Trenton Dam: Constructed 1949-1953 |
From inside the book
Results 1-5 of 40
Page
... Foundation : Pierre shale Slope protection : Riprap on gravel blanket on upstream face , seeded topsoil on downstream face Dimensions : Height : 144 feet above lowest ex- cavation in cutoff trench , 100 feet above riverbed Crest length ...
... Foundation : Pierre shale Slope protection : Riprap on gravel blanket on upstream face , seeded topsoil on downstream face Dimensions : Height : 144 feet above lowest ex- cavation in cutoff trench , 100 feet above riverbed Crest length ...
Page ii
... Foundation work ( b ) Completion work 55 55 55 55 56 56 56 56 57 57 57 5575 CHAPTER V -- CONSTRUCTION 59 42 . River diversion 43 . Construction equipment A. Excavation 59 69 44 . Foundation area 45 . Main cutoff trench 46 . Auxiliary ...
... Foundation work ( b ) Completion work 55 55 55 55 56 56 56 56 57 57 57 5575 CHAPTER V -- CONSTRUCTION 59 42 . River diversion 43 . Construction equipment A. Excavation 59 69 44 . Foundation area 45 . Main cutoff trench 46 . Auxiliary ...
Page iv
... foundation 4 area 5 Plan of borrow areas and logs of several test holes 6 Railroad and highway relocation around Swanson Lake ( the reservoir formed by Trenton Dam ) * 8 10 127 7 Flood routing curves 16 8 Trenton Dam -- General plan and ...
... foundation 4 area 5 Plan of borrow areas and logs of several test holes 6 Railroad and highway relocation around Swanson Lake ( the reservoir formed by Trenton Dam ) * 8 10 127 7 Flood routing curves 16 8 Trenton Dam -- General plan and ...
Page v
... foundation area 60 26 Main cutoff trench excavation operations 60 27 Auxiliary cutoff trench excavation completed to bedrock 62 28 A side - elevating loader in operation in South borrow area 62 20 29 Embankment placing operations 64 30 ...
... foundation area 60 26 Main cutoff trench excavation operations 60 27 Auxiliary cutoff trench excavation completed to bedrock 62 28 A side - elevating loader in operation in South borrow area 62 20 29 Embankment placing operations 64 30 ...
Page 1
... foundation conditions , a higher than anticipated railroad relocation cost , and necessity for a protective dike at the head of the lake for the town of Trenton . Alternative sites west of Trenton were studied and a site 2 miles west of ...
... foundation conditions , a higher than anticipated railroad relocation cost , and necessity for a protective dike at the head of the lake for the town of Trenton . Alternative sites west of Trenton were studied and a site 2 miles west of ...
Other editions - View all
Common terms and phrases
accessory cut-off trench acre-feet Approach channel Axis backfill Berm blanket Blockout BUREAU OF RECLAMATION canal outlet centerline channel capacity coarse concrete conduit construction Contraction joint Counterweight crushed rock cutoff trench dam embankment designed discharge drain outlet emergency gate chamber Expansion joint Figure Float flood control floor gate structure gravel ground surface Grouted high-pressure gate Highway bridge holes horizontal hydraulic hydrostatic head inlet installed intake structure Limits of special load located loess material maximum Metal Nebr NORTH BORROW AREA Pierre shale piezometer Pipe handrail PROJ Radial gate railroad reinforcement relocation Republican River reservoir water surface riprap River outlet Rolled embankment SCALE OF FEET second-feet SECTION A-A Settlement point Shale surface Sheet SILT silty slope special compaction spillway crest spillway gates spillway structure steel stilling basin Stoplog storage Sump Sump pump surface at elevation surfaces where directed Trashrack structure Trenton Dam upstream vertical walls water surface elevation