Intertidal intercepted sediment at jetties along the Gulf of Thailand
Sand bypassing is one of the promising solutions to rectify jetty-induced coastal erosion. Estimating alongshore sediment transport rate and understanding hydrodynamic conditions at a jetty are crucial for successful downdrift erosion management. This research investigated three major jetties in Tha...
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Format: | Article |
Language: | English |
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Frontiers Media S.A.
2022-08-01
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Series: | Frontiers in Marine Science |
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Online Access: | https://www.frontiersin.org/articles/10.3389/fmars.2022.970592/full |
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author | Cherdvong Saengsupavanich Lee Shin Yun Lee Hin Lee Sarinya Sanitwong-Na-Ayutthaya |
author_facet | Cherdvong Saengsupavanich Lee Shin Yun Lee Hin Lee Sarinya Sanitwong-Na-Ayutthaya |
author_sort | Cherdvong Saengsupavanich |
collection | DOAJ |
description | Sand bypassing is one of the promising solutions to rectify jetty-induced coastal erosion. Estimating alongshore sediment transport rate and understanding hydrodynamic conditions at a jetty are crucial for successful downdrift erosion management. This research investigated three major jetties in Thailand (Cha Am jetty, Krai jetty, and Na Saton jetty) that protrude across the surf zone and completely intercept alongshore sediment transport. Sub-aerial and inter-tidal field surveys by Real Time Kinematic (RTK) technique were undertaken in 2019 and 2020. The collected data was processed and overlaid to calculate the amount of sediment deposition at the updrift jetty. Numerical simulations using MIKE21 SW and MIKE21 HD were carried out in order to understand how waves and water currents interacted with the jetties. From the results, we found that the Cha Am jetty trapped approximately 38,187 cu.m/yr of the alongshore sediment. While the Krai jetty intercepted approximately 34,170 cu.m/yr of the alongshore drift, and approximately 65,951 cu.m/yr of longshore sediment transport was blocked by the Na Saton jetty. Such estimated amounts of deposited sediment are the quantities that should be bypassed at each jetty. Budgets and implementation plans for sand bypassing can be prepared. Decision makers can decide how to manage updrift deposition and downdrift erosion. |
first_indexed | 2024-04-14T03:30:15Z |
format | Article |
id | doaj.art-8a1399b7a89043b494258fecc6c39129 |
institution | Directory Open Access Journal |
issn | 2296-7745 |
language | English |
last_indexed | 2024-04-14T03:30:15Z |
publishDate | 2022-08-01 |
publisher | Frontiers Media S.A. |
record_format | Article |
series | Frontiers in Marine Science |
spelling | doaj.art-8a1399b7a89043b494258fecc6c391292022-12-22T02:15:00ZengFrontiers Media S.A.Frontiers in Marine Science2296-77452022-08-01910.3389/fmars.2022.970592970592Intertidal intercepted sediment at jetties along the Gulf of ThailandCherdvong Saengsupavanich0Lee Shin Yun1Lee Hin Lee2Sarinya Sanitwong-Na-Ayutthaya3Faculty of International Maritime Studies, Kasetsart University, Chonburi, ThailandFaculty of International Maritime Studies, Kasetsart University, Chonburi, ThailandNational Hydraulic Research Institute of Malaysia, Ministry of Environment and Water, Seri Kembangan, Selangor, MalaysiaFaculty of International Maritime Studies, Kasetsart University, Chonburi, ThailandSand bypassing is one of the promising solutions to rectify jetty-induced coastal erosion. Estimating alongshore sediment transport rate and understanding hydrodynamic conditions at a jetty are crucial for successful downdrift erosion management. This research investigated three major jetties in Thailand (Cha Am jetty, Krai jetty, and Na Saton jetty) that protrude across the surf zone and completely intercept alongshore sediment transport. Sub-aerial and inter-tidal field surveys by Real Time Kinematic (RTK) technique were undertaken in 2019 and 2020. The collected data was processed and overlaid to calculate the amount of sediment deposition at the updrift jetty. Numerical simulations using MIKE21 SW and MIKE21 HD were carried out in order to understand how waves and water currents interacted with the jetties. From the results, we found that the Cha Am jetty trapped approximately 38,187 cu.m/yr of the alongshore sediment. While the Krai jetty intercepted approximately 34,170 cu.m/yr of the alongshore drift, and approximately 65,951 cu.m/yr of longshore sediment transport was blocked by the Na Saton jetty. Such estimated amounts of deposited sediment are the quantities that should be bypassed at each jetty. Budgets and implementation plans for sand bypassing can be prepared. Decision makers can decide how to manage updrift deposition and downdrift erosion.https://www.frontiersin.org/articles/10.3389/fmars.2022.970592/fullcoastal erosionbeach surveysediment depositionbeach managementcoastal engineering |
spellingShingle | Cherdvong Saengsupavanich Lee Shin Yun Lee Hin Lee Sarinya Sanitwong-Na-Ayutthaya Intertidal intercepted sediment at jetties along the Gulf of Thailand Frontiers in Marine Science coastal erosion beach survey sediment deposition beach management coastal engineering |
title | Intertidal intercepted sediment at jetties along the Gulf of Thailand |
title_full | Intertidal intercepted sediment at jetties along the Gulf of Thailand |
title_fullStr | Intertidal intercepted sediment at jetties along the Gulf of Thailand |
title_full_unstemmed | Intertidal intercepted sediment at jetties along the Gulf of Thailand |
title_short | Intertidal intercepted sediment at jetties along the Gulf of Thailand |
title_sort | intertidal intercepted sediment at jetties along the gulf of thailand |
topic | coastal erosion beach survey sediment deposition beach management coastal engineering |
url | https://www.frontiersin.org/articles/10.3389/fmars.2022.970592/full |
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