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An examination of the parameters that govern the acoustic behavior of sea bed sediments containing gas bubbles

机译:检查控制含有气泡的海底沉积物的声学特性的参数

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The acoustic properties of sea bed sediments containing occluded gas are dominated by the volume of gas contained in bubbles, the size of bubbles, and the elastic properties of the soil matrix. This study evaluated current theory developed by Anderson and Hampton to determine the sound speed and resonance frequency of gassy soils, and the models they used to determine the elastic properties of the soils. It compared calculated sound speeds, based on material properties simulated by the models, with measured sound speeds on "large bubble" laboratory soils produced in a similar manner to natural sea bed gassy soils. There was some evidence that the Anderson and Hampton equations accurately predicted sound speed at lower frequencies of bubbles resonance and below, but results were sensitive to inappropriate values for the elastic and damping properties of the soil. The bounds of sound speed based on the elastic properties of models that simulate "compressible fluid" or "suspension" behavior were grossly misleading when applied to large bubble soils. Conversely, sound speed based on models that correctly simulate the "bulk" or "matrix" properties of large bubble soils, at strain magnitudes and strain rates equivalent to acoustic signals, agreed well with measured data.
机译:含有被夹杂气体的海床沉积物的声学特性主要由气泡中所含气体的体积,气泡的大小以及土壤基质的弹性所决定。这项研究评估了由安德森和汉普顿开发的当前理论,以确定气态土壤的声速和共振频率,以及他们用来确定土壤弹性特性的模型。它根据模型模拟的材料特性,将计算出的声速与以类似于天然海床气态土壤的方式生产的“大气泡”实验室土壤上测得的声速进行了比较。有证据表明,安德森方程和汉普顿方程可准确预测较低频率和更低气泡共振频率下的声速,但结果对土壤弹性和阻尼特性的不合适值敏感。基于模拟“可压缩流体”或“悬浮”行为的模型的弹性特性,声速的界限在应用于大气泡土壤时会产生严重的误导。相反,基于正确模拟大型气泡土的“体”或“基体”特性的模型的声速,其应变幅度和应变率与声信号相当,与测得的数据非常吻合。

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