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首页> 外文期刊>Proceedings of the International Conference on Coastal Engineering >AN EVALUATION OF SUSPENDED SEDIMENT CONCENTRATION MODELS UNDER BREAKING WAVES
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AN EVALUATION OF SUSPENDED SEDIMENT CONCENTRATION MODELS UNDER BREAKING WAVES

机译:波浪作用下悬浮泥沙浓度模型的评价

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Implementing the effects of turbulent kinetic energy (TKE) is essential in producing accurate suspended sediment concentration (SSC) models, especially under breaking wave conditions. SSC is commonly attributed to two different turbulent sources under breaking wave conditions: 1) bed-friction and 2) breaking-induced turbulent vortices. Numerous studies have endeavoured to quantify the effects of TKE and incorporate them into SSC models. To name a few: Mocke & Smith (1992, henceforth MS92), Shibayama & Rattanapitikon (1993, henceforth SR93), Jayaratne & Shibayama (2007, henceforth JS07), and Yoon et al. (2015, henceforth Y15). The present study evaluates these 4 existing SSC models and validates them against recently published datasets from the ‘CROSSTEX’ (Yoon & Cox, 2010), ‘SandT-Pro’ (Ribberink et al., 2014) and ‘SINBAD’ (vdZ et al. 2015) projects. Following critical evaluation, suggestions are made to enhance existing SSC models, and these findings are then incorporated into producing two new SSC models that indicate improved accuracy.
机译:产生湍动能(TKE)的影响对于生成精确的悬浮沉积物浓度(SSC)模型至关重要,尤其是在碎波条件下。 SSC通常归因于在破波条件下的两种不同的湍流源:1)摩擦床和2)破断引起的湍流涡旋。大量研究致力于量化TKE的影响并将其纳入SSC模型。仅举几例:Mocke&Smith(1992,此后为MS92),Shibayama&Rattanapitikon(1993,此后为SR93),Jayaratne&Shibayama(2007,此后为JS07)和Yoon等人。 (2015年,以后的Y15)。本研究评估了这4种现有的SSC模型,并根据“ CROSSTEX”(Yoon&Cox,2010),“ SandT-Pro”(Ribberink等,2014)和“ SINBAD”(vdZ等)的最新数据集对它们进行了验证。 (2015年)项目。经过严格的评估,提出了增强现有SSC模型的建议,然后将这些发现合并到两个新的SSC模型中,这些模型表明了改进的准确性。

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