Two-Dimensional Solution for Straight and Meandering Overbank Flows

This paper presents a practical method to predict depth-averaged velocity and shear stress for straight and meandering overbank flows. An analytical solution to the depth-integrated turbulent form of the Navier-Stokes equation is presented that includes lateral shear and secondary flows in addition...

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Veröffentlicht in:	Journal of hydraulic engineering (New York, N.Y.) N.Y.), 2000-09, Vol.126 (9), p.653-669
Hauptverfasser:	Ervine, D. Alan, Babaeyan-Koopaei, K, Sellin, Robert H. J
Format:	Artikel
Sprache:	eng
Schlagworte:	Applied sciences Banks (bodies of water) Buildings. Public works Channel flow Computational fluid dynamics Exact sciences and technology Friction Hydraulic constructions Navier Stokes equations River flow control. Flood control Shear flow Shear stress Stress analysis TECHNICAL PAPERS Turbulent flow
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