Technical Record of Design and Construction: Flaming Gorge Dam and Powerplant, Constructed 1958-1964, Colorado River Storage Project, Utah |
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Page 47
... CONNECTION DETAILS BETWEEN METAL SEAL AND RUBBER WATERSTOP Groove for asphalt seal CONTRACTION JOINT AT THRUST BLOCK NOTES Line of excavation Metal seals shall be placed across all contraction joints as near bedrock as possible . Place ...
... CONNECTION DETAILS BETWEEN METAL SEAL AND RUBBER WATERSTOP Groove for asphalt seal CONTRACTION JOINT AT THRUST BLOCK NOTES Line of excavation Metal seals shall be placed across all contraction joints as near bedrock as possible . Place ...
Page 48
... connected and rubber gasket 100 Thin wall tubing Adapter coupling Std . nipple Std pipe thread 3 " Min Std . mpple- DS face of dom S SURFACE CONNECTION DETAIL I " OD COOLING AND THERMOMETER TUBING AT FACE OF DAM Thermometer tubing to ...
... connected and rubber gasket 100 Thin wall tubing Adapter coupling Std . nipple Std pipe thread 3 " Min Std . mpple- DS face of dom S SURFACE CONNECTION DETAIL I " OD COOLING AND THERMOMETER TUBING AT FACE OF DAM Thermometer tubing to ...
Page 65
... connected directly to 13-6015 1-4 ° GROUPS AND NO - STRESS NS29 , NS 30 STRESSMETERS JOINT METERS THERMOMETERS BOARD TOTAL TERMINATIONS TERMINATIONS PSI - PSS JIOT - J110 23 47 24 1.4 P46 - P30 J103 - J106 27 27 PAI - P45 P36 - P40 J99 ...
... connected directly to 13-6015 1-4 ° GROUPS AND NO - STRESS NS29 , NS 30 STRESSMETERS JOINT METERS THERMOMETERS BOARD TOTAL TERMINATIONS TERMINATIONS PSI - PSS JIOT - J110 23 47 24 1.4 P46 - P30 J103 - J106 27 27 PAI - P45 P36 - P40 J99 ...
Page 66
... Connecting conduits BLOCK S T830 Conduits -3 ° Nipple 2 Conduit 4 Conduit for ( 15 ) TB2 TB3 T87 тве T89 -9-3 to Block 13 ... connected by or larger da condut nipples . Each Terminal Board to be grounded with No QAWG bare stranded copper ...
... Connecting conduits BLOCK S T830 Conduits -3 ° Nipple 2 Conduit 4 Conduit for ( 15 ) TB2 TB3 T87 тве T89 -9-3 to Block 13 ... connected by or larger da condut nipples . Each Terminal Board to be grounded with No QAWG bare stranded copper ...
Page 70
... connected to a Wheatstone bridge , a Siemens lead - compensating circuit is formed through the three - lead cable , and the test set can read directly the resistance of the coils only . Thus , the test set used with the resistance ...
... connected to a Wheatstone bridge , a Siemens lead - compensating circuit is formed through the three - lead cable , and the test set can read directly the resistance of the coils only . Thus , the test set used with the resistance ...
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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