Hungry Horse Dam and Powerplant: Constructed 1948-1953 |
From inside the book
Results 1-5 of 13
Page 45
... eleva- tion 3500.0 and a uniform thickness of 81.0 feet at elevation 3450.0 . At elevation 3448.5 and lower elevations the arch rings were variable in thickness from their crown to the abutments . The length along the crest of the dam ...
... eleva- tion 3500.0 and a uniform thickness of 81.0 feet at elevation 3450.0 . At elevation 3448.5 and lower elevations the arch rings were variable in thickness from their crown to the abutments . The length along the crest of the dam ...
Page 49
... eleva- tion 3400. This analysis included effects due to tangential shear and twist ; raising the reservoir water surface from elevation 3325 to elevation 3425 , and the weight of the concrete above elevation 3440. Concrete temperatures ...
... eleva- tion 3400. This analysis included effects due to tangential shear and twist ; raising the reservoir water surface from elevation 3325 to elevation 3425 , and the weight of the concrete above elevation 3440. Concrete temperatures ...
Page 67
... eleva- tor tower , and the normal feeder for the penstock gate hoist motors . The 115 / 230 - volt , 3 - wire secondary of the single - phase transformer in block 19 transformer vault extends as a single circuit to two individual air ...
... eleva- tor tower , and the normal feeder for the penstock gate hoist motors . The 115 / 230 - volt , 3 - wire secondary of the single - phase transformer in block 19 transformer vault extends as a single circuit to two individual air ...
Page 117
... eleva- tions and miscellaneous details . The waterways essentially established the unit spacing ; however ,. SEL TYPICAL CONTROL JOINT GROOVE DETAIL CONTROL JOINT- METAL ACCORDION DOOR- 22. 3 : 40.30 COLUMN BASE PLATE 21. 3 / 20.68 METAL ...
... eleva- tions and miscellaneous details . The waterways essentially established the unit spacing ; however ,. SEL TYPICAL CONTROL JOINT GROOVE DETAIL CONTROL JOINT- METAL ACCORDION DOOR- 22. 3 : 40.30 COLUMN BASE PLATE 21. 3 / 20.68 METAL ...
Page 131
... eleva- tion 3101.0 plus the tributary foundation pressure near their supports . Most of the re- inforcement in the substructure walls and draft tube piers and roof was determined from temperature and shrinkage requirements . ( e ) ...
... eleva- tion 3101.0 plus the tributary foundation pressure near their supports . Most of the re- inforcement in the substructure walls and draft tube piers and roof was determined from temperature and shrinkage requirements . ( e ) ...
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Common terms and phrases
3-phase adits amperes block BUREAU OF RECLAMATION cable circuit breaker compressor concrete Conduit connected construction contraction joints contractor control bay crane cubic DENVER designed DETAIL disconnecting switches diversion tunnel downstream draft tube drain drainage drilled electric embedded equipment excavation Expansion joint fault zone feet filtered oil Flathead River floor fly ash foundation gallery frame gantry crane gate Government camp grouting header hoist holes HORSE PROJECT-MONTANA HUNGRY Hungry Horse Dam HUNGRY HORSE PROJECT-MONTANA installed INTERIOR BUREAU Kalispell kilovolts Kips lighting located maximum METAL motor operation outlet pipes panelboard penstock percent plate pounds per square powerhouse powerplant pressure PROJECT-MONTANA HUNGRY HORSE protection pump RECLAMATION HUNGRY HORSE relay reservoir reservoir water rock seals shaft shown on figure speed spillway square inch steel storage stresses structure supply switchyard tank temperature trashrack turbine UNITED STATES DEPARTMENT upstream valve house voltage volts wall