Trenton Dam: Constructed 1949-1953 |
From inside the book
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Page 5
... saturated state , high pore pressures develop after application of a load . 5. Cost . - The following tabulation gives the cost of construction of Trenton Dam and Reservoir and the railroad and highway relocations , by major groupings ...
... saturated state , high pore pressures develop after application of a load . 5. Cost . - The following tabulation gives the cost of construction of Trenton Dam and Reservoir and the railroad and highway relocations , by major groupings ...
Page 7
... saturation could be antici- pated in the loess mantle of the right abutment . Provisions were made for preconsolida- tion of the right abutment by inundating the foundation area south of the canal outlet works for 60 days prior to ...
... saturation could be antici- pated in the loess mantle of the right abutment . Provisions were made for preconsolida- tion of the right abutment by inundating the foundation area south of the canal outlet works for 60 days prior to ...
Page 26
... Structures . The two abutment structures ,. Figure 11 .-- Completed spillway structure viewed from right side of stilling basin . P328-701-5282 , October 30 , 1953 . ( 2 ) Embankment saturated to phreatic line for normal. 26.
... Structures . The two abutment structures ,. Figure 11 .-- Completed spillway structure viewed from right side of stilling basin . P328-701-5282 , October 30 , 1953 . ( 2 ) Embankment saturated to phreatic line for normal. 26.
Page 27
... saturated earth and water loads , the following additional condi- tions were assumed in investigating stability : ( 1 ) No downstream horizontal loads ; uplift loads as indicated in ( 1 ) above and assuming all base drains are ...
... saturated earth and water loads , the following additional condi- tions were assumed in investigating stability : ( 1 ) No downstream horizontal loads ; uplift loads as indicated in ( 1 ) above and assuming all base drains are ...
Page 33
... saturated to normal tailwater elevation 2680 ; water in chute to nor- mal tailwater elevation . ( 3 ) Backfill saturated to maximum tailwater elevation 2700.6 ; jump profile for maximum discharge in stilling basin or water surface ...
... saturated to normal tailwater elevation 2680 ; water in chute to nor- mal tailwater elevation . ( 3 ) Backfill saturated to maximum tailwater elevation 2700.6 ; jump profile for maximum discharge in stilling basin or water surface ...
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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