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1.
汶川地震在山区引发大量崩塌、滑坡,形成大量的固体松散碎屑物质堆积在沟谷内(CLCAR,崩滑碎屑区),使得地震山区泥石流活动性增强。以岷江上游四川省汶川县银杏乡、映秀镇的15条泥石流沟的SPOT遥感影像为基础,利用GIS技术对CLCAR空间分布进行分析。建立CLCAR与流域高程、主沟侧距和沟口纵距的分布函数T(x)、M(x)和G(x),对CLCAR的空间分布特征进行描述;并计算其积分(DT、DM和DG)作为CLCAR空间分布特征的定量化参数。结果表明,函数T(x)、M(x)和G(x)能够较全面描述CLCAR的空间分布特征,DT、DM和DG能够作为CLCAR空间分布特征的定量化参数。泥石流沟谷内CLCAR的空间分布对泥石流的形成及规模具有一定的影响;在对灾区泥石流研究时有必要考虑泥石流沟内CLCAR空间分布特征。  相似文献   
2.
汶川地震诱发的次生泥石流灾害,已成为灾区防灾减灾工作的突出问题和灾后恢复重建的重要制约因素之一,泥石流危险性评价是泥石流灾害风险管理的核心基础技术。以都汶公路沿线的31条泥石流沟为研究对象,通过野外考察、遥感图像的解译、查阅相关文献资料等手段获取研究区泥石流沟的基础数据,通过选取地质、地形、气象、水文指标,并利用主成分分析法对关键因子进行筛选和灰色系统模型进行权重的确定,建立泥石流危险性评价模型,计算得到每条沟的泥石流危险度值。评价结果表明:公路沿线31条泥石流沟处于不同泥石流危险等级:极高危险占23%,高危险占35%,中度危险占13%,轻度危险占29%;其中红椿沟、肖家沟、烧房沟等沟属于泥石流极高危险沟道,高家沟、牛圈沟等属于高度危险沟道,公路选线须采取避让或充分的防治对策。  相似文献   
3.
Debris flows frequently occurred in Wenchuan earthquake region from 2008 to 2010, resulting in great damage to localities and being a prolonged threat to reconstruction. Forty three events' data including debris-flow volume, sediment volume and watershed area are analyzed and compared with other debris-flow events in Eastern Italian Alps, burned areas in USA and in Taiwan. The analysis reveals that there is a strong empirical relationship between debris-flow volume and loose materials volume in the earthquake region. In addition, the relationship between debris-flow volume and watershed area in the earthquake region has a wider variation range than that in other three regions while the debris volume also appears to be larger than that in the other three regions, which implies the volume of debris flows with strong influence of earthquakes is larger than that with no such influence and it is hard to predict the post-quake volume only by the watershed area. The comparison of the maximal debris-flow erosion modulus in the Wenchuan region and in Taiwan indicates that debris flows will be very active in a short time after strong earthquake.  相似文献   
4.
流域演化与泥石流的系统性——以云南东川蒋家沟为例   总被引:3,自引:1,他引:2  
以典型的云南东川蒋家沟为例,根据Strahler面积-高程曲线的积分将其分区,揭示了流域的演化差异.证明了泥石流发生在特定的演化区域,并具有特定的物质组成.通过概率模型,定性说明了泥石流在流域的形成和扩张,其结果就表现为间歇性的阵流.阵流的时空特征反过来证明了泥石流的系统性.统计还表明,阵流的流量分布和衰减取决于最大流量;最大流量序列很好继承了作为流域系统行为的动力学特征.最后,可以根据单沟泥石流的过程系统考察区域泥石流活动.泥石流在大尺度水系的分布,从概率过程看,完全等同于泥石流源地小分支在单个流域的分布,而且满足相似的分布特征.  相似文献   
5.
泥石流颗粒组成的分形特征   总被引:2,自引:0,他引:2  
1 IntroductionD ebris flow s in certain sense are a process of m ass interchanges through erosion and depositionbetw een the fluid and the sedim ent; and the interchange of m aterial caused change in thestructure of the flow s that can be ultim ately redu…  相似文献   
6.
