Applicability of ocean wave measurements based on high-frequency radar systems in an estuary region

IF 1.9 3区 工程技术 Q3 ENGINEERING, CIVIL Coastal Engineering Journal Pub Date : 2023-11-01 DOI:10.1080/21664250.2023.2275469
Tomoya Kataoka, Takashi Fujiki
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Abstract

The applicability of high-frequency (HF) radar systems for wave measurement in an estuary was explored by extracting the significant wave height (Hsr) using a traditional Barrick equation from the Doppler spectra observed by three radar systems installed in Ise Bay, Japan. The minimum value of Hsr estimated around each grid point was relatively consistent with the wave height observed with a wave gauge/buoy, except for a deterioration of wave measurement accuracy caused by a decrease in seawater conductivity from the freshwater inflow after flooding. Furthermore, the relationship between the accuracy and the signal-to-noise ratios for the first- and second-order peaks (SNR1 and SNR2, respectively) highlighted the difficulty in determining the threshold values of SNRs in the bay. Thus, we suggest the use of Hsr as a criterion for quality control when applying a nonlinear inversion method for estimating ocean wave spectra based on the Bayesian possibility theorem (BIM). Our suggestion is to select the appropriate Doppler spectra and increase the acquisition rates of wave data with low relative error compared to BIMs using SNR1 and SNR2. These results can promote the applicability of the nonlinear inversion in estuary regions.
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基于高频雷达系统的海浪测量在河口地区的适用性
利用日本伊势湾三台雷达观测到的多普勒波谱,利用传统的巴里克方程提取有效波高,探讨了高频雷达系统在河口测波中的适用性。除洪水后淡水流入导致海水电导率下降导致测波精度下降外,各栅格点附近估算的Hsr最小值与测波仪/浮标观测到的波高相对一致。此外,精度与一阶和二阶峰值(分别为SNR1和SNR2)的信噪比之间的关系突出了确定海湾中信噪比阈值的难度。因此,我们建议在应用基于贝叶斯可能性定理(BIM)的非线性反演方法估计海浪谱时,将高通量作为质量控制的标准。我们的建议是选择合适的多普勒频谱,与使用SNR1和SNR2的bim相比,提高相对误差较低的波数据采集率。这些结果可以促进非线性反演在河口地区的适用性。
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来源期刊
Coastal Engineering Journal
Coastal Engineering Journal 工程技术-工程:大洋
CiteScore
4.60
自引率
8.30%
发文量
0
审稿时长
7.5 months
期刊介绍: Coastal Engineering Journal is a peer-reviewed medium for the publication of research achievements and engineering practices in the fields of coastal, harbor and offshore engineering. The CEJ editors welcome original papers and comprehensive reviews on waves and currents, sediment motion and morphodynamics, as well as on structures and facilities. Reports on conceptual developments and predictive methods of environmental processes are also published. Topics also include hard and soft technologies related to coastal zone development, shore protection, and prevention or mitigation of coastal disasters. The journal is intended to cover not only fundamental studies on analytical models, numerical computation and laboratory experiments, but also results of field measurements and case studies of real projects.
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