Alauddin, M., Tsujimoto, T. (2013). Groin Configurations: An Approach towards Stable Lowland Rivers with Improved Environmental Functions. International Journal of Environmental and Ecological Engineering. 7 (11), 788-792.
Badpa, Z., (2016). Experimental Investigation of Flow Pattern and Scour due to presence of gabion groyne in the Straight Channel with Removable Bed. Master of Science Degree in hydraulic structures, Faculty of Engineering, Bu Ali Sina University (In Farsi).
ChamPour, M., KashefiPour, M. (2016). Experimental Investigation of the Effect of Permeation Series of groynes on Bed Topography in a 90 Degree Arc. Conference and Exhibition of Water Engineering, 25 and 26 October, Tehran, Iran (In Farsi).
Ezzeldin, M.M., Saafan, T.A., Rageh, O.S., and Nejm, L.M. (2007). 11th International Water Technology Conference. Sharm El-sheikh. Egypt
Haghnazar, H., Hashemzade ansar, B., and Noori, A. (2019). Experimental Investigation of the Effect of Hydraulic Flow Parameters on groyne Breakdown. 17th Iranian Hydraulic Conference, Iranian Hydraulic Association-Shahrekord University (in Farsi).
Jansen, P.Ph. (1979). Principles of River Engineering. Pitman, London, UK.
Linder, C.P. (1969). Channel Improvement and Stabilization Measures. In State of Knowledge of Channel Stabilization in Major Alluvial Rivers. Technical Report No. 7. Fenwick, G.B. (ed). USACE Committee on Channel Stabilization, Vicksburg, MS, USA.
Martinez, E, Ettema, R, Lachhab, A, (2002). Scour Experiments on Dike Angle, Porosity, and Hook for a Thin Dike.
1th International Conference on Scour of Foundations, Texas, 364-372.
Mahmoud, M.M., Ahmed, H.S., Abd El-Raheem, G.A., Ali, N.A., and Tominaga, A. (2013). Flow analysis around groyne with different permeability in compound channel floodplians. Journal of Engineering Sciences, Assiut University, Faculty of Engineering, 41(2), 302-320.
Mehraeen, M. (2015). Basics of Laboratory Devices in Hydraulic Engineering with Emphasis on Single Point Acoustic velocimeter. Tarbiat Modarres University Water Research Institute (In Farsi).
Nasrolahi, A. (2002). Investigation of the effect of the percentage of openings on the scour around open groynes. M.Sc., Water Engineering, Faculty of Engineering and Tarbiat Modares University (In Farsi).
Osman MA, Negmaldin Saeed H, (2012). Local scour depth at the nose of permeable and impermeable spur dykes. University of Khartoum Engineering Journal, 2(1), 1-9.
Pazin, S., (2017). Experimental comparison of the effect of two-row zigzag and parallel groynes over flow pattern and topography of the bed in a straight channel with a moving bed. Master of Science Degree in hydraulic structures, Faculty of Engineering, Bu Ali Sina University (In Farsi).
Teraguchi, H., Nakagawa, H., Kawaike, K., Baba, Y., and Zhang, H. (2010). Morphological Changes induced by River Training Structures: Bandal-like structures and Groins. Annuals of Disaster Prevention Research Institute, Kyoto University. 505-518.
Vahabiseviri, R. (2017). Experimental Investigation of the Effect of Triangular Arrangement of Permeable groynes on River Erosion Control. M.Sc., Department of Hydraulic Structures, Faculty of Engineering, Zanjan University (In Farsi).
Yebarepour khazine, A. (2014). Investigating the Impact of Direct groyne Permeability on Erosion Pattern in Non-submerged Conditions. Master thesis. Water structures. Faculty of Water Engineering, Shahid Chamran University of Ahvaz (In Farsi).
Zhang, H., Nakagawa, H. (2008). Scour around spur dykes: Recent Advances and Future Researches. Annuals of Disas. Prev. Res. Inst. Kyoto University. 51B, 633-652
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