Trenton Dam: Constructed 1949-1953 |
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Page iv
LIST OF FIGURES Figure Title Page Frontispiece Aerial view of Trenton Dam
spillway during dedication ceremonies ... and sections 18 9 Spillway plan and
sections 24 10 Downstream face of overflow section of spillway structure and
spillway ...
LIST OF FIGURES Figure Title Page Frontispiece Aerial view of Trenton Dam
spillway during dedication ceremonies ... and sections 18 9 Spillway plan and
sections 24 10 Downstream face of overflow section of spillway structure and
spillway ...
Page 17
The method of connecting the concrete spillway structure to the earth dam was
given special consideration , and the following designs were investigated : ( 1 ) A
counterforted wall separating the earth dam from the spillway structure .
The method of connecting the concrete spillway structure to the earth dam was
given special consideration , and the following designs were investigated : ( 1 ) A
counterforted wall separating the earth dam from the spillway structure .
Page 22
A 1,100 - foot - long spillway structure having a maximum discharge capacity of
126,500 second - feet ( determined by model studies ) is located on the left
abutment . The gate structure for the spillway is a combination gravity overflow
crest ...
A 1,100 - foot - long spillway structure having a maximum discharge capacity of
126,500 second - feet ( determined by model studies ) is located on the left
abutment . The gate structure for the spillway is a combination gravity overflow
crest ...
Page 26
Downstream face of overflow section of spillway structure and spillway gates .
P328-701-5214 , October 22 , 1953 . 16. A butment Structures . - The two
abutment structures. Figure 11 .-- Completed spillway structure viewed from right
side of ...
Downstream face of overflow section of spillway structure and spillway gates .
P328-701-5214 , October 22 , 1953 . 16. A butment Structures . - The two
abutment structures. Figure 11 .-- Completed spillway structure viewed from right
side of ...
Page 54
The upper portion of the spillway floor slabs was 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 ...
The upper portion of the spillway floor slabs was 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 ...
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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 |