Trenton Dam: Constructed 1949-1953 |
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Page iii
... 2689 90 91 101 D. Cost of test installations 102 E. Allowable stresses used in gate design 103 F. Design criteria G. H. References 105 List of applicable drawings 106 LIST OF FIGURES Figure Frontispiece Title Page Aerial view of iii.
... 2689 90 91 101 D. Cost of test installations 102 E. Allowable stresses used in gate design 103 F. Design criteria G. H. References 105 List of applicable drawings 106 LIST OF FIGURES Figure Frontispiece Title Page Aerial view of iii.
Page 8
... .-- Plan of exploratory holes in Trenton Dam foundation area . ( Sheet 1 of 2. ) From drawing 328 - D - 993 . 2700 N45000 NOTE : Topography represents ground surface prior to. 8 Plan of exploratory holes in Trenton Dam foundation area 48.
... .-- Plan of exploratory holes in Trenton Dam foundation area . ( Sheet 1 of 2. ) From drawing 328 - D - 993 . 2700 N45000 NOTE : Topography represents ground surface prior to. 8 Plan of exploratory holes in Trenton Dam foundation area 48.
Page 9
... 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.
... 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
... drawing 328-0-1002 , and general sections , drawings 328-0-1001 and 1002 AMZK ANZO 1800 AH324 AH309 AN 313 AM327 AN325 ANDIS 100- AM314 AH 326 ELEVATION 2800 A.H.261 EL.2789 5 2790 100,000 SILT , with very fine sand . 2770 R.33W Crest ...
... drawing 328-0-1002 , and general sections , drawings 328-0-1001 and 1002 AMZK ANZO 1800 AH324 AH309 AN 313 AM327 AN325 ANDIS 100- AM314 AH 326 ELEVATION 2800 A.H.261 EL.2789 5 2790 100,000 SILT , with very fine sand . 2770 R.33W Crest ...
Page 12
... 19 21 Figure 6 .-- Railroad and highway relocation around Swanson Lake ( the reservoir formed by Trenton Dam ) . ( Sheet 1 of 2. ) From drawing 328 - D - 999 . Ο To Atwood , Kansas 2750 960p R. 32 V Massacre Canyon 00 + 00 2,000 00. 12.
... 19 21 Figure 6 .-- Railroad and highway relocation around Swanson Lake ( the reservoir formed by Trenton Dam ) . ( Sheet 1 of 2. ) From drawing 328 - D - 999 . Ο To Atwood , Kansas 2750 960p R. 32 V Massacre Canyon 00 + 00 2,000 00. 12.
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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