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Author: Paul K. Walker
Publisher: The Minerva Group, Inc.
ISBN: 9781410201737
Category : History
Languages : en
Pages : 424
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Book Description
This collection of documents, including many previously unpublished, details the role of the Army engineers in the American Revolution. Lacking trained military engineers, the Americans relied heavily on foreign officers, mostly from France, for sorely needed technical assistance. Native Americans joined the foreign engineer officers to plan and carry out offensive and defensive operations, direct the erection of fortifications, map vital terrain, and lay out encampments. During the war Congress created the Corps of Engineers with three companies of engineer troops as well as a separate geographer's department to assist the engineers with mapping. Both General George Washington and Major General Louis Lebéque Duportail, his third and longest serving Chief Engineer, recognized the disadvantages of relying on foreign powers to fill the Army's crucial need for engineers. America, they contended, must train its own engineers for the future. Accordingly, at the war's end, they suggested maintaining a peacetime engineering establishment and creating a military academy. However, Congress rejected the proposals, and the Corps of Engineers and its companies of sappers and miners mustered out of service. Eleven years passed before Congress authorized a new establishment, the Corps of Artillerists and Engineers.
Author: Paul K. Walker
Publisher: The Minerva Group, Inc.
ISBN: 9781410201737
Category : History
Languages : en
Pages : 424
Get Book Here
Book Description
This collection of documents, including many previously unpublished, details the role of the Army engineers in the American Revolution. Lacking trained military engineers, the Americans relied heavily on foreign officers, mostly from France, for sorely needed technical assistance. Native Americans joined the foreign engineer officers to plan and carry out offensive and defensive operations, direct the erection of fortifications, map vital terrain, and lay out encampments. During the war Congress created the Corps of Engineers with three companies of engineer troops as well as a separate geographer's department to assist the engineers with mapping. Both General George Washington and Major General Louis Lebéque Duportail, his third and longest serving Chief Engineer, recognized the disadvantages of relying on foreign powers to fill the Army's crucial need for engineers. America, they contended, must train its own engineers for the future. Accordingly, at the war's end, they suggested maintaining a peacetime engineering establishment and creating a military academy. However, Congress rejected the proposals, and the Corps of Engineers and its companies of sappers and miners mustered out of service. Eleven years passed before Congress authorized a new establishment, the Corps of Artillerists and Engineers.
Author:
Publisher:
ISBN:
Category : Administrative law
Languages : en
Pages : 808
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Book Description
Author: Maurer Maurer
Publisher: DIANE Publishing
ISBN: 1428915850
Category : United States
Languages : en
Pages : 520
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Book Description
Author:
Publisher:
ISBN:
Category : Restoration ecology
Languages : en
Pages : 92
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Book Description
Author: U. S. Department of Transportation
Publisher:
ISBN: 9781329651029
Category : Reference
Languages : en
Pages : 0
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Book Description
The purpose of this document is to identify and provide design guidelines for bridge scour and stream instability countermeasures that have been implemented by various State departments of transportation (DOTs) in the United States. Countermeasure experience, selection, and design guidance are consolidated from other FHWA publications in this document to support a comprehensive analysis of scour and stream instability problems and provide a range of solutions to those problems. The results of recently completed National Cooperative Highway Research Program (NCHRP) projects are incorporated in the design guidance, including: countermeasures to protect bridge piers and abutments from scour; riprap design criteria, specifications, and quality control, and environmentally sensitive channel and bank protection measures. Selected innovative countermeasure concepts and guidance derived from practice outside the United States are introduced. In addition, guidance for the preparation of Plans of Action ...
Author: Brian M. Moore
Publisher:
ISBN:
Category : Flood control
Languages : en
Pages : 26
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Book Description
Author: Robert B. Jansen
Publisher:
ISBN:
Category : Dam failures
Languages : en
Pages : 348
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Book Description
Author:
Publisher:
ISBN:
Category : Roads
Languages : en
Pages : 96
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Book Description
Author: United States. Marine Corps
Publisher:
ISBN:
Category : Guerrilla warfare
Languages : en
Pages : 602
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Book Description
Author: United States. Army. Corps of Engineers
Publisher:
ISBN: 9781410217608
Category : Technology & Engineering
Languages : en
Pages : 176
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Book Description
The purpose of this manual is to present basic principles used in the design and construction of earth levees. The term levee as used herein is defined as an embankment whose primary purpose is to furnish flood protection from seasonal high water and which is therefore subject to water loading for periods of only a few days or weeks a year. Embankments that are subject to water loading for prolonged periods (longer than normal flood protection requirements) or permanently should be designed in accordance with earth dam criteria rather than the levee criteria given herein. Even though levees are similar to small earth dams they differ from earth dams in the following important respects: (a) a levee embankment may become saturated for only a short period of time beyond the limit of capillary saturation, (b) levee alignment is dictated primarily by flood protection requirements, which often results in construction on poor foundations, and (c) borrow is generally obtained from shallow pits or from channels excavated adjacent to the levee, which produce fill material that is often heterogeneous and far from ideal. Selection of the levee section is often based on the properties of the poorest material that must be used.
