Trenton Dam: Constructed 1949-1953 |
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Page iii
... Settlement installations 822 77 77 APPENDIXES 83 A. Cost summary B. C. Pay item breakdown for contract 12r - 19084 , specifications No. 3047 Pay item breakdown for contract I2r - 18601 , specifications No. 2689 90 91 101 D. Cost of test ...
... Settlement installations 822 77 77 APPENDIXES 83 A. Cost summary B. C. Pay item breakdown for contract 12r - 19084 , specifications No. 3047 Pay item breakdown for contract I2r - 18601 , specifications No. 2689 90 91 101 D. Cost of test ...
Page v
... settlement installation 79 40 Settlement point installation details 80 CHAPTER I -- INTRODUCTION - 1. General Description . Trenton >
... settlement installation 79 40 Settlement point installation details 80 CHAPTER I -- INTRODUCTION - 1. General Description . Trenton >
Page 23
... settlement of the foundation and consolidation of the embankment without a reduction in freeboard , a camber was provided over the crest length . From a maximum camber of 1.5 feet , anticipated settlement and consolidation at different ...
... settlement of the foundation and consolidation of the embankment without a reduction in freeboard , a camber was provided over the crest length . From a maximum camber of 1.5 feet , anticipated settlement and consolidation at different ...
Page 32
... settlement of the foundation will result . The following loading conditions were assumed : ( 1 ) No water in the reservoir and no uplift . ( 2 ) Reservoir water surface at elevation 2773.0 and no uplift . ( 3 ) Reservoir water surface ...
... settlement of the foundation will result . The following loading conditions were assumed : ( 1 ) No water in the reservoir and no uplift . ( 2 ) Reservoir water surface at elevation 2773.0 and no uplift . ( 3 ) Reservoir water surface ...
Page 41
... elevation 2706.0 , there are no appreciable forces acting on the intake structure to pro- duce sliding or overturning . For conditions of uneven settlement , the base pressure Limits of 5 ' impervious blanket PC Sta 7-90.69- Approach 41.
... elevation 2706.0 , there are no appreciable forces acting on the intake structure to pro- duce sliding or overturning . For conditions of uneven settlement , the base pressure Limits of 5 ' impervious blanket PC Sta 7-90.69- Approach 41.
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Common terms and phrases
accessory cut-off trench acre-feet Approach channel Axis backfill Berm blanket Blockout BUREAU OF RECLAMATION canal outlet centerline channel capacity coarse concrete conduit construction Contraction joint Counterweight crushed rock cutoff trench dam embankment designed discharge drain outlet emergency gate chamber Expansion joint Figure Float flood control floor gate structure gravel ground surface Grouted high-pressure gate Highway bridge holes horizontal hydraulic hydrostatic head inlet installed intake structure Limits of special load located loess material maximum Metal Nebr NORTH BORROW AREA Pierre shale piezometer Pipe handrail PROJ Radial gate railroad reinforcement relocation Republican River reservoir water surface riprap River outlet Rolled embankment SCALE OF FEET second-feet SECTION A-A Settlement point Shale surface Sheet SILT silty slope special compaction spillway crest spillway gates spillway structure steel stilling basin Stoplog storage Sump Sump pump surface at elevation surfaces where directed Trashrack structure Trenton Dam upstream vertical walls water surface elevation