首页> 外文会议>International Conference on Coastal Engineering 2004(ICCE 2004) vol.1; 200409; Lisbon(PT) >SURF ZONE WAVE MODELING : IMPROVEMENT OF DISSIPATION BY DEPTH-INDUCED BREAKING IN SWAN AND APPLICATION IN MALACCA STRAITS
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SURF ZONE WAVE MODELING : IMPROVEMENT OF DISSIPATION BY DEPTH-INDUCED BREAKING IN SWAN AND APPLICATION IN MALACCA STRAITS

机译:地带波建模:天鹅引起的深度破裂的耗散改善和在马六甲海峡的应用

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摘要

The focus of this study is to improve the prediction accuracy of SWAN in shallow waters. The current version of SWAN (40.20) uses the bore-based dissipation model by Battjes and Janssen (1978) to calculate dissipation due to depth-induced wave breaking. Inherent in this dissipation model are two simplifying assumptions that are addressed in this paper. Firstly the bore-based model assumes an underlying truncated Rayleigh probability density function to describe the distribution of random breaking waves. Secondly, headloss due to a hydraulic jump has been used to approximate energy loss in a broken wave. To overcome the shortcomings of the underlying truncated Rayleigh pdf and the hydraulic jump assumption, a new dissipation equation for breaking waves has been formulated based on the breaking wave height distribution by Thornton and Guza (1983) and the dissipation model by Rattanapitikon W. & Shibayama T. (1998). The model results, presented in terms of root mean square (rms) relative error, are compared against experimental results reported by Battjes and Janssen (1978). The proposed dissipation function gave the smallest rms relative error of 4.53% while the original model by Battjes and Janssen gave an error of 6.16%. Rattanapitikon and Shibayama's model gave an error of 17.9% and Thornton and Guza's model gave 4.9%. Hence the proposed dissipation function was able to improve the prediction accuracy and suggest that both energy dissipation and underlying breaking wave height distribution are important for accurate wave height prediction.
机译:这项研究的重点是提高浅水区SWAN的预测精度。当前版本的SWAN(40.20)使用Battjes和Janssen(1978)的基于孔的耗散模型来计算由于深度引起的波浪破裂而引起的耗散。该耗散模型固有的两个简化假设将在本文中解决。首先,基于孔的模型假设一个基本的截断瑞利概率密度函数来描述随机破碎波的分布。其次,由于液压跳跃而造成的水头损失已被用于估算断波中的能量损失。为了克服底层截断瑞利pdf和水力跳动假设的缺点,基于Thornton和Guza(1983)的破波高度分布以及Rattanapitikon W.和Shibayama的耗散模型,建立了一个新的破波耗散方程。 T.(1998)。将模型结果以均方根(rms)相对误差表示,与Battjes和Janssen(1978)报告的实验结果进行了比较。拟议的耗散函数给出了4.53%的最小均方根相对误差,而Battjes和Janssen的原始模型给出了6.16%的误差。 Rattanapitikon和Shibayama的模型给出了17.9%的误差,而Thornton和Guza的模型给出了4.9%的误差。因此,所提出的耗散函数能够提高预测精度,并表明能量耗散和潜在的破碎波高度分布对于准确的波高预测都非常重要。

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