Boulder Canyon Project, Final Reports. Part IV- Design and Construction. Bulletin, Volume 6 |
Contents
CHAPTER IIMPERIAL DAM AND THE COLORADO | 1 |
Map of Imperial Valley and surrounding territory | 2 |
Table Page 7222727 | 3 |
178 other sections not shown
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Common terms and phrases
aggregate All-American Canal desilting All-American Canal headworks Arizona abutment average Axis bottom bridge buttresses bypass California abutment cofferdam Colorado River Compacted embankment compacted fill concrete piles construction control house crest cubic foot cut-off cylinder density deposited depth dike discharge downstream apron drain effluent elevation excavation extending fanglomerate Flexible joint-seal floor flow gate structure Gila Canal desilting Gila Canal headworks grade Gravel blanket hoists Hoover Dam hydraulic jump Imperial Dam Imperial irrigation district Imperial Reservoir Imperial Valley influent channel installed joint Laguna Dam length levee load located maximum nonoverflow structures operation overflow weir percent piers pump radial gates reinforced-concrete rhyolite riprap Rock fill roller gates Rubber water-stop sand scraper second-feet settling basins shear shown in figure side sill silt slopes sludge pipe sluice Steel sheet-piling tailwater tests thick tion training dike trash-rack trench unit upstream apron vertical wall water surface width Wooden sheet-piling Yuma