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首页> 外文期刊>IEEE Journal of Oceanic Engineering >Estimation of bottom scattering strength from measured and modeled mid-frequency sonar reverberation levels
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Estimation of bottom scattering strength from measured and modeled mid-frequency sonar reverberation levels

机译:根据测量和建模的中频声纳混响水平估算底部散射强度

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摘要

Hamilton-type geoacoustic models were developed for Area Foxtrot, a shallow water test bed south of Long Island, for emerging active sonar systems where the surface sediment type is highly spatially variable. Reverberation levels (RL) were modeled using the finite-element parabolic equation (FEPE) propagation model to augment the generic sonar model (GSM) propagation model because the bottom loss model in GSM did not estimate transmission loss (TL) accurately in shallow water. FEPE estimates reveal that there is a greater than 15 dB difference between TL for sand and that for silt-day sediments in Area Foxtrot. The comparison between modeled RL and measured RL (from a 1991 active sonar exercise) enabled bottom scattering strength kernels to be developed for Area Foxtrot. Bottom scattering strength was found to be a function of sediment type. Hard sand sediment has a bottom scattering strength which obeys Lambert's law (sin/sup 2/ /spl theta/) while that of silt-clay sediment is consistent with sub-bottom volume scattering (sine). The RLs in Area Foxtrot are azimuth-dependent and are a function of TL and bottom scattering strength (and hence bottom sediment type). Sonar beams steered towards the hard sand show higher RLs than for silt-clay, and knowledge of the sediment type and its spatial variation must be known to model RL accurately. A method to determine sediment type using measured RLs and RL slopes is given.
机译:为长岛南部的浅水试验台Area Foxtrot开发了Hamilton型地声模型,用于新兴的活跃声纳系统,其中地表沉积物类型在空间上具有很大的可变性。使用有限元抛物线方程(FEPE)传播模型对混响水平(RL)进行建模,以增强通用声纳模型(GSM)传播模型,因为GSM的底部损失模型无法准确估算浅水区的传输损失(TL)。 FEPE估计显示,Foxtrot地区的沙质和淤泥日沉积物的TL之间的差异大于15 dB。通过对模拟RL和实测RL(来自1991年的声纳练习)进行比较,可以为Area Foxtrot开发底部散射强度内核。发现底部散射强度与沉积物类型有关。硬砂沉积物的底部散射强度符合朗伯定律(sin / sup 2 / / spl theta /),而粉砂粘土沉积物的散射强度与底部下部体积散射(正弦)一致。狐步地区的RLs与方位角有关,并且是TL和底部散射强度(以及底部沉积物类型)的函数。导向硬沙的声纳束比粉砂粘土具有更高的RLs,必须知道沉积物类型及其空间变化的知识才能精确地模拟RL。给出了使用测得的RLs和RL斜率确定沉积物类型的方法。

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