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论文摘要

震后崩塌体与滑坡体泥沙起动条件研究

Study on the sediment incipient motion condition of rock avalanche bodies and landslide bodies after earthquake

作者:聂锐华(四川大学水力学与山区河流开发保护国家重点实验室);黄尔(四川大学水力学与山区河流开发保护国家重点实验室);刘兴年(四川大学水力学与山区河流开发保护国家重点实验室);曹叔尤(四川大学水力学与山区河流开发保护国家重点实验室)

Author:Nie Rui-Hua(State key lab. of Hydraulic and mountain River Eng);Huang Er(State key lab. of Hydraulic and mountain River Eng);();()

收稿日期:2010-04-14          年卷(期)页码:2010,42(5):180-184

期刊名称:工程科学与技术

Journal Name:Advanced Engineering Sciences

关键字:地震;次生灾害;崩塌体;滑坡体;起动条件

Key words:earthquake;geo-hazards;rock avalanche bodies;landslide bodies;incipient motion condition

基金项目:国家自然科学基金

中文摘要

“5.12”汶川大地震具有震级高、震源浅、破坏性强、次生地质灾害严重的特点。地震引发了大量的次生灾害,主要为滚石、崩塌、滑坡、堰塞湖和泥石流。大多数次生山地灾害均会产生大量的泥沙进入河道,譬如强烈的主震和余震作用下进入河道的泥沙,堰塞坝开挖泄洪通道岸坡泥沙以及降雨、山洪等因素作用下可能进入河道的崩塌体与滑坡体泥沙等。搞清楚这些泥沙输移规律对于灾后重建中的滑坡和泥石流灾害监测预警、河道整治与防洪、预防工程诱发灾害以及堰塞湖后续处理与资源利用具有指导作用。本文根据边坡上泥沙的起动特点,结合已有泥沙起动研究基础,充分考虑相对暴露度、相对粗糙度、形状系数等影响因素对泥沙起动的影响,对震后崩塌体与滑坡体泥沙的再起动进行了研究,得到了震后崩塌体与滑坡体泥沙起动条件。

英文摘要

As Wenchuan earthquake was of high magnitude and shallow seismic focus,it caused considerable damage and thousands of geo-hazards. Numerous geo-hazards broke out simultaneously and rock fall, rock avalanches, landslides, dammed lake and debris flows responded the earthquake violently. Most geo-hazards will produce large amounts of sediment into the river, such as the sediment due to the strong main shock and aftershock, the sediment generated by the excavation of landslide dam spillway and the debris flow caused by rainfall and flash flood, etc. Find out the sediment transport rules is important for the post-disaster reconstruction, debris flow disaster monitoring and warning, river regulation and flood control and resource utilization. According to the characteristics of the slope sediment incipient motion and it’s relevant research foundation, with the consideration of relative exposure degree, relative roughness, shape coefficients, sediment restart incipient motion of rock avalanche bodies and landslide bodies was studied, and we deduced sediment incipient motion conditions of rock avalanche bodies and landslide bodies after earthquake.

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