Determining the construction areas of the retaining wall in order to reduce the flooding of the lands of Mehrgerd village due to the flood flow caused by the failure of the earth dam of Ghare Aghach

Author:

Shahrezaie Sayyed Ali,Radfar Mahdi,Ghanbari Adivi Elham,Mirabasi Najaf Abadi Rasoul,Raeisi Ali,Mousavi Seyyed Mojtaba,Shahrezaie Nafiseh Sadat, , , , , , ,

Publisher

CMV Verlag

Subject

General Materials Science

Reference40 articles.

1. Acement, G.S. and V.R. Schneider. 1985. Guide for selecting Manning's roughness coetfficent for natural channels and Flood plains, Water Resources paper 2339, US Geological Survey, Washington DC. (Updated 2002).

2. Amini, A.A. and R. Arfa Nia. 2002. Flood zoning due to Zayandehrud dam failure using HEC- GeoRAS and HEC-RAS model. 10th National Conference on Agriculture and Sustainable Natural Resources. Tehran (In Persian).

3. Amiri, M., M. Kaikha and F. Hassanpour. 2019. Evaluating the performance of Sistan and Zahak diversion dams in Sistan River using HEC-RAS hydraulic model. Journal of Environmental Scince and Technology, 20: 51-67 (In Persian).

4. Anonymous. 2013. Report on bed and boundary studies and the first stage of organizing the Mehrgerd River (Ghare Aghach). Basic Studies Report (Chapters 1 to 4). Sepahan Padid Ab Consulting Engineers. Isfahan Regional Water Company. Iran Water Resources Management Company. Ministry of Power, (In Persian).

5. Arjomand, M., M. Mohammadi, M. Najafian Azar and A. Yosefi Abasalilo. 2019. Investigation of Rugab phenomenon and its effects on hydraulic failure of earth dams Journal of Science and Engineering Elites, 4: 59-64 (In Persian).

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