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Navigation conditions at lock and dam no. 9, Arkansas river -- Hydraulic model investigation
Structure will provide navigable pool extending upstream about 25 mi to lock and dam at Dardanelle (Lock and Dam No. 10); model investigation was concerned with study of navigation conditions in approaches to lock to determine adequacy of proposed design and with development of measures to overcome or minimize effects of any adverse conditions; undistorted 1 to 120-scale model, reproducing approximately 6 mi of Arkansas River and adjacent overbank area near Morrilton, Ark, including lock and dam structure, was used for this investigation.
Navigation conditions at lock and dam no. 9, Arkansas river -- Hydraulic model investigation
Structure will provide navigable pool extending upstream about 25 mi to lock and dam at Dardanelle (Lock and Dam No. 10); model investigation was concerned with study of navigation conditions in approaches to lock to determine adequacy of proposed design and with development of measures to overcome or minimize effects of any adverse conditions; undistorted 1 to 120-scale model, reproducing approximately 6 mi of Arkansas River and adjacent overbank area near Morrilton, Ark, including lock and dam structure, was used for this investigation.
Navigation conditions at lock and dam no. 9, Arkansas river -- Hydraulic model investigation
U S Waterways Experiment Station -- Tech Report
Franco, J.J. (author) / Shows, L.J. (author)
1968
21 pages
4 Tables;31 Plates
Report
English
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