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
... gallery ( b ) Access gallery at elevation 5737.5 37 . ( c ) Filling line gallery at elevation 5865 ( d ) Utility gallery at elevation 6015 . ( e ) Reinforcement for galleries , adits , and shafts . Roadway and bridges . 38. Elevator ...
... gallery ( b ) Access gallery at elevation 5737.5 37 . ( c ) Filling line gallery at elevation 5865 ( d ) Utility gallery at elevation 6015 . ( e ) Reinforcement for galleries , adits , and shafts . Roadway and bridges . 38. Elevator ...
Page xvii
... gallery system . Right abutment gallery system Dam galleries and shafts -- Plans and elevations including location of plumbline wells . Reinforcement of dam roadway and parapets --Blocks 13 through 15 Reinforcement of dam roadway and ...
... gallery system . Right abutment gallery system Dam galleries and shafts -- Plans and elevations including location of plumbline wells . Reinforcement of dam roadway and parapets --Blocks 13 through 15 Reinforcement of dam roadway and ...
Page 19
... gallery system from which consolidation grouting could be accomplished after mass concrete had been placed and contraction joints grouted . Seven grouting adits were formed in each abutment from which B - hole grouting was performed ...
... gallery system from which consolidation grouting could be accomplished after mass concrete had been placed and contraction joints grouted . Seven grouting adits were formed in each abutment from which B - hole grouting was performed ...
Page 20
... gallery , Black 24. See Dwg . 541-0-185 . E2,573,700 E.2.575 , 600 E.2.573.500 N.946,700 E.2,573,400 S.60 ° W 12 Spaces @ 20-240's NOTES For details of pipe installation for grouting from foundation , see Dwg . 591 - D - 385 . Diameter ...
... gallery , Black 24. See Dwg . 541-0-185 . E2,573,700 E.2.575 , 600 E.2.573.500 N.946,700 E.2,573,400 S.60 ° W 12 Spaces @ 20-240's NOTES For details of pipe installation for grouting from foundation , see Dwg . 591 - D - 385 . Diameter ...
Page 24
... GALLERY El 5545 : 2 Std pipe Foundation gallery DETAIL Z 15 Top of dom , EL 6047 Utility gallery , E1 . 6015.00 Foundation gallery , € 5580.00 line gallery 5865.00 Access gallery , El 573750 Two's 39 Drainage holes to intercept edge of ...
... GALLERY El 5545 : 2 Std pipe Foundation gallery DETAIL Z 15 Top of dom , EL 6047 Utility gallery , E1 . 6015.00 Foundation gallery , € 5580.00 line gallery 5865.00 Access gallery , El 573750 Two's 39 Drainage holes to intercept edge of ...
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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