Trenton Dam: Constructed 1949-1953 |
From inside the book
Results 1-5 of 18
Page iii
... Forms 53 . 54 . 55 . 56 . 57 . 67 69 Batching and mixing Control Placement ( a ) Cold weather operations Curing Contraction joint grouting 69 71 71 74 74 74 D. Gate Installations 58 . High - pressure gates 75 59 . Radial gates 75 ( a ) ...
... Forms 53 . 54 . 55 . 56 . 57 . 67 69 Batching and mixing Control Placement ( a ) Cold weather operations Curing Contraction joint grouting 69 71 71 74 74 74 D. Gate Installations 58 . High - pressure gates 75 59 . Radial gates 75 ( a ) ...
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 ...
Other editions - View all
Common terms and phrases
abutment acre-feet aggregate backfill Berm blanket blockouts Brass Cap BUREAU OF RECLAMATION camber canal outlet cement centerline chute coarse concrete construction Contraction joint contractor control house crushed rock cubic yards cutoff trench dam embankment dam foundation designed discharge eleva emergency gate chamber Figure Float flood control gravel grout high-pressure gates Highway bridge Hitchcock County holes horizontal hydraulic hydrostatic head inlet intake structure layer Limits of special loads located loess material maximum metal Nebr north borrow operation pier Pierre shale piezometer Pipe handrail pounds per square pozzolan PROJ pump radial gate railroad reinforcement relocation Republican River reservoir water surface riprap River outlet Rolled embankment SCALE OF FEET second-feet Settlement point Shale surface SILT silty slope south borrow area special compaction specifications spillway structure steel stilling basin storage Sump Sump pump surface at elevation tests Trenton Dam upstream valve vertical walls water surface elevation
Popular passages
Page 51 - Design, Construction, Inspection and Repair of Unfired Pressure Vessels for Petroleum Liquids and Gases.
Page 99 - yd. cu. yd. lin. ft. lin. ft. lin. ft. Labor and materials by contractor Unit cost
Page 94 - yd. cu. yd. cu. yd. cu. yd. Labor and materials by contractor Unit cost
Page 96 - ft. lin. ft. lin. ft. lin. ft. Labor and materials by contractor Unit cost
Page 100 - cu. yd. Lump sum Lump sum Labor and materials by contractor Unit cost 2.00
Page 99 - 88 89 90 91 92 93 94 Property and pay item description Installing metal pipe, fittings, and valves less than 6 inches in diameter Installing metal pipe, fittings, and valves 6 inches
Page 25 - above the maximum water surface, to prevent the dam from being overtopped by waves. Factors influencing wave height and wave ride-up, including maximum wind velocity, direction and duration, offshore reservoir
Page 98 - ft. Ib. Ib. Ib. Ib. Ib. Ib. Ib. Labor and materials by contractor Unit cost