Development of an empirical model for predicting peak breach flow of landslide dams considering material composition

Author:

Shan Yibo,Chen Shengshui,Zhong QimingORCID,Mei Shengyao,Yang Meng

Funder

National Natural Science Foundation of China

National Key Research and Development Program of China

Fundamental Research Funds for Central Public Research Institutes

Publisher

Springer Science and Business Media LLC

Subject

Geotechnical Engineering and Engineering Geology

Reference87 articles.

1. ASCE/EWRI Task Committee on Dam/Levee Breach (2011) Earthen embankment breaching. J Hydraul Eng 137(12):1549–1564

2. Azimi R, Vatankhah AR, Kouchakzadeh S (2015) Predicting peak discharge from breached embankment dams. In: Proceedings of the 36th IAHR World Congress, Curran Associates, New York

3. Becker JS, Johnston DM, Paton D, Hancox GT, Davies TR, McSaceney MJ, Manville VR (2007) Response to landslide dam failure emergencies: issues resulting from the October 1999 Mount Adams Landslide and dam-break flood in the Poerua River, Westland. New Zealand Natural Hazards Review 8(2):35–42

4. Cai YJ, Luan YS, Yang QG, Xu FX, Zhang SJ, Shi Y, Yi DLZ (2019) Study on structural morphology and dam-break characteristics of Baige barrier dam on Jinsha River. Yangtze River 50(3):15–22 (in Chinese)

5. Calcaterra D, Santo A (2004) The January 10, 1997 Pozzano landslide, Sorrento Peninsula, Italy. Eng Geol 75:181–200

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