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Distinction and grain-size characteristics of intertidal heterolithic deposits in the middle Qiantang Estuary (East China Sea)

机译:钱塘江中部(东海)潮间带异质岩沉积的区分和粒度特征

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The routine sampling procedure for grain-size analysis of intertidal heterolithic deposits runs a high risk of inadvertent mixing of two or more different sedimentation units, which would consequently complicate data interpretation. Traditionally, sedimentologists pay less attention to muddy layers due to a lack of internal structures, although the grain-size populations of such layers should encode more information on fine-mud flocculation processes than sandy layers. In this paper, individual muddy and sandy layers of nine short cores from the Da-Jian-Shan tidal flats of the middle Qiantang Estuary in the East China Sea, which experiences tidal bores, were sampled separately for grain-size analysis. A core taken at Huang-Jia-Yan from the lower estuary, not affected by tidal bores, served for comparison. A curve-fitting method was employed to decompose each grain-size distribution into two Gaussian populations. Cumulative plots indicate that intertidal sediments are mostly dispersed as intermittent and uniform suspension loads, traction loads being absent or very subordinate. This is conceivably linked to flows agitated by tidal bores, and to the highly dynamic nature of fine sand and coarse silt particles. Selective transport and deposition have produced three distinct sedimentation units, namely, tidal-bore deposits, tidal sandy deposits, and tidal muddy deposits. These can also be discriminated on bivariate plots of any two textural parameters. Shoreward attenuation of tidal flows is reflected in the gradual fining and thinning of sandy layers from lower-flat massive sands, through middle-flat hybrid deposits (alternations of massive sands and tidal rhythmites), to upper-flat tidal rhythmites. This gradient is also well represented in slightly decreasing (increasing) sorting and decreasing (increasing) proportions of the coarser (finer) hydraulic populations in the muddy layers. Although no corresponding trends are discernible in the hydraulic populations of the sandy layers, these can be distinguished on the basis of characteristic sedimentary structures. The floc limit and floc volume fraction, estimated from the modes and proportions of the finer hydraulic populations, are 8 similar to 10 mu m (16 mu m) and on average 41.73% (26.41%) for muddy (sandy) layers, respectively. The most plausible explanation is that the floc limit sensitively responds to subtle changes in the suspended sediment composition and the ambient hydraulic and hydrochemical settings. In comparison, the Huang-Jia-Yan core features blurred bedding and higher contents of fine mud and flocs, these being consistent with the weaker energy on the upper tidal flat of the lower estuary where neither tidal bores nor bigger waves occur.
机译:潮间带异质岩沉积物粒度分析的常规采样程序存在两个或多个不同沉降单元意外混合的高风险,这将使数据解释复杂化。传统上,由于缺乏内部结构,沉积学家对泥质层的关注较少,尽管此类层的粒度种群应比沙层编码更多的关于细泥絮凝过程的信息。本文分别对东海钱塘江口中段大江山潮滩的9个短岩心的单个泥质和沙质层进行了取样,以进行粒径分析。进行了比较,取自黄河口岸较低河口的岩心,不受潮洞影响。采用曲线拟合方法将每个粒度分布分解为两个高斯种群。累积图表明,潮间带沉积物主要以间歇性和均匀的悬浮载荷分散,而牵引载荷则不存在或非常服从。可以想象,这与潮汐潮引起的水流,细沙和粗粉沙颗粒的高动态特性有关。选择性运输和沉积产生了三个不同的沉积单元,即潮汐沉积物,潮汐沙质沉积物和潮汐泥质沉积物。这些也可以在任意两个纹理参数的双变量图上进行区分。潮汐流向海岸的衰减反映在沙层的逐渐细化和变薄上,从低平面的块状砂,到中平面的混合沉积物(块状砂和潮汐节律的交替),再到上平面的潮差。该梯度还可以通过泥土层中较粗(较细)的水力种群的稍微减少(增加)的分类和减少(增加)的比例来很好地表示。尽管在砂层的水力种群中没有可辨别的相应趋势,但可以根据特征性沉积结构来区分这些趋势。根据较细的水力种群的模式和比例估算的絮凝物极限和絮凝物体积分数分别为8(类似于10微米)(16微米),对于泥质(沙质)层分别为41.73%(26.41%)。最合理的解释是,絮凝物极限对悬浮的沉积物组成以及周围水力和水化学环境的细微变化敏感。相比之下,黄家角岩心的特征是层理模糊,细泥和絮状物的含量较高,这与河口下部的潮汐滩上的能量较弱(既没有潮汐孔也没有大浪)相一致。

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