Trenton Dam: Constructed 1949-1953 |
From inside the book
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Page 1
An aerial view of Trenton Dam is shown in figure 1 . Tiie_dam is one of the key
storage and flood control features of the Missouri River Basin project. Among the
benefits derived from the construction of Trenton Dam are flood controls diversion
...
An aerial view of Trenton Dam is shown in figure 1 . Tiie_dam is one of the key
storage and flood control features of the Missouri River Basin project. Among the
benefits derived from the construction of Trenton Dam are flood controls diversion
...
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
often ...
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
often ...
Page 7
Logs and locations of some of the exploratory holes are shown on figure 4. An
examination of the geologic profiles indicated a valley fill of alluvium to a depth of
about 40 feet overlying the Pierre shale. Loess deposits covered the alluvium on
...
Logs and locations of some of the exploratory holes are shown on figure 4. An
examination of the geologic profiles indicated a valley fill of alluvium to a depth of
about 40 feet overlying the Pierre shale. Loess deposits covered the alluvium on
...
Page 11
The railroad company approved the relocated line in October 1949. Final plans
and specifications were submitted to the railroad company in April 1950 and
approved during June 1950. The selected route is shown on figure 6. (b)
Highway.
The railroad company approved the relocated line in October 1949. Final plans
and specifications were submitted to the railroad company in April 1950 and
approved during June 1950. The selected route is shown on figure 6. (b)
Highway.
Page 22
The locations of the various zones are shown on figure 8>^ The embankment
design was initially based on the use of approximately 750,000 cubic yards of
zone 2 material. During later stages of exploratory work and early phases of ...
The locations of the various zones are shown on figure 8>^ The embankment
design was initially based on the use of approximately 750,000 cubic yards of
zone 2 material. During later stages of exploratory work and early phases of ...
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Common terms and phrases
abutment aggregate APPENDIX base basin bids blanket borrow area bridge canal outlet capacity cement channel CM CM CM completed concrete conduit consisted construction Continued contract contractor control house cost crest cubic yards cutoff trench designed determining discharge downstream drains earth elevation embankment ENGiNEER equipment excavation extend feet Figure flood floor forms foundation Furnishing gate chamber gravel head highway hoist holes horizontal inches included indicated installed joints layer length loads located Lump material maximum mixing Nebr obtained operation percent pipe placed plant plate pounds pressure railroad reinforcement relocation reservoir water surface riprap river river outlets rock rv rv sand shale shown side slope specifications spillway square station steel stilling stresses structure studies supply tests thickness tion Trenton Dam trucks Unit upstream vertical walls weight
Popular passages
Page 49 - Design, Construction, Inspection and Repair of Unfired Pressure Vessels for Petroleum Liquids and Gases.
Page 106 - API-ASME Code for the Design, Construction, Inspection and Repair of Unfired Pressure Vessels for Petroleum Liquids and
Page 97 - yd. cu. yd. lin. ft. lin. ft. lin. ft. Labor and materials by contractor Unit cost
Page 92 - yd. cu. yd. cu. yd. cu. yd. Labor and materials by contractor Unit cost
Page 94 - ft. lin. ft. lin. ft. lin. ft. Labor and materials by contractor Unit cost
Page 98 - cu. yd. Lump sum Lump sum Labor and materials by contractor Unit cost 2.00
Page 97 - 88 89 90 91 92 93 94 Property and pay item description Installing metal pipe, fittings, and valves less than 6 inches in diameter Installing metal pipe, fittings, and valves 6 inches
Page 25 - above the maximum water surface, to prevent the dam from being overtopped by waves. Factors influencing wave height and wave ride-up, including maximum wind velocity, direction and duration, offshore reservoir
Page 96 - ft. Ib. Ib. Ib. Ib. Ib. Ib. Ib. Labor and materials by contractor Unit cost
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 Michigan |
| Digitized | 26 Apr 2006 |
| Length | 106 pages |
| Export Citation | BiBTeX EndNote RefMan |