High-tide hysteresis effect of low-frequency debris flow after earthquake: a case study of Xifan Gully

IF 3.7 2区 工程技术 Q3 ENGINEERING, ENVIRONMENTAL
Zheng Zhong, Ningsheng Chen, Guisheng Hu, Zheng Han, Huayong Ni
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Abstract

To address the issue of debris flow high-tide often lagging behind earthquakes by 1–2 years in a region, this study uses the case of the Xifan Gully debris flow, which occurred on June 25, 2018, in the Jiuzhaigou area. The research was conducted as follows: First, the amount of new material sources in Xifan Gully was determined by comparing drone images taken before and after the earthquake. Second, regional daily rainfall data from meteorological stations were used to calculate the runoff and infiltration in the gully. Third, indoor shear tests were conducted on soil samples collected on-site to determine the relationship between cohesion (C) and internal friction angle (φ) with changes in moisture content. Finally, numerical simulations were used to calculate how the factor of safety (FS) of the soil in Xifan Gully changes with rainfall. Results show that the peak acceleration brought by the Jiuzhaigou County earthquake to Xifan gully was 164.3 Gal. The materials of Xifan gully and newly added landslide and channel materials occupied 78.81 × 104 and 16.07 × 104 m3, respectively. Although the rainfall in September 2017 was the highest in the last decade, the loose material did not reach saturation. The peak rainfall before debris flow eruption in the Xifan Gully (June 21, 2018) was 21.8 mm, and the effective rainfall reached 68.5 mm until the occurrence of debris flow (June 21–25). At this time, the loose source reached saturation and debris flow started. The results demonstrated that High-tide hysteresis of post-earthquake debris flows is due toe the earthquake not only amplifying the amount of loose material but also increasing the amount of rainfall required to saturate the soil, thereby extending the time needed for the soil to reach saturation. Overall, our results are beneficial for monitoring and early warning of debris flow disasters in mountainous areas.

地震后低频泥石流的高潮滞后效应:西番沟案例研究
针对一个地区泥石流高潮期往往滞后于地震1-2年的问题,本研究以2018年6月25日发生在九寨沟地区的西番沟泥石流为例进行研究。研究过程如下:首先,通过对比地震前后拍摄的无人机图像,确定了西凡沟新物质源的数量。第二,利用气象站提供的区域日降雨量数据计算西凡沟的径流量和渗透量。第三,对现场采集的土壤样本进行了室内剪切试验,以确定内聚力(C)和内摩擦角(φ)与含水量变化之间的关系。最后,利用数值模拟计算了西凡沟土壤的安全系数(FS)随降雨量的变化情况。结果表明,九寨沟县地震给西凡沟带来的峰值加速度为 164.3 Gal。西凡沟及新增滑坡体、沟道物分别占 78.81×104m3 和 16.07×104m3 。虽然 2017 年 9 月的降雨量是近十年来最大的,但松散物质并未达到饱和状态。西凡沟泥石流爆发前(2018 年 6 月 21 日)的峰值降雨量为 21.8 毫米,至泥石流发生前(6 月 21-25 日)的有效降雨量达到 68.5 毫米。此时,松散源达到饱和,泥石流开始发生。结果表明,震后泥石流的高潮滞后现象是由于地震不仅扩大了松散物质的数量,而且增加了使土壤达到饱和所需的降雨量,从而延长了土壤达到饱和所需的时间。总之,我们的研究结果有利于山区泥石流灾害的监测和预警。
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来源期刊
Bulletin of Engineering Geology and the Environment
Bulletin of Engineering Geology and the Environment 工程技术-地球科学综合
CiteScore
7.10
自引率
11.90%
发文量
445
审稿时长
4.1 months
期刊介绍: Engineering geology is defined in the statutes of the IAEG as the science devoted to the investigation, study and solution of engineering and environmental problems which may arise as the result of the interaction between geology and the works or activities of man, as well as of the prediction of and development of measures for the prevention or remediation of geological hazards. Engineering geology embraces: • the applications/implications of the geomorphology, structural geology, and hydrogeological conditions of geological formations; • the characterisation of the mineralogical, physico-geomechanical, chemical and hydraulic properties of all earth materials involved in construction, resource recovery and environmental change; • the assessment of the mechanical and hydrological behaviour of soil and rock masses; • the prediction of changes to the above properties with time; • the determination of the parameters to be considered in the stability analysis of engineering works and earth masses.
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