Trenton Dam: Constructed 1949-1953 |
From inside the book
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Page 5
A geological section at the centerline of the dam is shown on figure 3 . The
alluvial materials consist of clays , silts , and fine sand . The material for the most
part is poorly graded ; the fine and worn fractions exist in separate beds which
are ...
A geological section at the centerline of the dam is shown on figure 3 . The
alluvial materials consist of clays , silts , and fine sand . The material for the most
part is poorly graded ; the fine and worn fractions exist in separate beds which
are ...
Page 30
-244 CoulkingScreen Squore tubular frame Shims -Head and jomb similar Sta 30
* 1800Electric contact goge , Źriver outlet control house only Recording goge not
shown 12 " Pipe for reservoir level recording goge , river outlet Metal storm ...
-244 CoulkingScreen Squore tubular frame Shims -Head and jomb similar Sta 30
* 1800Electric contact goge , Źriver outlet control house only Recording goge not
shown 12 " Pipe for reservoir level recording goge , river outlet Metal storm ...
Page 31
... Contraction jointFloot wells Bottom seal seat Sta 30-16.95 Gate leaf not shown
BĄ Gate pin Sta 30 48.55 AB 42 Approach channel lining -26-05 PLAN OF LEFT
INTERMEDIATE PIER ( RIGHT INTERMEDIATE PIER OPPOSITE HAND ) 41.20
...
... Contraction jointFloot wells Bottom seal seat Sta 30-16.95 Gate leaf not shown
BĄ Gate pin Sta 30 48.55 AB 42 Approach channel lining -26-05 PLAN OF LEFT
INTERMEDIATE PIER ( RIGHT INTERMEDIATE PIER OPPOSITE HAND ) 41.20
...
Page 43
EL 27100 5 - O'Av . DETAIL Z 4.9 Min18 Min TYPICAL CLOSURE SECTION
DETAILY TYPICAL CUT - OFF COLLAR NOTES Reinforcement not shown
Electrical conduit and control piping and apparatus not shown . 27005 2 3 6
DISCHARGE ...
EL 27100 5 - O'Av . DETAIL Z 4.9 Min18 Min TYPICAL CLOSURE SECTION
DETAILY TYPICAL CUT - OFF COLLAR NOTES Reinforcement not shown
Electrical conduit and control piping and apparatus not shown . 27005 2 3 6
DISCHARGE ...
Page 79
... installation ( Measuring crossorm ) --- Foundation excavation 2 " std . pipe
coupling $ " Steel plate BOTTOM PIPE COVER TYPICAL INSTALLATION U - Bolt
- " Std . steel pipe --Drill 4. dia . holes as shown is " Holes -3 ° C 5 * or equal Weld
-3 ...
... installation ( Measuring crossorm ) --- Foundation excavation 2 " std . pipe
coupling $ " Steel plate BOTTOM PIPE COVER TYPICAL INSTALLATION U - Bolt
- " Std . steel pipe --Drill 4. dia . holes as shown is " Holes -3 ° C 5 * or equal Weld
-3 ...
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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 |