Trenton Dam: Constructed 1949-1953 |
From inside the book
Results 1-5 of 15
Page 16
... Plate 10 , dated 4-27-48 Letter dated 5-17-48 ) MAX . W. S. EL . 2785.6- MAX . STORAGE 370,000 A.F -STORAGE - ELEVATION ( From area - capacity curve and table Dwg . 404-711 Trenton , Nebr . 8-20-48 ) STORAGE - TIME- ONE - HALF FLOOD ...
... Plate 10 , dated 4-27-48 Letter dated 5-17-48 ) MAX . W. S. EL . 2785.6- MAX . STORAGE 370,000 A.F -STORAGE - ELEVATION ( From area - capacity curve and table Dwg . 404-711 Trenton , Nebr . 8-20-48 ) STORAGE - TIME- ONE - HALF FLOOD ...
Page 28
... plates AL 747.5 Contraction joints with preformed joint filler-- Radial gate control " piping Crown El 2793.17 at supports- EL 2790.00 5-44 3 . · 16 . Highway bridge to 30 + 00.00-- 6 ' Std pipe Batter per foot . Detail Y El 2754.00- 6 ...
... plates AL 747.5 Contraction joints with preformed joint filler-- Radial gate control " piping Crown El 2793.17 at supports- EL 2790.00 5-44 3 . · 16 . Highway bridge to 30 + 00.00-- 6 ' Std pipe Batter per foot . Detail Y El 2754.00- 6 ...
Page 29
... plate 3-03-2 Layers of asbestos 1. sheet packing F24- SECTION G - G O Fillets 18 --Sta . 83 + 72.65 3-0 Slope 2 : 1- Bridge abutment retaining HT H 24 " . wall . Downstream embankment line- Slope 21 Rolled embankment 8 Fillets · 8-0 0-0 ...
... plate 3-03-2 Layers of asbestos 1. sheet packing F24- SECTION G - G O Fillets 18 --Sta . 83 + 72.65 3-0 Slope 2 : 1- Bridge abutment retaining HT H 24 " . wall . Downstream embankment line- Slope 21 Rolled embankment 8 Fillets · 8-0 0-0 ...
Page 34
... floats , a counterweight , and a hoist assembly connected with wire ropes , constitute the basic components of the hydraulic control system . Each float operates in a DIAGRAM OF SPILLWAY GATE STRUCTURE ------------- -Wall plate Gate in 34.
... floats , a counterweight , and a hoist assembly connected with wire ropes , constitute the basic components of the hydraulic control system . Each float operates in a DIAGRAM OF SPILLWAY GATE STRUCTURE ------------- -Wall plate Gate in 34.
Page 35
... plate Gate in raised position-- Arm rotated in horizontal position -Bettent of counterweight Bottom seal seat El ... plate Upstream skin plate Arc of rotation . 2783.00- & Trunnion pin . SECTION 8 - B Counterweight -Pin bearing ...
... plate Gate in raised position-- Arm rotated in horizontal position -Bettent of counterweight Bottom seal seat El ... plate Upstream skin plate Arc of rotation . 2783.00- & Trunnion pin . SECTION 8 - B Counterweight -Pin bearing ...
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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