Trenton Dam: Constructed 1949-1953 |
From inside the book
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Page 9
... HORIZONTAL 80 800 100 150 SCALE OF FEET VERTICAL Figure 4 .-- Plan of exploratory holes in Trenton Dam foundation area . ( Sheet 2 of 2. ) From drawing 328 - D - 993 . 1972 GINZ 5612 E02,000 AM234 AH233 Spillway AMESE AHESI 100,000. 9.
... HORIZONTAL 80 800 100 150 SCALE OF FEET VERTICAL Figure 4 .-- Plan of exploratory holes in Trenton Dam foundation area . ( Sheet 2 of 2. ) From drawing 328 - D - 993 . 1972 GINZ 5612 E02,000 AM234 AH233 Spillway AMESE AHESI 100,000. 9.
Page 10
... HORIZONTAL SCALE OF FEET 99,000 20 SECTION 1-1 20 VERTICAL SCALE OF FEET 40 2800 2780 42,000N- APPROXIMATE LIMITS . OF SOUTH BORROW AREA 58,000 N 101,000 2000 E. 100,000 AMTOT AH 788 ANTER AHGIS AM424 AM4I3 AN431 AH 745 ANTST AN733 AH ...
... HORIZONTAL SCALE OF FEET 99,000 20 SECTION 1-1 20 VERTICAL SCALE OF FEET 40 2800 2780 42,000N- APPROXIMATE LIMITS . OF SOUTH BORROW AREA 58,000 N 101,000 2000 E. 100,000 AMTOT AH 788 ANTER AHGIS AM424 AM4I3 AN431 AH 745 ANTST AN733 AH ...
Page 27
... horizontal joints . The upstream and downstream buttresses have 0.4 to 1 slopes . A beam and column forms a bent ... horizontal saturated earth and water loads , the following additional condi- tions were assumed in investigating ...
... horizontal joints . The upstream and downstream buttresses have 0.4 to 1 slopes . A beam and column forms a bent ... horizontal saturated earth and water loads , the following additional condi- tions were assumed in investigating ...
Page 30
... horizontally 16 " Gravel blanket- Vent return Preformed filler sealing strip special Type 2 metal compaction Assumed top of shale ..... E12738.00 El 2705 -... 6 Deep keyways- 12773.00 Axis of spillway crest Sta . 30 + 12.00 Type Z metal ...
... horizontally 16 " Gravel blanket- Vent return Preformed filler sealing strip special Type 2 metal compaction Assumed top of shale ..... E12738.00 El 2705 -... 6 Deep keyways- 12773.00 Axis of spillway crest Sta . 30 + 12.00 Type Z metal ...
Page 32
... horizontal load in excess of that absorbed in friction between the base of structure and the foundation . In a direction transverse to the direction of flow , reinforcement was provided in the crest structure to take moments in 1 - foot ...
... horizontal load in excess of that absorbed in friction between the base of structure and the foundation . In a direction transverse to the direction of flow , reinforcement was provided in the crest structure to take moments in 1 - foot ...
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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