Trenton Dam: Constructed 1949-1953 |
From inside the book
Results 1-5 of 15
Page
... cubic yards Slopes : Upstream , 6 to 1 to ele- vation 2710 , 3 to 1 to elevation 2760 , and 2-1 / 2 to 1 to eleva- tion 2793 Downstream , 10 to 1 to elevation 2710 , 4 to 1 to eleva- tion 2735 , 2-1 / 2 to 1 to eleva- tion 2760 , and 2 ...
... cubic yards Slopes : Upstream , 6 to 1 to ele- vation 2710 , 3 to 1 to elevation 2760 , and 2-1 / 2 to 1 to eleva- tion 2793 Downstream , 10 to 1 to elevation 2710 , 4 to 1 to eleva- tion 2735 , 2-1 / 2 to 1 to eleva- tion 2760 , and 2 ...
Page 10
... cubic AMZET AKE ZO AHEED AM230 10,000 AH225 AM284 APPROXIMATE LIMITS OF NORTH IN - 3 ) BORROW AREA --- AHZZZ AM223 ANZEI & Proposed Trenton Dam access rood RR Sta 9696145 yords of material in borrow area el shall be excavated prior to ...
... cubic AMZET AKE ZO AHEED AM230 10,000 AH225 AM284 APPROXIMATE LIMITS OF NORTH IN - 3 ) BORROW AREA --- AHZZZ AM223 ANZEI & Proposed Trenton Dam access rood RR Sta 9696145 yords of material in borrow area el shall be excavated prior to ...
Page 11
... cubic foot at optimum moisture contents ranging from 15.5 to 18.7 percent . Permeability tests indicated an average coefficient of 0.1 foot per year . The average for the in - place density tests indicated a shrinkage factor of 23 ...
... cubic foot at optimum moisture contents ranging from 15.5 to 18.7 percent . Permeability tests indicated an average coefficient of 0.1 foot per year . The average for the in - place density tests indicated a shrinkage factor of 23 ...
Page 22
... cubic yards ) of zone 2 material would be available . In order to utilize this larger quantity of material in the ... cubic foot in size and at least 30 percent should consist of pieces larger than 3 cubic feet in size . Toe trenches ...
... cubic yards ) of zone 2 material would be available . In order to utilize this larger quantity of material in the ... cubic foot in size and at least 30 percent should consist of pieces larger than 3 cubic feet in size . Toe trenches ...
Page 37
... cubic feet of free air per minute through the nozzles with a differential pres- sure across each nozzle of 2 pounds per square inch . Each compressor has sufficient capacity to operate the system , but the two compressors are provided ...
... cubic feet of free air per minute through the nozzles with a differential pres- sure across each nozzle of 2 pounds per square inch . Each compressor has sufficient capacity to operate the system , but the two compressors are provided ...
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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