Technical Record of Design and Construction: Flaming Gorge Dam and Powerplant, Constructed 1958-1964, Colorado River Storage Project, Utah |
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Page 11
... pounds per square inch were used in these tests for periods of 5 minutes each . There was a wide range of losses from 0 to 18 gallons per minute ( the capacity of the pump ) , but in practically all the tests it was possible to obtain ...
... pounds per square inch were used in these tests for periods of 5 minutes each . There was a wide range of losses from 0 to 18 gallons per minute ( the capacity of the pump ) , but in practically all the tests it was possible to obtain ...
Page 18
... a reasonable torque . A torque of 550 foot - pounds induced an average tension in the bars of approximately 6 , 000 pounds per square inch . ( 2 ) The use of hardened steel washers to reduce the friction losses at the nut and bearing ...
... a reasonable torque . A torque of 550 foot - pounds induced an average tension in the bars of approximately 6 , 000 pounds per square inch . ( 2 ) The use of hardened steel washers to reduce the friction losses at the nut and bearing ...
Page 32
... of the tunnel at the downstream end of the plug . The 62 - foot length of plug was determined by assuming a shearing stress of approximately 20 pounds per square inch at the periphery of the plug . Foundation grouting was required , ...
... of the tunnel at the downstream end of the plug . The 62 - foot length of plug was determined by assuming a shearing stress of approximately 20 pounds per square inch at the periphery of the plug . Foundation grouting was required , ...
Page 40
... pounds per square inch . ( 6 ) Sustained modulus of elasticity of foundation rock in tension and compression , 2 , 000 , 000 pounds per square inch . ( 7 ) Poisson's ratio for concrete , 0.20 . ( 8 ) Poisson's ratio for foundation rock ...
... pounds per square inch . ( 6 ) Sustained modulus of elasticity of foundation rock in tension and compression , 2 , 000 , 000 pounds per square inch . ( 7 ) Poisson's ratio for concrete , 0.20 . ( 8 ) Poisson's ratio for foundation rock ...
Page 41
... pounds per square inch occurs at the crown extrados , elevation 5880. At the abut- ments the maximum compressive arch stress is 653 pounds per square inch at the right side intrados , elevation 5880. A tensile stress of 66 pounds per ...
... pounds per square inch occurs at the crown extrados , elevation 5880. At the abut- ments the maximum compressive arch stress is 653 pounds per square inch at the right side intrados , elevation 5880. A tensile stress of 66 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