel gates The 675 - foot - long ( 205.7 - meter ) tunnel varies in diameter from 26-1 / 2 feet ( 8.08 meters ) at the ...
... tunnel through left dam abutment , controlled by two 16.75- by 34.00 - foot ( 5.11- by 10.36 - meter ) fixed - wheel gates The 675 - foot - long ( 205.7 - meter ) tunnel varies in diameter from 26-1 / 2 feet ( 8.08 meters ) at the ...
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... tunnel ( b ) Spillway • ( c ) River channel overburden CHAPTER III . FOUNDATION TREATMENT A. Shale Zones 13 . General .. 14 . Concrete cutoffs for shale zones 15 . Concrete protective walls for shale zones . 16 . Anchorage of rock ...
... tunnel ( b ) Spillway • ( c ) River channel overburden CHAPTER III . FOUNDATION TREATMENT A. Shale Zones 13 . General .. 14 . Concrete cutoffs for shale zones 15 . Concrete protective walls for shale zones . 16 . Anchorage of rock ...
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... tunnel lining , plug , and intake closure structure 2225 31 32 32 CHAPTER V. Design --DAM A. Structural 29 . Detailed description 30 . 31 . .. Introduction to the trial load method of stress analysis . Basic design data used in analyses ...
... tunnel lining , plug , and intake closure structure 2225 31 32 32 CHAPTER V. Design --DAM A. Structural 29 . Detailed description 30 . 31 . .. Introduction to the trial load method of stress analysis . Basic design data used in analyses ...
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... Tunnel 294 294 294 297 297 152 . Surveys 153 . General 154 . 155 . 156 . Opencut excavation Tunnel excavation Preparations for placement of concrete . 157 . Concrete placement . 158 . Cement . 159 . Aggregate production 298 298 298 298 ...
... Tunnel 294 294 294 297 297 152 . Surveys 153 . General 154 . 155 . 156 . Opencut excavation Tunnel excavation Preparations for placement of concrete . 157 . Concrete placement . 158 . Cement . 159 . Aggregate production 298 298 298 298 ...
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... tunnel 335 336 E. Foundation Grouting , Drilling , and Drainage 173 . Introduction . 337 174 . Drilling and grouting equipment . 338 175 . Diversion tunnel . . 338 176 . Consolidation grouting in B - holes . 338 177 . Deep curtain ...
... tunnel 335 336 E. Foundation Grouting , Drilling , and Drainage 173 . Introduction . 337 174 . Drilling and grouting equipment . 338 175 . Diversion tunnel . . 338 176 . Consolidation grouting in B - holes . 338 177 . Deep curtain ...
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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