Navigation Conditions at Lock and Dam No. 7, Arkansas River

Navigation Conditions at Lock and Dam No. 7, Arkansas River PDF Author: John J. Franco
Publisher:
ISBN:
Category : Arkansas River Watershed
Languages : en
Pages : 74

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Navigation Conditions at Lock and Dam No. 7, Arkansas River

Navigation Conditions at Lock and Dam No. 7, Arkansas River PDF Author: John J. Franco
Publisher:
ISBN:
Category : Arkansas River Watershed
Languages : en
Pages : 74

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Navigation Conditions at Lock and Dam No. 7, Arkansas River

Navigation Conditions at Lock and Dam No. 7, Arkansas River PDF Author: John J. Franco
Publisher:
ISBN:
Category : Arkansas River Watershed
Languages : en
Pages : 61

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Lock and Dam No. 7 will consist of a 110- by 600-ft lock on the right bank and a 980-ft-long, nonnavigable dam of 14 gated spillway bays. A 1:120-scale, semifixed-bed model, reproducing about 7 miles of the Arkansas River, adjacent overbank areas, the lock and dam, and other structures that might affect flow conditions, was used to study navigation conditions in the lock approaches, the design of the upstream guard wall, and the location and design of any training works needed to improve navigation conditions and distribution of flow through the spillway and along the overbank. A self-propelled model towboat and tow were used to study current effects on navigation passing through the locks and through the proposed I-430 Bridge to be located about a mile upstream of the lock and dam.

Arkansas River Navigation Study, Little Rock and Tulsa Districts

Arkansas River Navigation Study, Little Rock and Tulsa Districts PDF Author:
Publisher:
ISBN:
Category :
Languages : en
Pages : 896

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NBS Special Publication

NBS Special Publication PDF Author:
Publisher:
ISBN:
Category : Weights and measures
Languages : en
Pages : 360

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Lock and Dam No. 13, Arkansas River Navigation Project

Lock and Dam No. 13, Arkansas River Navigation Project PDF Author: John J. Franco
Publisher:
ISBN:
Category : Arkansas River Watershed
Languages : en
Pages : 57

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Lock and Dam No. 13 is proposed for construction in a comparatively straight reach of the Arkansas River at mile 346.5 about 7 miles downstream of Van Buren, Ark. The model investigation was concerned with the study of navigation conditions in the approaches to the lock to determine the effects of the proposed regulating structures on channel development in the reaches upstream and downstream of the structure and with the development of measures required to overcome or minimize the effects of any adverse conditions. An undistorted, semifixed-bed, 1:120-scale model reproduced about 7.4 miles of the Arkansas River and additional bank area. (Author).

Report

Report PDF Author: United States. National Bureau of Standards
Publisher:
ISBN:
Category : Hydraulic engineering
Languages : en
Pages : 696

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Annual Summary of Investigations in Support of the Civil Works Program

Annual Summary of Investigations in Support of the Civil Works Program PDF Author: Waterways Experiment Station (U.S.)
Publisher:
ISBN:
Category : Concrete
Languages : en
Pages : 328

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Hydraulic Research in the United States 1970

Hydraulic Research in the United States 1970 PDF Author: United States. National Bureau of Standards
Publisher:
ISBN:
Category : Hydraulic engineering
Languages : en
Pages : 360

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Hydraulic Research in the United States

Hydraulic Research in the United States PDF Author:
Publisher:
ISBN:
Category : Hydraulic engineering
Languages : en
Pages : 242

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Miscellaneous Publication - National Bureau of Standards

Miscellaneous Publication - National Bureau of Standards PDF Author: United States. National Bureau of Standards
Publisher:
ISBN:
Category : Weights and measures
Languages : en
Pages : 268

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