Technical Record of Design and Construction: Flaming Gorge Dam and Powerplant, Constructed 1958-1964, Colorado River Storage Project, Utah |
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... percent of such costs will be repaid with interest . Flaming Gorge Dam Location : On the Green River , 6 miles ( 9.7 ... percent power factor Generators : Vertical - shaft type ; 40,000 kv.-a. at 90 - percent power factor , 3 - phase ...
... percent of such costs will be repaid with interest . Flaming Gorge Dam Location : On the Green River , 6 miles ( 9.7 ... percent power factor Generators : Vertical - shaft type ; 40,000 kv.-a. at 90 - percent power factor , 3 - phase ...
Page 18
... percent of the hydraulic head . At and near the bottom of the canyon , the holes had been planned to extend to curtains 75 , 150 , and 200 feet in depth where applicable . 18. Additional Consolidation Grouting Requirements . Owing to ...
... percent of the hydraulic head . At and near the bottom of the canyon , the holes had been planned to extend to curtains 75 , 150 , and 200 feet in depth where applicable . 18. Additional Consolidation Grouting Requirements . Owing to ...
Page 49
... percent of maximum hydrostatic head . The principal purpose of the gallery was to provide work- ing space from which the drilling and grouting for the high - pressure grout curtain could be accomplished and the holes for foundation ...
... percent of maximum hydrostatic head . The principal purpose of the gallery was to provide work- ing space from which the drilling and grouting for the high - pressure grout curtain could be accomplished and the holes for foundation ...
Page 53
... percent and arbitrarily increasing the longitudinal reinforcement . A substantial mat of reinforcement at the crest of the dam was assumed to be the most effective means of controlling cracking between the crest of the dam and the top ...
... percent and arbitrarily increasing the longitudinal reinforcement . A substantial mat of reinforcement at the crest of the dam was assumed to be the most effective means of controlling cracking between the crest of the dam and the top ...
Page 70
... percent change in ratio , and the meter will measure stresses up to 800 pounds per square inch in compression . It is apparent that the meters cannot measure tensile stress . The temperature calibration is about 8 ° F. per ohm . When ...
... percent change in ratio , and the meter will measure stresses up to 800 pounds per square inch in compression . It is apparent that the meters cannot measure tensile stress . The temperature calibration is about 8 ° F. per ohm . When ...
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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