Trenton Dam: Constructed 1949-1953 |
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Page v
LIST OF FIGURES ( Continued ) Figure Title Page 25 Stripping dam foundation
area 60 26 Main cutoff trench excavation operations 60 27 Auxiliary cutoff trench
excavation completed to bedrock 62 28 A side - elevating loader in operation in ...
LIST OF FIGURES ( Continued ) Figure Title Page 25 Stripping dam foundation
area 60 26 Main cutoff trench excavation operations 60 27 Auxiliary cutoff trench
excavation completed to bedrock 62 28 A side - elevating loader in operation in ...
Page 37
float well which is provided with piping , movable control weir and other devices
for proper gate operation at all reservoir water surface elevations . These float
wells are located in the piers of the gate structure ( fig . 16 ) . An emergency
intake ...
float well which is provided with piping , movable control weir and other devices
for proper gate operation at all reservoir water surface elevations . These float
wells are located in the piers of the gate structure ( fig . 16 ) . An emergency
intake ...
Page 63
The pumps handled an average of 200 gallons per minute during the dewatering
operations . The dewatering system was also utilized during construction of the
outlet works structures and backfilling operations . An approach channel was ...
The pumps handled an average of 200 gallons per minute during the dewatering
operations . The dewatering system was also utilized during construction of the
outlet works structures and backfilling operations . An approach channel was ...
Page 74
The initial concrete placing operations were restricted to the canal outlet works ,
the spillway floor and walls between stations 30 + 80 and 35 + 55 , the foundation
for the gate structure ... A floor slab finishing operation is shown in figure 35 .
The initial concrete placing operations were restricted to the canal outlet works ,
the spillway floor and walls between stations 30 + 80 and 35 + 55 , the foundation
for the gate structure ... A floor slab finishing operation is shown in figure 35 .
Page 75
After installation , the gates and operating systems were pressure tested and trial
operating runs were made , 59. ... and control mechanisms had been completed ,
water was pumped into the gate float wells and the gate operation was tested .
After installation , the gates and operating systems were pressure tested and trial
operating runs were made , 59. ... and control mechanisms had been completed ,
water was pumped into the gate float wells and the gate operation was tested .
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Contents
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Common terms and phrases
abutment aggregate approximately assumed axis base basin blanket borrow area bottom bridge canal outlet capacity cement channel coating compact completed concrete conduit consisted construction contract contractor control house cost cover Crest cubic cutoff trench designed determining discharge downstream drain drawing Electric elevation embankment excavation extend feet Figure flood floor forms foundation Furnishing gate chamber gote gravel Grout head Highway hoist holes horizontal hydraulic inches indicated inlet installed joints layer length Limits loads located material maximum metal obtained opening operation pipe placed PLAN plate points pounds pressure protective pump railroad reinforcement relocation reservoir water surface riprap River outlet Rolled sand SANO SECTION settlement shale Sheet shown side SILT slope specifications spillway station steel stilling storage stresses structure Sump pump supports tests tion Trenton Dam trucks Unit upstream valve vertical walls weight yards
Bibliographic information
| Title | Trenton Dam: Constructed 1949-1953 Technical record of design and construction |
| Author | United States. Bureau of Reclamation |
| Publisher | U.S. Department of the Interior, Bureau of Reclamation, 1957 |
| Original from | the University of Wisconsin - Madison |
| Digitized | 20 Feb 2009 |
| Length | 106 pages |
| Export Citation | BiBTeX EndNote RefMan |