Technical Record of Design and Construction: Flaming Gorge Dam and Powerplant, Constructed 1958-1964, Colorado River Storage Project, Utah |
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... crane . The structure is about 220 feet ( 67.1 meters ) long , 100 feet ( 30.5 meters ) wide , and about 115 feet ( 35.1 meters ) high . The super structure for the generator room and machine shop is 185 feet ( 56.4 meters ) long and 60 ...
... crane . The structure is about 220 feet ( 67.1 meters ) long , 100 feet ( 30.5 meters ) wide , and about 115 feet ( 35.1 meters ) high . The super structure for the generator room and machine shop is 185 feet ( 56.4 meters ) long and 60 ...
Page iii
... ) Design stresses 64 . 66 - inch hollow -jet valves and controls . 124 125 ( a ) Description 125 ( b ) Design . . 131 65 . Trashracks . 131 66 . 70 - ton gantry crane Section CONTENTS -- Continued CHAPTER VII . Design --PENSTOCKS Page iii.
... ) Design stresses 64 . 66 - inch hollow -jet valves and controls . 124 125 ( a ) Description 125 ( b ) Design . . 131 65 . Trashracks . 131 66 . 70 - ton gantry crane Section CONTENTS -- Continued CHAPTER VII . Design --PENSTOCKS Page iii.
Page iv
... crane ( a ) General description ( b ) Design . 151 156 156 157 CHAPTER VIII . Design --POWERPLANT A. Powerhouse Structure 77 . Preliminary considerations for powerplant 78 . General design . 79 . Powerplant layout . ( a ) Main unit bays ...
... crane ( a ) General description ( b ) Design . 151 156 156 157 CHAPTER VIII . Design --POWERPLANT A. Powerhouse Structure 77 . Preliminary considerations for powerplant 78 . General design . 79 . Powerplant layout . ( a ) Main unit bays ...
Page vi
... crane 218 ( a ) General description 218 ( b ) Design . 220 104 . 10 - ton traveling crane for machine shop . 220 ( a ) General description 221 . ( b ) Design . . 221 105. 5 - ton draft tube bulkhead gate hoist . 221 106 . ( a ) General ...
... crane 218 ( a ) General description 218 ( b ) Design . 220 104 . 10 - ton traveling crane for machine shop . 220 ( a ) General description 221 . ( b ) Design . . 221 105. 5 - ton draft tube bulkhead gate hoist . 221 106 . ( a ) General ...
Page xi
... cranes . ( c ) Large cranes . Penstock and river outlet conduits ( a ) General ( b ) Installation . 369 369 369 371 371 371 371 371 371 372 CONTENTS-- Continued Section Page ( a ) General 222. River xi.
... cranes . ( c ) Large cranes . Penstock and river outlet conduits ( a ) General ( b ) Installation . 369 369 369 371 371 371 371 371 371 372 CONTENTS-- Continued Section Page ( a ) General 222. River xi.
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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