INVESTIGATION OF SCOUR PATTERN DOWNSTREAM OF LEVEE TOE DUE TO OVERTOPPING FLOW-Reference-Cited by-同舟云学术

INVESTIGATION OF SCOUR PATTERN DOWNSTREAM OF LEVEE TOE DUE TO OVERTOPPING FLOW

Published:2015 Issue:4 Volume:71 Page:I_175-I_180
ISSN:2185-467X
Container-title:Journal of Japan Society of Civil Engineers, Ser. B1 (Hydraulic Engineering)
language:en
Short-container-title:JJSCE B1

Author:

AFREEN Sazia¹,YAGISAWA Junji¹,BINH Doan Van¹,TANAKA Norio²

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/71/4/71_30/_pdf

Reference12 articles.

1. 1) 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 2010, 5th IASME WSEAS, Cambridge, UK, 127-131, 2010.

2. 2) USACE: Design and Construction of Levees, Engineer Manual, Washington D.C.: Department of the Army, U.S. Army Corps of Engineers, 2000.

3. 3) 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 56 (7), pp. 693-702, 2009.

4. 4) 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 (2011) 125-135, 2011.

5. 5) Samani, J. M. V, Samani, H. M. V., Halaghi, M. M. and Kouchakzadeh, M.: One-dimensional Numerical Model of Cohesive Sediment Transport in Open Channel Flow, J. Agr. Sci. Tech. (2010) Vol. 12: 61-67, 2010.

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1. Utilization of Geogrid and Water Cushion to Reduce the Impact of Nappe Flow and Scouring on the Downstream Side of a Levee;Fluids;2022-09-10

2. EFFECT OF HARD-ERODIBLE SOIL LAYER ON SCOUR AROUND EMBANKMENT TOE DUE TO OVERTOPPING FLOW;Journal of Japan Society of Civil Engineers, Ser. B1 (Hydraulic Engineering);2020

3. THREE DIMENSIONAL DOWNSTREAM SCOUR ANALYSIS AFTER LEVEE OVERTOPPING;Journal of Japan Society of Civil Engineers, Ser. B1 (Hydraulic Engineering);2016