地震与滑坡碎屑流引发堰塞湖涌浪动水压力研究  

Hydrodynamic Pressures Study of Barrier Lake under Coaction of Earthquake and Clastic Flow Landslide

作　　者：赵海鑫 姚令侃[1,2,3] 黄艺丹[1,4] 苏玥 ZHAO Haixin;YAO Lingkan;HUANG Yidan;SU Yue(School of Civil Engineering,Southwest Jiaotong University,Chengdu 610031,China;MOE Key Laboratory of High-Speed Railway Engineering,Southwest Jiaotong University,Chengdu 610031,China;National Engineering Laboratory for Technology of Geological Disaster Prevention in Land Transportation,Southwest Jiaotong University,Chengdu 610031,China;Key Laboratory of Mountain Hazards and Surface Process,Chinese Academy of Sciences,Chengdu 610041,China)

机构地区：[1]西南交通大学土木工程学院,四川成都610031 [2]西南交通大学高速铁路线路工程教育部重点实验室,四川成都610031 [3]西南交通大学陆地交通地质灾害防治技术国家工程实验室,四川成都610031 [4]中国科学院山地灾害与地表过程重点实验室,四川成都610041

出　　处：《西南交通大学学报》2021年第3期558-563,共6页Journal of Southwest Jiaotong University

基　　金：国家自然科学基金(41571004);四川省重点研发计划(2019YFG0001)。

摘　　要：为了研究堰塞湖水体在地震以及同震滑坡碎屑流共同作用下产生的涌浪动水压力,设计了振动台造波模型试验,开展了地震作用下堰塞湖涌浪动水压力试验,获取单独地震作用下动水压力数据并同已有地震动水压力计算公式进行比较;开展了滑坡碎屑流作用下的堰塞湖涌浪动水压力试验,获取单独滑坡碎屑流作用下动水压力数据,进而建立了计算滑坡碎屑流作用下的堰塞湖涌浪动水压力的统计公式;开展了地震和滑坡碎屑流综合作用下的堰塞湖涌浪动水压力试验,最终建立了复合动水压力的计算公式.研究结果表明:地震涌浪动水压力与水深和地震峰值加速度的关系可用Westergaard公式描述;滑坡碎屑流涌浪动水压力与初始水深负相关,与碎屑流入水速度和碎屑流体积正相关;复合动水压力小于单独地震动水压力和单独滑坡碎屑流动水压力二者之和,约为二者和的51%~95%.A shaking table model experiment was designed to study the hydrodynamic pressures of the barrier lake under the action of an earthquake and a clastic flow landslide. Firstly,an experiment was carried to study the hydrodynamic pressure of the barrier lake under the action of an earthquake to obtain the hydrodynamic pressure data, which was compared with the existing calculation formula of seismic hydrodynamic pressure. Then, an experiment was carried to study the hydrodynamic pressure caused by the surge of the barrier lake under the action of a clastic flow landslide to obtain the hydrodynamic pressure data and a statistical formula was established. Finally,an experiment was carried to study the combined hydrodynamic pressure under the effect of an earthquake and a co-seismic clastic flow landslide and a formula for calculating the combined hydrodynamic pressure caused by an earthquake and a clastic flow landslide was established. The results show that the relationship between the hydrodynamic pressure caused by an earthquake and water depth and seismic peak acceleration can be described by Westergaard ’ formula. The hydrodynamic pressure caused by a clastic flow landslide is negatively related to the initial water depth,positively related to the inflow velocity and volume of landslide. The combined hydrodynamic pressure is less than the sum of the single hydrodynamic pressure under the action of an earthquake and the single hydrodynamic pressure under the action of a clastic flow landslide,which is about 51%-95% of the sum of two.

关 键 词：地震 滑坡碎屑流 堰塞湖 复合动水压力 

分 类 号：TV69[水利工程—水利水电工程]