4.7 Article

Tide-Surge Interaction in the Pearl River Estuary: A Case Study of Typhoon Hato

Journal

FRONTIERS IN MARINE SCIENCE
Volume 7, Issue -, Pages -

Publisher

FRONTIERS MEDIA SA
DOI: 10.3389/fmars.2020.00236

Keywords

tide-surge interaction; Pearl River Estuary; Typhoon Hato; FVCOM model; flood risk; quadratic bottom friction; shallow water effect; advective effect

Funding

  1. National Key Research and Development Project (China) [2016YFC1401300]
  2. Engineering and Physical Sciences Research Council (United Kingdom) [EP/R024537/1]
  3. National Natural Science Foundation of China (China) [51761135022]
  4. Dutch Research Council (NWO, the Netherlands) [ALWSD.2016.026]
  5. Guangdong Provincial Department of Science and Technology (China) [2019ZT08G090]
  6. EPSRC [EP/R024537/1, EP/R024537/2, EP/R024553/1] Funding Source: UKRI
  7. NERC [noc010010] Funding Source: UKRI

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In this study, the characteristics and mechanisms of tide-surge interaction in the Pearl River Estuary (PRE) during Typhoon Hato in August 2017 are studied in detail using a 3D nearshore hydrodynamic model. The wind field of Typhoon Hato is firstly reconstructed by merging the Holland parametric tropical cyclone model results with the CFSR reanalysis data, which enables the model to reproduce the pure astronomical tides and storm tides well; in particular, the distinctive oscillation pattern in the measured water levels due to the passage of the typhoon has been captured. Three different types of model runs are conducted in order to separate the water level variations due to the astronomical tide, storm surge, and tide-surge interactions in the Pearl River Estuary. The results show the strong tidal modulation of the surge level, as well as alteration of the phase of surge, which also changes the peak storm tidal level, in addition to the tidal modulation effects. In order to numerically assess the contributions of three non-linear processes in the tide-surge interaction and quantify their relative significance, the widely used subtraction approach and a new addition approach are tested in this study. The widely used subtraction approach is found to be unsuitable for the assessment due to the rebalance effect, and thus the new addition approach is proposed along with a new indicator to represent the tide-surge interaction, from which more reasonable results are obtained. Detailed analysis using the addition approach indicates that the quadratic bottom friction, shallow water effect, and nonlinear advective effect play the first, second, and third most important roles in the tidal-surge interaction in the estuary, respectively.

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