Trenton Dam: Constructed 1949-1953 |
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Page iii
... Forms 53 . 54 . 55 . 56 . 57 . Batching and mixing Control Placement ( a ) Cold weather operations Curing Contraction joint grouting D. Gate Installations 58 . 59 . High - pressure gates Radial gates ( a ) Painting 255 75 75 75 CHAPTER ...
... Forms 53 . 54 . 55 . 56 . 57 . Batching and mixing Control Placement ( a ) Cold weather operations Curing Contraction joint grouting D. Gate Installations 58 . 59 . High - pressure gates Radial gates ( a ) Painting 255 75 75 75 CHAPTER ...
Page v
... Form for the 5.5 - foot circular conduit being assembled 68 View from top of mixing plant showing aggregate un- loading hopper , aggregate stockpiles , and conveyor system 70 34 Typical concrete mix data 72 35 Workmen using a vibrating ...
... Form for the 5.5 - foot circular conduit being assembled 68 View from top of mixing plant showing aggregate un- loading hopper , aggregate stockpiles , and conveyor system 70 34 Typical concrete mix data 72 35 Workmen using a vibrating ...
Page 1
... forms the headworks for the Meeker Irrigation Canal . An aerial view of Trenton Dam is shown in figure 1 . The dam is one of the key storage and flood control features of the Missouri River Basin project . Among the benefits derived ...
... forms the headworks for the Meeker Irrigation Canal . An aerial view of Trenton Dam is shown in figure 1 . The dam is one of the key storage and flood control features of the Missouri River Basin project . Among the benefits derived ...
Page 23
... form a filter and prevent clogging of the drain by movement of fine material . Because of the pervious materials and alluvial foundation , toe drains were not provided in the other sections of embankment . ( c ) Crest and Camber Details ...
... form a filter and prevent clogging of the drain by movement of fine material . Because of the pervious materials and alluvial foundation , toe drains were not provided in the other sections of embankment . ( c ) Crest and Camber Details ...
Page 27
... forms a bent with the upstream portion of each buttress to support a highway bridge . In the design of the abutment face walls the following loadings were assumed : ( 1 ) Water in reservoir at elevation 2785.0 ; a base uplift ...
... forms a bent with the upstream portion of each buttress to support a highway bridge . In the design of the abutment face walls the following loadings were assumed : ( 1 ) Water in reservoir at elevation 2785.0 ; a base uplift ...
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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