Navigation Conditions at Lock and Dam No. 4, Arkansas River

Navigation Conditions at Lock and Dam No. 4, Arkansas River PDF Author: John J. Franco
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ISBN:
Category : Arkansas River
Languages : en
Pages : 102

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Navigation Conditions at Lock and Dam No. 4, Arkansas River

Navigation Conditions at Lock and Dam No. 4, Arkansas River PDF Author: John J. Franco
Publisher:
ISBN:
Category : Arkansas River
Languages : en
Pages : 102

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Navigation Conditions at Lock and Dam No. 4, Arkansas River

Navigation Conditions at Lock and Dam No. 4, Arkansas River PDF Author: John J. Franco
Publisher:
ISBN:
Category :
Languages : en
Pages : 88

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Lock and Dam No. 4 will consist of a 110- by 600-ft lock and a 1190-ft long, gated, nonnavigable dam. A 1:120-scale fixed-bed model, reproducing 5.2 miles of the Arkansas River, was used to: (a) demonstrate flow conditions in lock approaches and in vicinity of Rob Roy Bridge (1.3 miles above lock); (b) determine effect of various guard wall designs on forces affecting tows in upper lock approach; (c) determine optimum location of harbor and dock, and mooring facilities; (d) measure distribution of different flows throughout the model; and (e) furnish information for use in developing modifications of the approaches and structures to improve navigation conditions. Tests were concerned with study of flow patterns, measurement of velocities in lock approaches, and behavior of a model tow on entering and leaving the locks and navigating through Rob Roy Bridge under flows ranging from 100,000 to 350,000 cfs. (Author).

Navigation Conditions in Fort Smith Reach, Arkansas River

Navigation Conditions in Fort Smith Reach, Arkansas River PDF Author: John J. Franco
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ISBN:
Category : Arkansas River Watershed
Languages : en
Pages : 93

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The Fort Smith reach of the Arkansas River, located in the Lock and Dam No. 13 pool, includes the mouth of the Poteau River and is crossed by two bridges 850 ft apart. An undistorted 1:120-scale, semifixed-bed model reproducing approximately 4 miles of the Arkansas River and adjacent overbank and the lower 2 miles of the Poteau River was used to determine the regulating structures and modifications required to develop a channel of project dimensions, and the modifications required to the existing bridges to provide satisfactory navigation conditions through the reach. (Author).

Report

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

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Current Hydraulic Laboratory Research in the United States

Current Hydraulic Laboratory Research in the United States PDF Author:
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ISBN:
Category : Hydraulic engineering
Languages : en
Pages : 360

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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 : 238

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NBS Special Publication

NBS Special Publication PDF Author:
Publisher:
ISBN:
Category : Weights and measures
Languages : en
Pages : 346

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Hydraulic Research in the United States 1968

Hydraulic Research in the United States 1968 PDF Author: United States. National Bureau of Standards
Publisher:
ISBN:
Category : Hydraulic engineering
Languages : en
Pages : 342

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Hydraulic Research in the United States and Canada

Hydraulic Research in the United States and Canada PDF Author:
Publisher:
ISBN:
Category : Hydraulic engineering
Languages : en
Pages : 708

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Selected Water Resources Abstracts

Selected Water Resources Abstracts PDF Author:
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ISBN:
Category : Water
Languages : en
Pages : 840

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