Trenton Dam: Constructed 1949-1953 |
From inside the book
Results 1-5 of 28
Page iii
... joint grouting D. Gate Installations 58 . 59 . High - pressure gates Radial gates ( a ) Painting 255 75 75 75 CHAPTER VI --- TEST INSTALLATIONS 60 . Purpose 61 . Piezometer installation 62 . Settlement installations 822 77 77 APPENDIXES ...
... joint grouting D. Gate Installations 58 . 59 . High - pressure gates Radial gates ( a ) Painting 255 75 75 75 CHAPTER VI --- TEST INSTALLATIONS 60 . Purpose 61 . Piezometer installation 62 . Settlement installations 822 77 77 APPENDIXES ...
Page 5
... joints in the material are watertight . This material is highly impervious and , as it exists in a completely saturated state , high pore pressures develop after application of a load . 5. Cost . - The following tabulation gives the ...
... joints in the material are watertight . This material is highly impervious and , as it exists in a completely saturated state , high pore pressures develop after application of a load . 5. Cost . - The following tabulation gives the ...
Page 18
... joints Dam embankment www Stripping line 2.35 : 1 at max . camber 4'Min . 2.6 kot zero camber- 3 4-0- Graded gravel EMBANKMENT TOE DRAIN 266 0 CB & Q RR ( Abandoned ) A 27-00 ' R = 729 80 ' L 343.91 T175.21 E 3.00.99 S- Paved gutter et ...
... joints Dam embankment www Stripping line 2.35 : 1 at max . camber 4'Min . 2.6 kot zero camber- 3 4-0- Graded gravel EMBANKMENT TOE DRAIN 266 0 CB & Q RR ( Abandoned ) A 27-00 ' R = 729 80 ' L 343.91 T175.21 E 3.00.99 S- Paved gutter et ...
Page 23
... joints and embedded in graded gravel and selected sand . Coarse material was placed adjacent to the drain to form a filter and prevent clogging of the drain by movement of fine material . Because of the pervious materials and alluvial ...
... joints and embedded in graded gravel and selected sand . Coarse material was placed adjacent to the drain to form a filter and prevent clogging of the drain by movement of fine material . Because of the pervious materials and alluvial ...
Page 24
... joints Mox . T.W. El 2700.61 2700 TAILWATER ELEVATION - FEET EL 2653.00- Sta 39 + 00.001 Sta 40 + 10.0- MOX MS . EI 2785.0 Sta . 29 + 67.44. cr 2760- Sta . 88 + 10.15- 42 " Drain -2800 42 Embankment toe drain 2740 2730 Paved gutter- ZE ...
... joints Mox . T.W. El 2700.61 2700 TAILWATER ELEVATION - FEET EL 2653.00- Sta 39 + 00.001 Sta 40 + 10.0- MOX MS . EI 2785.0 Sta . 29 + 67.44. cr 2760- Sta . 88 + 10.15- 42 " Drain -2800 42 Embankment toe drain 2740 2730 Paved gutter- ZE ...
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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