Experimental investigation of permeability and length of a series of spur dikes effects on the control of bank erosion in the meandering channel-Reference-Cited by-同舟云学术

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Experimental investigation of permeability and length of a series of spur dikes effects on the control of bank erosion in the meandering channel

Published:2022-06 Issue:4 Volume:13 Page:101701
ISSN:2090-4479
Container-title:Ain Shams Engineering Journal
language:en
Short-container-title:Ain Shams Engineering Journal

Author:

Esmaeli Pedram,Boudaghpour Siamak,Rostami Mohammad,Mirzaee Mehdi

Publisher

Elsevier BV

Subject

General Engineering

Reference34 articles.

1. Mean flow and turbulence around experimental spur dike;Duan;Adv Water Resour,2009

2. Experimental research on the maximum backwater height in front of a permeable spur dike in the bend of a spillway chute;Yang;Water Supply,2019

3. Permeability effects of single groin on flow characteristics;Kang;J Hydraul Res,2011

4. Flow near groin-like structures;Rajaratnam;J Hydraul Eng,1983

5. Control of local scour at single L-dike with wing shape in flume bed;Masjedi;J Am Sci,2010

Cited by 4 articles. 订阅此论文施引文献订阅此论文施引文献，注册后可以免费订阅5篇论文的施引文献，订阅后可以查看论文全部施引文献

1. Temporal variation of scour depth around bridge abutment in presence and absence of permeable spur dike under unsteady flow conditions;Ain Shams Engineering Journal;2024-09

2. Reducing bed scour in meandering channel bends using spur dikes;INT J SEDIMENT RES;2024

3. An Experimental Investigation on Dike Stabilization against Floods;Geosciences;2023-10-13

4. Flow behaviour concerning bank stability in the presence of spur dike – A review;Water Supply;2022-12-09

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