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Laboratory measurements of acoustic properties for marine fluid-mud deposits

机译:海洋流体泥浆沉积物声学特性的实验室测量

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Knowledge about fluid mud acoustic properties is a key to understanding acoustic wave propagation in sediments and is very important for military oceanography and ocean engineering, especially for the typical rapid depositional areas of estuaries and coasts. The acoustic parameters of fluid mud are essential to the in-situ measurement of the thickness and physical properties of fluid mud. In this paper, we examine the acoustic properties of fluid-mud deposits that were experimentally formed in a settling tank during the natural settling processes of natural seabed sediment. The relationships between the acoustic properties and the sediment's physical parameters were then analyzed based on Principal Component Analysis (PCA). Results demonstrate that the sound velocity of fluid mud changes with mean grain size, clay content, silt content, and sediment concentration, with no obvious frequency dependency. For the fluid mud with the mean grain size ranging from 4.54~6.434 μm, clay content ranging from 8.25~28.85%, silt content ranging from 66.33~72.88%, sediment concentration ranging from 0.32~1.29 g/cm3, sound velocity changes from 1371.4 m/s to 1648.4%. In terms of a single variable, sound velocity showed an increment with sediment concentration and a decrement with mean grain size and clay content both with a nonlinear dependence, but with a low correlation coefficient. The multivariate function equation describing the relationship between fluid mud properties and sound velocity was constructed using the PCA-based 2-D eigenvalues, which for velocity inversion conform to a linear relation with the slope and intercept of 1.525~1.883 and 2.288~2.665, respectively.
机译:关于流体泥浆声学特性的知识是理解声波在沉积物中传播的关键,对于军事海洋学和海洋工程,特别是对于典型的河口和海岸快速沉积区,非常重要。流体泥浆的声学参数对于就地测量流体泥浆的厚度和物理性质至关重要。在本文中,我们研究了天然海底沉积物自然沉降过程中在沉降池中实验形成的泥浆沉积物的声学特性。然后基于主成分分析(PCA)分析了声学特性与沉积物物理参数之间的关系。结果表明,流体泥浆的声速随平均粒径,黏土含量,淤泥含量和沉积物浓度而变化,并且没有明显的频率依赖性。对于平均粒径为4.54〜6.434μm,黏土含量为8.25〜28.85%,淤泥含量为66.33〜72.88%,沉积物浓度为0.32〜1.29 g / cm3的泥浆,声速变化为1371.4 m / s至1648.4%。就单个变量而言,声速随着沉积物浓度的增加而增加,而随着平均粒度和黏土含量的增加而减少,两者均具有非线性相关性,但相关系数较低。利用基于PCA的二维特征值构造描述流体泥浆性质与声速之间关系的多元函数方程,其速度反演分别与斜率和截距分别为1.525〜1.883和2.288〜2.665呈线性关系。 。

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