Trenton Dam: Constructed 1949-1953 |
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Results 6-10 of 23
Page 20
... completed under Specifications No.2689- 60100 -C - 1.5-0.000000 765 L 50100 E1.2773.0 CREST ELEV . WITH CAMBER STATION & ELEVATION 6 + 00 2793.00 8 + 00 2793.40 10 + 00 2793.74 12 + 00 2794.01 14. + 00 2794.22 20100 16 + 00 2794 : 38 18 ...
... completed under Specifications No.2689- 60100 -C - 1.5-0.000000 765 L 50100 E1.2773.0 CREST ELEV . WITH CAMBER STATION & ELEVATION 6 + 00 2793.00 8 + 00 2793.40 10 + 00 2793.74 12 + 00 2794.01 14. + 00 2794.22 20100 16 + 00 2794 : 38 18 ...
Page 23
... completed structure are shown in figures 10 and 11 . Design criteria used in the design of the spillway structures are indicated in appendix F. AS ELEV IN FEET Sta 28 + 40.00 E.99,500 Sta 23 (b) Downstream slope (c) Crest and camber ...
... completed structure are shown in figures 10 and 11 . Design criteria used in the design of the spillway structures are indicated in appendix F. AS ELEV IN FEET Sta 28 + 40.00 E.99,500 Sta 23 (b) Downstream slope (c) Crest and camber ...
Page 26
... . Abutment Structures . The two abutment structures ,. Figure 11 .-- Completed spillway structure viewed from right side of stilling basin . P328-701-5282 , October 30 , 1953 . ( 1 ) Embankment saturated to phreatic line for normal. 26.
... . Abutment Structures . The two abutment structures ,. Figure 11 .-- Completed spillway structure viewed from right side of stilling basin . P328-701-5282 , October 30 , 1953 . ( 1 ) Embankment saturated to phreatic line for normal. 26.
Page 54
... completed before much work was done in the gate structure area . This was advantageous in setting up control for the gate structure area . A number of offset lines were set in the spillway floor by using lead plugs and tacks . Control ...
... completed before much work was done in the gate structure area . This was advantageous in setting up control for the gate structure area . A number of offset lines were set in the spillway floor by using lead plugs and tacks . Control ...
Page 55
... completed on July 18 , 1950 , and the final contract amount was $ 1,672 , 397.64 . ( b ) Completion Work . -- Trenton Dam was completed under specifications No. 3047 . Bids submitted in response to advertising for these specifications ...
... completed on July 18 , 1950 , and the final contract amount was $ 1,672 , 397.64 . ( b ) Completion Work . -- Trenton Dam was completed under specifications No. 3047 . Bids submitted in response to advertising for these specifications ...
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Common terms and phrases
abutment acre-feet aggregate backfill Berm blanket blockouts Brass Cap BUREAU OF RECLAMATION camber canal outlet cement centerline chute coarse concrete construction Contraction joint contractor control house crushed rock cubic yards cutoff trench dam embankment dam foundation designed discharge eleva emergency gate chamber Figure Float flood control gravel grout high-pressure gates Highway bridge Hitchcock County holes horizontal hydraulic hydrostatic head inlet intake structure layer Limits of special loads located loess material maximum metal Nebr north borrow operation pier Pierre shale piezometer Pipe handrail pounds per square pozzolan PROJ pump radial gate railroad reinforcement relocation Republican River reservoir water surface riprap River outlet Rolled embankment SCALE OF FEET second-feet Settlement point Shale surface SILT silty slope south borrow area special compaction specifications spillway structure steel stilling basin storage Sump Sump pump surface at elevation tests Trenton Dam upstream valve vertical walls water surface elevation
Popular passages
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