Trenton Dam: Constructed 1949-1953 |
From inside the book
Results 1-5 of 43
Page
... pipe : 56 - inch - diameter pipe in horseshoe conduit , 244 feet long Gates : Two , 4 by 4 feet ( one is in- stalled in the emergency gate chamber and the other in the control house ) Discharge capacity : 300 second - feet with ...
... pipe : 56 - inch - diameter pipe in horseshoe conduit , 244 feet long Gates : Two , 4 by 4 feet ( one is in- stalled in the emergency gate chamber and the other in the control house ) Discharge capacity : 300 second - feet with ...
Page ii
... pipe Control house and stilling well ( a ) Design considerations High - pressure gates Miscellaneous equipment E. Railroad Structures Page 41 41 45 45 45 48 48 49 49 49 49 49 51 51 34 . Railroad structures 52 ( a ) Bridges and culverts ...
... pipe Control house and stilling well ( a ) Design considerations High - pressure gates Miscellaneous equipment E. Railroad Structures Page 41 41 45 45 45 48 48 49 49 49 49 49 51 51 34 . Railroad structures 52 ( a ) Bridges and culverts ...
Page 18
... pipe laid with open 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 ...
... pipe laid with open 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 ...
Page 19
... pipe --- 10-- Gravel blanket E12706 Bottom of channel- -Assumed top of pervious layer Blanket Zone material rolled in 6 - inch layers SECTION H - H SECTION G - G UPSTREAM TOE TRENCH AT BASE OF RIPRAP 10 Figure 8. --Trenton Dam ...
... pipe --- 10-- Gravel blanket E12706 Bottom of channel- -Assumed top of pervious layer Blanket Zone material rolled in 6 - inch layers SECTION H - H SECTION G - G UPSTREAM TOE TRENCH AT BASE OF RIPRAP 10 Figure 8. --Trenton Dam ...
Page 20
... 6 " Dia circ . conduit جاع 56 1.0 . Pipe L Slope = 0.00421 cutoff trench Figure 8. --Trenton Dam -- General plan and sections . ( Sheet 3 of 4. ) From drawing 328 - D - 945 . Sto 29167.44 .. El 2773.0 El 2743.0 El 2705.0 Sta 20.
... 6 " Dia circ . conduit جاع 56 1.0 . Pipe L Slope = 0.00421 cutoff trench Figure 8. --Trenton Dam -- General plan and sections . ( Sheet 3 of 4. ) From drawing 328 - D - 945 . Sto 29167.44 .. El 2773.0 El 2743.0 El 2705.0 Sta 20.
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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