Analysis of the tidal characteristics along the tidal reach of Xijiang River based on high and low tide levels

doi:10.3969/j.issn.1001-909X.2024.02.009

Abstract

Abstract:

By interpolation of high and low tide data and application of NS_TIDE model, the tidal characteristics of the tidal reach of Xijiang River (Makou-Dahengqin) were analyzed. Compared with cubic spline interpolation and linear interpolation, it is found that Hermite interpolation is the best method to simulate the hourly tide level. The verification results of tide level show that the overall error of NS_TIDE model is low, and the outliers mainly come from the influence of typhoon and flood. The mean water level and the amplitude of tidal component in the tidal reach of Xijiang River are different in wet and dry season. The influence of runoff in the upper reaches is greater than that of the tides, and the opposite is true in the lower reaches. With the increase of runoff and tidal difference, the mean water level of the upper reaches increases, and the influence on the amplitude and the phase of tidal component is different in different section, which is related to the spatial location and the frequency of the tidal component.

Key words: high and low water interpolation, harmonic analysis, river discharge, ocean tides

CLC Number:

P731.23

WU Jiaxing, PENG Qi, ZHANG Zhuo, CHEN Xinying, CHEN Peng, WEN Yajuan, WANG Haocheng, ZHANG Lu. Analysis of the tidal characteristics along the tidal reach of Xijiang River based on high and low tide levels[J]. Journal of Marine Sciences, 2024, 42(2): 91-103.

Figures/Tables 15

Fig.1 The study area and stations

Fig.2 Result comparison of three interpolation methods (2016, Makou Station)

Fig.3 Comparison between Hermite interpolated tide levels and simulated tide levels of the HEC-RAS model in 2016

Fig.4 Changes in tide levels at stations along the tidal reach of Xijiang River in 2016-2017

Fig.5 Boundary conditions for harmonic analysis

Fig.6 Verification of tide level at each station along the tidal reach of Xijiang River

Fig.7 Forecast errors of tidal level of each station in the tidal reach of Xijiang River in 2017

Fig.8 Forecast error of tidal level at Denglongshan (a) under typhoon and Makou (b) under flood (2017)

Fig.9 Mean water level at each station along the tidal reach of Xijiang River in 2016

Fig.10 Amplitude variation of the tide at each station along the tidal reach of Xijiang River

Fig.11 Changes of tidal amplitude in wet and dry seasons at each station along the tidal reach of Xijiang River

Fig.12 Changes of tidal phase at each station along the tidal reach of Xijiang River

Fig.13 Response of the mean water level to river discharge (a) and tidal range (b) at each station along the tidal reach of Xijiang River

Fig.14 Response of the tidal amplitudes to river discharge and tidal range at each stations along the tidal reach of Xijiang River

Fig.15 Response of the tidal phases to river discharge and tidal range at each stations along the tidal reach of Xijiang River

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