Trenton Dam: Constructed 1949-1953 |
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... Spillway Type : Concrete overflow chute type with stilling basin Crest length of overflow section : 126 feet Crest : Elevation 2743.00 Maximum discharge : 126 , 500 second- feet at water surface elevation 2785.6 ( as determined by model ...
... Spillway Type : Concrete overflow chute type with stilling basin Crest length of overflow section : 126 feet Crest : Elevation 2743.00 Maximum discharge : 126 , 500 second- feet at water surface elevation 2785.6 ( as determined by model ...
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... Bureau of Reclamation. ing 2 FOREWORD Technical records of design and construction are a series. 20.58 AERIAL VIEW OF TRENTON DAM SPILLWAY DURING DEDICATION CEREMONIES October 1 , 1953 Lamar C Frenchman 51 aird ~ NEBRASKA 左 H Spring.
... Bureau of Reclamation. ing 2 FOREWORD Technical records of design and construction are a series. 20.58 AERIAL VIEW OF TRENTON DAM SPILLWAY DURING DEDICATION CEREMONIES October 1 , 1953 Lamar C Frenchman 51 aird ~ NEBRASKA 左 H Spring.
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... spillway and river outlets , canal outlet works , and railroad structures are included in chapter III . Chapter IV contains discussions on contract administration and survey work . All phases of construction are discussed in chapter V ...
... spillway and river outlets , canal outlet works , and railroad structures are included in chapter III . Chapter IV contains discussions on contract administration and survey work . All phases of construction are discussed in chapter V ...
Page i
... Spillway and River Outlets 15 . General 16 . Abutment structure 17 . Gate and bridge supporting structure 225 23 27 27 ( a ) Design considerations 32 ( b ) Reinforcement design 32 18 . Chute and stilling basin 32 ( a ) Floors 33 ( b ) ...
... Spillway and River Outlets 15 . General 16 . Abutment structure 17 . Gate and bridge supporting structure 225 23 27 27 ( a ) Design considerations 32 ( b ) Reinforcement design 32 18 . Chute and stilling basin 32 ( a ) Floors 33 ( b ) ...
Page ii
... and other excavation work 47 . B. Embankment Operations Borrow area operation ( a ) South borrow area ( b ) North borrow and spillway areas 61 61 61 63 63 63 8883 CONTENTS ( Continued ) Section Page 48 . Earth fill ii.
... and other excavation work 47 . B. Embankment Operations Borrow area operation ( a ) South borrow area ( b ) North borrow and spillway areas 61 61 61 63 63 63 8883 CONTENTS ( Continued ) Section Page 48 . Earth fill ii.
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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