THREE DIMENSIONAL DOWNSTREAM SCOUR ANALYSIS AFTER LEVEE OVERTOPPING
Author:
Affiliation:
1. Graduate School of Science and Engineering, Saitama University
2. International Institute for Resilient Society, Saitama University
Publisher
Japan Society of Civil Engineers
Link
https://www.jstage.jst.go.jp/article/jscejhe/72/4/72_I_823/_pdf
Reference14 articles.
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2. 2) Dehghani, A. A., Bashiri, H., Meshkati, S. M. E. : Local scouring due to flow jet at downstream of rectangular sharp-crested weirs, Water and Geoscience 5th IASME WSEAS, Cambridge, UK, 127-131, 2010.
3. 3) Termini, D. : Bed scouring downstream of hydraulic structures under steady flow conditions: Experimental analysis of space and time scales and implications for mathematical modeling, Catena, 84, pp. 125-135, 2011.
4. 4) Amoudry, L. O. and Liu, P. L.-F. : Two-dimensional, two-phase granular sediment transport model with applications to scouring downstream of an apron, Coastal Engineering, Vol. 56, No. 7, pp. 693-702, 2009.
5. 5) Afreen, S., Yagisawa, J., Binh, D. V. and Tanaka, N. : Investigation of scour pattern downstream of levee toe due to overtopping flow, Annual Journal of Hydraulic Engineering, JSCE, Vol. 71, No. 4, pp. I_175- I_180, 2015.
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