Mississippi River: Study of Alternatives for Rehabilitation of Lock and Dam Number 1. Minneapolis, Minnesota. Volume 4. Appendices G-M. PDF Download
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Author: CORPS OF ENGINEERS ST PAUL MN ST PAUL DISTRICT. Publisher: ISBN: Category : Languages : en Pages : 243
Book Description
It is recommended that both the landward lock, the riverward lock and the dam at Lock & Dam no. 1, Minneapolis, Minnesota be completely rehabilitated. Based on studies completed to the date of this report, more detailed studies are required to firmly establish cost estimates, environmental effects, and the construction scheduling necessary to insure the work can be completed in the proposed two year construction period without delaying navigation. This appendix covers: environmental quality design; mechanical investigations; electrical features; the central control station and access bridge; coordination with other agencies, and a recreation user survey. (Author).
Author: CORPS OF ENGINEERS ST PAUL MN ST PAUL DISTRICT. Publisher: ISBN: Category : Languages : en Pages : 243
Book Description
It is recommended that both the landward lock, the riverward lock and the dam at Lock & Dam no. 1, Minneapolis, Minnesota be completely rehabilitated. Based on studies completed to the date of this report, more detailed studies are required to firmly establish cost estimates, environmental effects, and the construction scheduling necessary to insure the work can be completed in the proposed two year construction period without delaying navigation. This appendix covers: environmental quality design; mechanical investigations; electrical features; the central control station and access bridge; coordination with other agencies, and a recreation user survey. (Author).
Author: CORPS OF ENGINEERS ST PAUL MN ST PAUL DISTRICT. Publisher: ISBN: Category : Languages : en Pages : 437
Book Description
It is recommended that both the landward lock, the riverward lock and the dam at Lock & Dam no. 1, Minneapolis, Minnesota be completely rehabilitated. Based on studies completed to the date of this report, more detailed studies are required to firmly establish cost estimates, environmental effects, and the construction scheduling necessary to insure the work can be completed in the proposed two year construction period without delaying navigation. This appendix covers the geologic data relevant to foundation conditions at Lock & Dam 1; soil and rock parameters used in the structural analysis; problems associated with the hydraulic filling, emptying, and venting system in the lock; a concrete evaluation study; and a study of the cofferdams.
Author: CORPS OF ENGINEERS ST PAUL MN ST PAUL DISTRICT. Publisher: ISBN: Category : Languages : en Pages : 88
Book Description
It is recommended that both the landward lock, the riverward lock and the dam at Lock & Dam no. 1, Minneapolis, Minnesota be completely rehabilitated. Based on studies completed to the date of this report, more detailed studies are required to firmly establish cost estimates, environmental effects, and the construction scheduling necessary to insure the work can be completed in the proposed two year construction period without delaying navigation. (Author).
Author: CORPS OF ENGINEERS ST PAUL MN ST PAUL DISTRICT. Publisher: ISBN: Category : Languages : en Pages : 44
Book Description
Contents: (1) R.C. Mielenz, Petrographic Examination of Concrete Lock and Dam No. 1, St. Paul, Minnesota, August 31, 1974; (2) R.C. Mielenz, Petrographic Examination of Samples of Concrete, Lock and Dam No. 1, Mississippi River, October 15, 1974; (3) R.C. Mielenz, Petrographic Examination of Concrete Core Specimens Lock and Dam No. 1, Mississippi River, December 9, 1974.
Author: CORPS OF ENGINEERS ST PAUL MN ST PAUL DISTRICT. Publisher: ISBN: Category : Languages : en Pages : 77
Book Description
Contents for Computations and Notes Covering Civil Works Costs, Construction Scheduling, and Manpower: Excavation and Embankments; Steel sheet piling; Shelter for Winter Work; Removal of Concrete; Slurry Trench; Landscaping; Concrete; Sand Fill in Main Dam; Rock Anchors; Shear Keys; Vents; Discharge Manifolds with Stilling Basin East of River Wall-Plan No. 4A; Discharge Manifolds with Bent Discharge Structure East of River Wall-Plan No. 4B; Reconstruction of Extension of River Wall; Repair of Concrete Surfaces; Scheduling and Manpower.
Author: CORPS OF ENGINEERS ST PAUL MN ST PAUL DISTRICT.
Author: CORPS OF ENGINEERS ST PAUL MN ST PAUL DISTRICT.
Author: CORPS OF ENGINEERS ST PAUL MN ST PAUL DISTRICT.
Author: CORPS OF ENGINEERS ST PAUL MN ST PAUL DISTRICT.
Author: CORPS OF ENGINEERS ST PAUL MN ST PAUL DISTRICT.
Author: CORPS OF ENGINEERS ST PAUL MN ST PAUL DISTRICT.
Author: CORPS OF ENGINEERS ST PAUL MN ST PAUL DISTRICT.
Author: CORPS OF ENGINEERS ST PAUL MN ST PAUL DISTRICT.
Author: United States. Army. Corps of Engineers
Author: Adolph Frederick Meyer
Author: United States. Army. Corps of Engineers