Trenton Dam: Constructed 1949-1953 |
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Results 6-10 of 53
Page 10
... FEET SCALE FOR LOGS OF TEST HOLES 2000 98,000 2770 ELEVATION 27804 A.H.227 EL 2802.0 100 HORIZONTAL SCALE OF FEET E. 100,000 AHGES AM4I3 AH4SI AN745 AHTSI AH733 AM 734 AH738 AHBIZ APPROXIMATE LIMITS OF SOUTH BORROW AREA 21 SECTION 2-2 ...
... FEET SCALE FOR LOGS OF TEST HOLES 2000 98,000 2770 ELEVATION 27804 A.H.227 EL 2802.0 100 HORIZONTAL SCALE OF FEET E. 100,000 AHGES AM4I3 AH4SI AN745 AHTSI AH733 AM 734 AH738 AHBIZ APPROXIMATE LIMITS OF SOUTH BORROW AREA 21 SECTION 2-2 ...
Page 11
... feet square . The loca- tions of borrow areas are indicated in figure 5 . The north borrow areas were explored with hand auger holes , power drill holes , and test pits . Samples taken from these areas indicated a fairly homogeneous ...
... feet square . The loca- tions of borrow areas are indicated in figure 5 . The north borrow areas were explored with hand auger holes , power drill holes , and test pits . Samples taken from these areas indicated a fairly homogeneous ...
Page 12
... relocation around Swanson Lake ( the reservoir formed by Trenton Dam ) . ( Sheet 1 of 2. ) From drawing 328 - D - 999 . Ο 500 + 00 To Atwood , Kansas 2750 960p 2,000 2,000 4,000 6,000 SCALE OF FEET RESERVOIR DATA Super. 12.
... relocation around Swanson Lake ( the reservoir formed by Trenton Dam ) . ( Sheet 1 of 2. ) From drawing 328 - D - 999 . Ο 500 + 00 To Atwood , Kansas 2750 960p 2,000 2,000 4,000 6,000 SCALE OF FEET RESERVOIR DATA Super. 12.
Page 13
... FEET 2493 9 O 2694 1.9 1 2696 20 31 2696 06 115 2700 121 292 T.3 N. 2702 170 592 ' 2704 302 1,072 T. 2 N. 2706 412 1,706 2708 502 2,780 27100 759 4,101 2715 1,126 0,705 2720 1,672 15,510 2726 2,064 2780 2,514 2735 3,160 2740 3800 24,000 ...
... FEET 2493 9 O 2694 1.9 1 2696 20 31 2696 06 115 2700 121 292 T.3 N. 2702 170 592 ' 2704 302 1,072 T. 2 N. 2706 412 1,706 2708 502 2,780 27100 759 4,101 2715 1,126 0,705 2720 1,672 15,510 2726 2,064 2780 2,514 2735 3,160 2740 3800 24,000 ...
Page 15
... feet below the limiting elevation for backwater conditions and aggradation of the stream channel . An irrigation outlet was required for supplying 300 second - feet of water to the Meeker Irrigation Canal with canal water surface at ...
... feet below the limiting elevation for backwater conditions and aggradation of the stream channel . An irrigation outlet was required for supplying 300 second - feet of water to the Meeker Irrigation Canal with canal water surface at ...
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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
Page 51 - Design, Construction, Inspection and Repair of Unfired Pressure Vessels for Petroleum Liquids and Gases.
Page 99 - yd. cu. yd. lin. ft. lin. ft. lin. ft. Labor and materials by contractor Unit cost
Page 94 - yd. cu. yd. cu. yd. cu. yd. Labor and materials by contractor Unit cost
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Page 100 - cu. yd. Lump sum Lump sum Labor and materials by contractor Unit cost 2.00
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