张宗硕, 徐佩华, 张文, 宋盛渊, 吴峰, 符锐. 2021: 拦挡坝影响下泥石流堆积体侵蚀特征的模型试验研究. 工程地质学报, 29(S1): 117-126. DOI: 10.13544/j.cnki.jeg.2021-0294
    引用本文: 张宗硕, 徐佩华, 张文, 宋盛渊, 吴峰, 符锐. 2021: 拦挡坝影响下泥石流堆积体侵蚀特征的模型试验研究. 工程地质学报, 29(S1): 117-126. DOI: 10.13544/j.cnki.jeg.2021-0294
    ZHANG Zongshuo, XU Peihua, ZHANG Wen, SONG Shengyuan, WU Feng, FU Rui. 2021: EXPERIMENT STUDY ON EROSION CHARACTERISTICS OF DEBRIS FLOW DEPOSITION UNDER THE INFLUENCE OF RETAINING DAM. JOURNAL OF ENGINEERING GEOLOGY, 29(S1): 117-126. DOI: 10.13544/j.cnki.jeg.2021-0294
    Citation: ZHANG Zongshuo, XU Peihua, ZHANG Wen, SONG Shengyuan, WU Feng, FU Rui. 2021: EXPERIMENT STUDY ON EROSION CHARACTERISTICS OF DEBRIS FLOW DEPOSITION UNDER THE INFLUENCE OF RETAINING DAM. JOURNAL OF ENGINEERING GEOLOGY, 29(S1): 117-126. DOI: 10.13544/j.cnki.jeg.2021-0294

    拦挡坝影响下泥石流堆积体侵蚀特征的模型试验研究

    EXPERIMENT STUDY ON EROSION CHARACTERISTICS OF DEBRIS FLOW DEPOSITION UNDER THE INFLUENCE OF RETAINING DAM

    • 摘要: 拦挡坝的"拦粗排细"功能使其成为沟道泥石流灾害防治的重要工程措施之一,而拦挡坝下游不断堆积的松散物质也逐渐成为下次泥石流发生的主要物源。因此分析拦挡坝影响下堆积体的侵蚀过程及其内部含水率和孔隙水压力的变化,对沟道泥石流的防治和预测具有重要意义。采用泥石流室内物理模型试验的方法,以汶川县簇头沟二级拦挡坝下游泥石流堆积体为研究对象,结合降雨和数字地形数据及原位泥石流堆积体参数,模拟不同强度的降雨及过坝水流条件对堆积体的侵蚀过程,并利用传感器深入探究侵蚀过程中含水率和孔隙水压力的变化特征。本研究共进行了4组试验,试验因素包括4个降雨强度及其对应的4个径流量。结果表明:(1)拦挡坝影响下,侵蚀过程主要表现为:溅蚀→面蚀→溯源侵蚀→侧切侵蚀→崩塌;(2)雨水在堆积体内的入渗是由浅至深入渗的,且下游最先受到影响,当含水率达到23%左右时达到饱和;(3)在径流侵蚀作用下,泥石流启动前孔隙水压力存在一个快速升高的过程;(4)径流侵蚀是引起堆积体破坏的重要原因,其作用机制主要是改变土颗粒骨架,增大孔隙水压力,降低土体有效应力,加速水流入渗,综合作用下导致堆积体从坡脚处开始破坏,进而向上游、向深部发展。研究结果对于完善堆积体坡面侵蚀特征和揭示水动力的作用机理有着重大意义。

       

      Abstract: The water-sediment separation function of retaining dams makes it an important engineering measure for the prevention of debris flow disaster. The loose material accumulated downstream of the retaining dam has gradually become the main material source of the next debris flow. Therefore, it is necessary to analyze the erosion process and the variation characteristics of water content and pore pressure under the influence of retaining dam. and it is of great guiding value to the prevention and forecast of gully debris flow. Taking the debris flow deposition downstream of the second retaining dam of Cutou Gully in Wenchuan County as the research object, using the laboratory physical model test and combined with rainfall data, digital terrain data, and in-situ deposition parameters, this study simulated the erosion process of deposition under the different intensity of rainfall and over-dam flow conditions. The sensors were used to deeply explore water content variation and pore water pressure in the erosion process. Four groups of experiments were carried out in this study, and the experimental factors included four rainfall intensities and four corresponding runoff. It turns out that:(1) Under the influence of retaining dam, the regularity of erosion process is more obvious:splash erosion → surface erosion → headward erosion → lateral cutting erosion → collapse; (2) The infiltration of rainwater in the accumulation body is from shallow to deep, and reaches saturation when the water content reaches about 23%; (3) Under the action of runoff erosion, the pore water pressure increases rapidly before the debris flows starts; (4) The over-dam flow is an important reason for the damage of the deposition. The action mechanism is mainly to change the soil particle skeleton, increase the pore water pressure, reduce the effective stress of the soil, and accelerate the water infiltration. Under the comprehensive action, the failure of the deposition starts from the toe of the slope and then to the upstream and deep. The research results are of great significance for improving the soil erosion characteristics of the deposition and revealing the erosion mechanism under complex hydrodynamic conditions.

       

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