Experimental Study on Scour at 90° Horizontal Forced Bend and its Protection Using Riprap

Author:

Biswas Piya,Barbhuiya A.K.

Publisher

Elsevier BV

Reference31 articles.

1. Alvarado-Ancieta CA., 2004. Bed Topography and Scour in Sharp River Bends and Influence of Bank Protection Works. MSc thesis, IHE-Delft, Delft.Vols 1 and 2.

2. ASCE Task Committee on Hydraulics, 1998a. Bank Mechanics and Modeling of River Width Adjustment, River width adjustment, I: Processes and mechanisms. Journal of Hydraulic Engineering, 124(9), pp. 881-902.

3. Blanckaert, K., and de Vriend, H.J., 2004. Secondary flow in sharp open-channel bends.J. Fluid Mech., 498(1),pp. 353-380.

4. Barbhuiya A.K., Talukdar S., 2010. Scour and three dimensional turbulent flow fields measured by ADV at a 900 horizontal forced bend in a rectangular channel. Flow Measurement and Instrumentation, doi:10.1016/j.flowmeasinst.2010.04.002.

5. Crosato, A., 1990.Stimulation of Meandering River Processes, Communications on Hydraulic and Geotechnical Engineering, Technical Rep.,. Civil Engineering Dept., Delft Univ. of Technology, Delft, The Netherlands.

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