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Tsunami Sediment Characteristics at the Thai Andaman Coast

机译:泰国安达曼海岸的海啸沉积物特征

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This paper describes and summarizes the 2004 Indian Ocean tsunami sediment characteristics at the Thai Andaman coast. Field investigations have been made approximately 3 years after the 2004 Indian Ocean tsunami event. Seven transects have been examined at five locations. Sediment samples have been collected for grain-size analyses by wet-sieve method. Tsunami sediments are compared to three deposits from coastal sub-environments. The mean grain-size and standard deviation of deposits show that shoreface deposits are fine to very fine sand, poorly to moderately well sorted; swash zone deposits are coarse to fine sand, poorly to well sorted; berm/dune deposits are medium to fine sand, poorly to well sorted; and tsunami deposits are coarse to very fine sand, poorly to moderately well sorted. A plot of deposit mean grain-size versus sorting indicates that tsunami deposits are composed of shoreface deposits, swash zone deposits and berm/dune deposits as well. The tsunami sediment is a gray sand layer deposited with an erosional base on a pre-existing soil (rooted soil). The thickness of the tsunami sediment layer is variable. The best location for observation of the recent tsunami sediment is at about 50–200 m inland from the coastline. In most cases, the sediment layer is normally graded. In some cases, the sediment contains ripup clasts of muddy soils and/or organic matter. The vertical variation of tsunami sediment texture shows that the mean grain-size is fining upward and landward. Break points of slope in a plot of standard deviation versus depth mark a break in turbulence associated with a transition to a lower or higher Reynolds number runup. This can be used to evaluate tsunami sediment main layer and tsunami sediment sub layers. The skewness of tsunami sediment indicates a grain size distribution with prominent finer-grain or coarse-grain particles. The kurtosis of tsunami sediment indicates grain-size distributions which are flat to peak distribution (or multi-modal to uni-modal distribution) upward. Generally, the major origins of tsunami sediment are swash zone and berm/dune zone sands where coarse to medium sands are the significant material at these locations. The minor origin of tsunami sediment is the shoreface where the significant materials are fine to very fine sands. However, for a coastal area where the shoreface slope is mild, the major origin of tsunami sediment is the shoreface. The interpretation of runup number from tsunami sediment characteristics gets three runups for the 2004 Indian Ocean tsunami at the Thai Andaman coast. It corresponds to field observations from local eyewitnesses. The 1st runup transported and deposited more coarse particles than the following runups. Overall, the pattern of onshore tsunami sediment transportation indicates erosion at swash zone and berm/dune zone, followed by dynamic equilibrium at an area behind the berm/dune zone and after that deposition at inland zone until the limit of sediment inundation. The total deposition is a major pattern in onshore tsunami sediment transportation at the deposition zone which the sediment must find in the direction of transport.
机译:本文描述并总结了泰国安达曼海岸2004年印度洋海啸的沉积特征。在2004年印度洋海啸事件发生约3年后,进行了现场调查。在五个位置检查了七个样线。已通过湿筛法收集了沉积物样本进行粒度分析。将海啸沉积物与沿海次环境的三个沉积物进行了比较。平均粒度和沉积物的标准偏差表明,沿岸沉积物是细砂至细砂,分选程度差至中等。冲积带的沉积物是粗到细砂,分类不好到良好;边缘/沙丘沉积物为中等至细砂,分类不良至良好;海啸的沉积物是粗糙的至非常细的沙,分类不良至中等程度。沉积物平均粒度与分类的关系图表明,海啸沉积物也包括岸面沉积物,斜带沉积物和河床/沙丘沉积物。海啸沉积物是灰砂层,沉积有侵蚀性基底,沉积在已存在的土壤(生根的土壤)上。海啸沉积物层的厚度是可变的。观测最近海啸沉积物的最佳位置是距海岸线内陆约50–200 m。在大多数情况下,沉积物层通常是分级的。在某些情况下,沉积物包含泥土和/或有机物的碎裂碎屑。海啸沉积物质地的垂直变化表明,平均粒径在向上和向下倾斜。在标准偏差与深度之间的关系图中,斜率的折点标志着与过渡到较低或较高雷诺数阶跃相关的湍流中断。这可用于评估海啸沉积物主层和海啸沉积物子层。海啸沉积物的偏斜度表明其粒度分布具有明显的细颗粒或粗颗粒。海啸沉积物的峰度表明晶粒尺寸分布呈向上平坦到峰值分布(或从多峰分布到单峰分布)的趋势。通常,海啸沉积物的主要来源是冲积带和河床/沙丘带砂,其中粗砂至中砂是这些位置的重要物质。海啸沉积物的次要来源是沿岸,那里的重要物质从细砂到细砂。但是,对于沿海坡度较缓和的沿海地区,海啸沉积物的主要来源是沿海坡面。从海啸沉积物特征解释径流数量可以得到泰国安达曼海岸2004年印度洋海啸的三个径流。它对应于当地目击者的现场观察。第一阶段比随后的阶段输送和沉积更多的粗颗粒。总体而言,陆上海啸沉积物的运输方式表明,冲积带和堤岸/沙丘带受到侵蚀,其次是堤坝/沙丘带后方的区域达到动态平衡,然后在内陆带沉积,直到沉积物被淹没为止。总沉积物是陆上海啸沉积物在沉积区的主要运输方式,沉积物必须在运输方向上找到。

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