泥石流的阵性波状运动   总被引:1,自引:0,他引:1  
胡凯衡  韦方强  李泳  崔鹏 《山地学报》2004,22(6):707-712
首先描述了在云南东川蒋家沟观测到的在粘性泥石流运动过程中的铺床作用,阵次交替的波状运动,以及相关的波的分化、叠加等现象。然后具体分析了阵性波不同部分的速度分布特征,给出了泥石流龙身部分的速度剖面示意图,并提出龙头是以滚动方式在残留层上运动的。两者间存在物质循环流动。由实测数据推算的波速表明阵性波是一种急流。最后从波的空间形态和传播速度的角度将泥石流的波状运动分为缓波、滚动短波和滚动长波。  相似文献   
7.
西藏古乡沟泥石流的数值模拟   总被引:1,自引:0,他引:1  
泥石流运动数值模拟是确定泥石流泛滥范围、进行危险性分区、辅助减灾工程设计与检验的重要方法。以西藏波密古乡沟为实例,从泥石流的二维运动方程出发,使用一种新的数值方法对古乡沟50a一遇泥石流在堆积扇上的运动过程进行了数值模拟,获得了其最大流速、流深、动量和动能的空间分布,并据此确定了受泥石流危害较小的川藏公路穿越堆积扇方案。将泥石流数值模拟结果与游勇等1997年做的模型试验结果进行了比较,具有较好的相似性。  相似文献   
8.
小流域是最活跃的地貌单元,泥石流是小流域演化中最剧烈的过程,是沟谷物质输移的最极端形式。以积分形式重新定义沟谷的比降,则比降曲线的变化直观反映了流域物质通过沟谷的改变。而流域的变化可以通过Strahler的流域的面积-高程曲线来表示。比降曲线与面积-高程曲线的自然联系,将泥石流活动问题与流域演化问题自然联系起来。以云南东川蒋家沟源地小流域面积-高程曲线为基础,具体讨论了流域可能发生泥石流的曲线形态和演化趋势。这样,有可能通过流域的形态特征来认识泥石流的长期演化。  相似文献   
9.
Impact forces associated with major debris flows (Jiangjia Ravine, China, August 25, 2004) were recorded in real time by a system consisting of three strain sensors installed at different flow depths. This provides the first real‐time and long‐duration record of impact forces associated with debris flows. A comprehensive approach including low‐pass filtering and moving average methods were used to preprocess the recorded signals. The upper limit of impact frequency in the debris flows was estimated at 188?66 Hz under the assumption that only coarse grains cause effective impact loadings. Thus, a low‐pass filter with a 200 Hz cut‐off frequency was needed to denoise the original data in order to extract the impact force. Then the moving average method was applied to separate long‐term and random components of the filtered data. These were interpreted as, respectively, the fluid pressure and grain impact loading. It was found that the peak grain impacts at different depths were non‐synchronous within the debris flows. The impact loadings were far greater than, and not proportional to the fluid pressures. Analysis of the impact force of 38 debris flow surges gives an empirical value for the ratio of the hydrodynamic pressure to the momentum flow density, i.e. the product of debris‐flow density and mean velocity square, which provides a very valuable basis for understanding debris flow dynamics and designing debris flow management systems. Copyright © 2011 John Wiley & Sons, Ltd.  相似文献   
10.
Measuring the internal velocity of debris flows is very important for debris flow dynamics research and designing debris flow control works. However, there is no appropriate method for measuring the internal velocity because of the destructive power of debris flow process. In this paper, we address this problem by using the relationship between velocity and kinetic pressure, as described by surface velocity and surface kinetic pressure data. Kinetic pressure is the difference of impact pressure and static pressure. The former is detected by force sensors installed in the flow direction at the sampling section. Observations show that static pressure can be computed using the formula for static water pressure by simply substituting water density for debris flow density. We describe the relationship between surface velocity and surface kinetic pressure using data from seven laboratory flume experiments. It is consistent with the relationship for single phase flow, which is the measurement principle of the Pitot tube.  相似文献   
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