Laboratory Study of Bendway Weirs as a Bank Erosion Countermeasure
Author:
Affiliation:
1. Engineer, Rolls Royce, Dahlewitz, Berlin, Germany.
2. Professor, School of Civil Engineering, Purdue Univ., W. Layafette, IN 47907 (corresponding author).
Publisher
American Society of Civil Engineers (ASCE)
Subject
Mechanical Engineering,Water Science and Technology,Civil and Structural Engineering
Link
http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29HY.1943-7900.0001117
Reference23 articles.
1. Bank-Attached Vanes for Bank Erosion Control and Restoration of River Meanders
2. Mean flow and turbulence in open-channel bend;Blanckaert K.;J. Hydraul. Eng.,2002
3. Derrick D. L. Boyd M. B. Crutchfield J. P. Henderson R. R. and Pokrefke T. J. (1994). “Design and development of bendway weirs for the Dogtooth Bend reach Mississippi River hydraulic model investigation.” Technical Rep. HL-94-10 Waterways Experiment Station Vicksburg MS.
4. Fischenich J. C. (2003). “Effects of riprap on riverine and riparian ecosystems.” Rep. ERDC/EL TR-03-4 U.S. Army Corps of Engineers Engineer Research and Development Center Environmental Laboratory Vicksburg MI.
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