Trenton Dam: Constructed 1949-1953 |
From inside the book
Page ii
... 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.
... 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.
Page iv
... area 5 Plan of borrow areas and logs of several test holes 6 Railroad and highway relocation around Swanson Lake ( the reservoir formed by Trenton Dam ) 8 10 12 7 Flood routing curves 16 8 Trenton Dam -- General plan and sections 18 9 ...
... area 5 Plan of borrow areas and logs of several test holes 6 Railroad and highway relocation around Swanson Lake ( the reservoir formed by Trenton Dam ) 8 10 12 7 Flood routing curves 16 8 Trenton Dam -- General plan and sections 18 9 ...
Page v
... area 60 26 Main cutoff trench excavation operations 60 27 Auxiliary cutoff trench excavation completed to bedrock 62 28 A side - elevating loader in operation in South borrow area 62 29 Embankment placing operations 64 30 Dumping riprap ...
... area 60 26 Main cutoff trench excavation operations 60 27 Auxiliary cutoff trench excavation completed to bedrock 62 28 A side - elevating loader in operation in South borrow area 62 29 Embankment placing operations 64 30 Dumping riprap ...
Page 7
... area south of the canal outlet works for 60 days prior to placement of embankment . This method was feasible because ... borrow area consisted of several separate areas which were designated as N - 1 , N - 2 , N - 3 , and N - 4 . An area ...
... area south of the canal outlet works for 60 days prior to placement of embankment . This method was feasible because ... borrow area consisted of several separate areas which were designated as N - 1 , N - 2 , N - 3 , and N - 4 . An area ...
Page 10
... BORROW AREAS -APPROXIMATE LIMITS OF NORTH IN - 21 BORROW AREA AH319 AM3107 AM33 AN300- AHSOB AMSIT AH 508 APPROXIMATE LIMITS OF NORTH ( N - 1 ) BORROW AREA AM329 AMBOR AH307 75- AH383 AKSIS AN 312 AM328 AM332 AN 324 AN309 AM 313 PLAN OF ...
... BORROW AREAS -APPROXIMATE LIMITS OF NORTH IN - 21 BORROW AREA AH319 AM3107 AM33 AN300- AHSOB AMSIT AH 508 APPROXIMATE LIMITS OF NORTH ( N - 1 ) BORROW AREA AM329 AMBOR AH307 75- AH383 AKSIS AN 312 AM328 AM332 AN 324 AN309 AM 313 PLAN OF ...
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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