Trenton Dam: Constructed 1949-1953 |
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... ( Continued ) Main cutoff trench : 50 - foot base width with 1-1 / 2 to 1 side slopes , length about 6 , 760 feet Auxiliary cutoff trench : 50 - foot base width with 1-1 / 2 to 1 side slopes , length about 570 feet Spillway Type ...
... ( Continued ) Main cutoff trench : 50 - foot base width with 1-1 / 2 to 1 side slopes , length about 6 , 760 feet Auxiliary cutoff trench : 50 - foot base width with 1-1 / 2 to 1 side slopes , length about 570 feet Spillway Type ...
Page i
... ( a ) Design stresses Ice prevention system 34 34 34 34 37 37 37 23 . River outlet trashracks 39 24 . High - pressure gates 39 D. Canal Outlet Works 25 . General 26. Intake structure 41 41 Section CONTENTS ( Continued ) 27 . 28 . 29 i.
... ( a ) Design stresses Ice prevention system 34 34 34 34 37 37 37 23 . River outlet trashracks 39 24 . High - pressure gates 39 D. Canal Outlet Works 25 . General 26. Intake structure 41 41 Section CONTENTS ( Continued ) 27 . 28 . 29 i.
Page ii
Constructed 1949-1953 United States. Bureau of Reclamation. Section CONTENTS ( Continued ) 27 . 28 . 29 . 30 . 31 . 32 . 33 . ( a ) Loadings ( b ) Design considerations ( c ) Trashracks Pressure ... ( Continued ) Section Page 48 . Earth fill ...
Constructed 1949-1953 United States. Bureau of Reclamation. Section CONTENTS ( Continued ) 27 . 28 . 29 . 30 . 31 . 32 . 33 . ( a ) Loadings ( b ) Design considerations ( c ) Trashracks Pressure ... ( Continued ) Section Page 48 . Earth fill ...
Page iii
Constructed 1949-1953 United States. Bureau of Reclamation. CONTENTS ( Continued ) Section Page 48 . Earth fill placement ( a ) Control 49 . Crushed rock and riprap placement 635 65 65 66 C. Concrete 50 . Materials ( a ) Sand 66 66 ( b ) ...
Constructed 1949-1953 United States. Bureau of Reclamation. CONTENTS ( Continued ) Section Page 48 . Earth fill placement ( a ) Control 49 . Crushed rock and riprap placement 635 65 65 66 C. Concrete 50 . Materials ( a ) Sand 66 66 ( b ) ...
Page iv
... well details 46 23 22 23 Control house and stilling well for canal outlet works 48 Canal outlet works -- Gate installations 24 Government organization chart -- Trenton Dam 58 339 50 53 Figure 25 LIST OF FIGURES ( Continued ) Title Page iv.
... well details 46 23 22 23 Control house and stilling well for canal outlet works 48 Canal outlet works -- Gate installations 24 Government organization chart -- Trenton Dam 58 339 50 53 Figure 25 LIST OF FIGURES ( Continued ) Title Page iv.
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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