Numerical Investigation on the Influence of Breakwater and the Sediment Transport in Shantou Offshore Area

The coastline of Shantou is tortuous, while the hydrodynamic environment is complicated. In this paper, the hydrodynamic model is established by the FVCOM (Finite Volume Coastal Ocean Model); the open boundary conditions such as water level, river, and wind field are the input; and the model is veri...

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Main Authors: Yuxi Wu, Kui Zhu, Hao Qin, Yang Wang, Zhaolong Sun, Runxiang Jiang, Wanhu Wang, Jiaji Yi, Hongbing Wang, Enjin Zhao
Format: Article
Language:English
Published: MDPI AG 2023-02-01
Series:Applied Sciences
Subjects:
Online Access:https://www.mdpi.com/2076-3417/13/5/3011
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author Yuxi Wu
Kui Zhu
Hao Qin
Yang Wang
Zhaolong Sun
Runxiang Jiang
Wanhu Wang
Jiaji Yi
Hongbing Wang
Enjin Zhao
author_facet Yuxi Wu
Kui Zhu
Hao Qin
Yang Wang
Zhaolong Sun
Runxiang Jiang
Wanhu Wang
Jiaji Yi
Hongbing Wang
Enjin Zhao
author_sort Yuxi Wu
collection DOAJ
description The coastline of Shantou is tortuous, while the hydrodynamic environment is complicated. In this paper, the hydrodynamic model is established by the FVCOM (Finite Volume Coastal Ocean Model); the open boundary conditions such as water level, river, and wind field are the input; and the model is verified by tidal harmonic function. According to the previous research, the typhoon wind field with a 10-year return period is selected for storm surge simulation. When there is a bank, the accumulated water on the land cannot enter the ocean due to the block of the bank but accumulates on the inner side of the bank, resulting in higher accumulated water, but less than 0.5 m. In the aspect of sediment deposition, a sediment transport model is established to analyze the sediment deposition in Shantou Port and its surrounding waters. Some reasonable suggestions are put forward for the sediment deposition in Shantou. According to the simulation results, the following conclusions can be drawn: (1) In the case of typhoon storm surge in the return period of 10 years, the bank can effectively protect the inland. Still, accumulated water will collect near the bank. (2) The offshore water level will rise by 0.4 m after adding a bank. (3) The sediment in Shantou Bay mainly comes from the ocean sediment caused by tides, and the largest sedimentation occurs in the main channel.
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spelling doaj.art-ff592214826c43fd8ef440f57825ba662023-11-17T07:18:05ZengMDPI AGApplied Sciences2076-34172023-02-01135301110.3390/app13053011Numerical Investigation on the Influence of Breakwater and the Sediment Transport in Shantou Offshore AreaYuxi Wu0Kui Zhu1Hao Qin2Yang Wang3Zhaolong Sun4Runxiang Jiang5Wanhu Wang6Jiaji Yi7Hongbing Wang8Enjin Zhao9College of Marine Science and Technology, China University of Geosciences, Wuhan 430074, ChinaCollege of Electrical Engineering, Naval University of Engineering, Wuhan 430033, ChinaCollege of Marine Science and Technology, China University of Geosciences, Wuhan 430074, ChinaHaikou Marine Geological Survey Center, China Geological Survey, Haikou 570100, ChinaCollege of Electrical Engineering, Naval University of Engineering, Wuhan 430033, ChinaCollege of Electrical Engineering, Naval University of Engineering, Wuhan 430033, ChinaHaikou Marine Geological Survey Center, China Geological Survey, Haikou 570100, ChinaHaikou Marine Geological Survey Center, China Geological Survey, Haikou 570100, ChinaHaikou Marine Geological Survey Center, China Geological Survey, Haikou 570100, ChinaCollege of Marine Science and Technology, China University of Geosciences, Wuhan 430074, ChinaThe coastline of Shantou is tortuous, while the hydrodynamic environment is complicated. In this paper, the hydrodynamic model is established by the FVCOM (Finite Volume Coastal Ocean Model); the open boundary conditions such as water level, river, and wind field are the input; and the model is verified by tidal harmonic function. According to the previous research, the typhoon wind field with a 10-year return period is selected for storm surge simulation. When there is a bank, the accumulated water on the land cannot enter the ocean due to the block of the bank but accumulates on the inner side of the bank, resulting in higher accumulated water, but less than 0.5 m. In the aspect of sediment deposition, a sediment transport model is established to analyze the sediment deposition in Shantou Port and its surrounding waters. Some reasonable suggestions are put forward for the sediment deposition in Shantou. According to the simulation results, the following conclusions can be drawn: (1) In the case of typhoon storm surge in the return period of 10 years, the bank can effectively protect the inland. Still, accumulated water will collect near the bank. (2) The offshore water level will rise by 0.4 m after adding a bank. (3) The sediment in Shantou Bay mainly comes from the ocean sediment caused by tides, and the largest sedimentation occurs in the main channel.https://www.mdpi.com/2076-3417/13/5/3011numerical simulationhydrodynamic forcesediment transportembankment
spellingShingle Yuxi Wu
Kui Zhu
Hao Qin
Yang Wang
Zhaolong Sun
Runxiang Jiang
Wanhu Wang
Jiaji Yi
Hongbing Wang
Enjin Zhao
Numerical Investigation on the Influence of Breakwater and the Sediment Transport in Shantou Offshore Area
Applied Sciences
numerical simulation
hydrodynamic force
sediment transport
embankment
title Numerical Investigation on the Influence of Breakwater and the Sediment Transport in Shantou Offshore Area
title_full Numerical Investigation on the Influence of Breakwater and the Sediment Transport in Shantou Offshore Area
title_fullStr Numerical Investigation on the Influence of Breakwater and the Sediment Transport in Shantou Offshore Area
title_full_unstemmed Numerical Investigation on the Influence of Breakwater and the Sediment Transport in Shantou Offshore Area
title_short Numerical Investigation on the Influence of Breakwater and the Sediment Transport in Shantou Offshore Area
title_sort numerical investigation on the influence of breakwater and the sediment transport in shantou offshore area
topic numerical simulation
hydrodynamic force
sediment transport
embankment
url https://www.mdpi.com/2076-3417/13/5/3011
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