Trenton Dam: Constructed 1949-1953 |
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Page 4
Constructed 1949-1953 United States. Bureau of Reclamation. Borrow
excavation 2800 Crest of dam Elev . 2793 2760 --Limit of excavation in Left
Abutment 2760 2740 2680 2660 Figure 3. --Geological section at centerline of
Trenton Dam .
Constructed 1949-1953 United States. Bureau of Reclamation. Borrow
excavation 2800 Crest of dam Elev . 2793 2760 --Limit of excavation in Left
Abutment 2760 2740 2680 2660 Figure 3. --Geological section at centerline of
Trenton Dam .
Page 41
D. Canal Outlet Works 25. General . - The outlet works for the Meeker Irrigation
Canal is located at the right abutment of the dam and passes under the dam
embankment from the upstream edge to the downstream edge on a centerline
normal ...
D. Canal Outlet Works 25. General . - The outlet works for the Meeker Irrigation
Canal is located at the right abutment of the dam and passes under the dam
embankment from the upstream edge to the downstream edge on a centerline
normal ...
Page 49
( 2 ) Vertical loads distributed uniformly at top of conduit and at the bottom of a
triangular distribution ranging from twice the load intensity assumed for the top at
each edge to zero at the vertical centerline of conduit ; a trapezoidal distribution
for ...
( 2 ) Vertical loads distributed uniformly at top of conduit and at the bottom of a
triangular distribution ranging from twice the load intensity assumed for the top at
each edge to zero at the vertical centerline of conduit ; a trapezoidal distribution
for ...
Page 54
Two of these monuments were set on the centerline of the dam and the other two
were set at right angles to the centerline of the dam and on the centerline of the
spillway . From these monuments other monuments were set as the need arose .
Two of these monuments were set on the centerline of the dam and the other two
were set at right angles to the centerline of the dam and on the centerline of the
spillway . From these monuments other monuments were set as the need arose .
Page 61
The centerline of the trench is 100 feet upstream of the dam axis from station 22 +
50 to station 76 + 10 , where it is deflected at an angle and contacts the dam axis
at about station 83 + 70 . The trench , with a base width of 50 feet and side ...
The centerline of the trench is 100 feet upstream of the dam axis from station 22 +
50 to station 76 + 10 , where it is deflected at an angle and contacts the dam axis
at about station 83 + 70 . The trench , with a base width of 50 feet and side ...
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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 |