movement equation of transient flow and water head loss theory in open channel in hydrodynamics
the decay process of landslide surge is divided into two stages
respectively
sharp-decay stage and slow-decay stage. And it is assumed that the sharp-decay stage is a kind of exponential decay and the slow-decay stage is a kind of water head loss with propagation distance in open channel. According to both decay rules
the propagation height and climb height of landslide surge along bank are evaluated on basis of initial surge height. Taking Xintan landslide for example
the propagation height and climb height of landslide surge are evaluated. It is concluded that landslide surge increases quickly decays first and then slowly decays; and when the propagation distance is 3 km. the surge height accounts for only 30% of the initial surge height
and accounts for 13% with the propagation distance of 10 km.
Analysis of surge triggered by Dayantang landslide in Shuibuya reservoir of Qingjiang river
基于SPH-DEM流-固耦合算法的滑坡涌浪模拟
Calculation method of sliding surface stress based on segmented sliding surface stress measurement system
Evaluation of landslide susceptibility degree based on catastrophe theory
Elastoplastic models and calculation analysis of portal double-row anti-slide piles
Related Author
YIN Kun-long
DU Juan
WANG Yang
WANG Zhi-chao
LI Da-ming
CHEN Huai-lin
YANG Tao
RAO Yun-kang
Related Institution
Faculty of Engineering, China University of Geosciences
Jiangxi Provincial Institute of Water Sciences
State Key Laboratory of Hydraulic Engineering Simulation and Safety, Tianjin University
State Key Laboratory of Intelligent Construction and Maintenance for Geotechnical and Tunnel Engineering under Extreme Environments, Southwest Jiaotong University
China Northwest Research Institute Co., Ltd., of CREC