Derosion Lattice Performance and Optimization in Solving an End Effect Assessed by CFD: A Case Study in Thailand’s Beach

Thailand’s beach had a severe coastal erosion problem at the end of rock dams called the “end effect”. One of the innovative solutions to solve this problem is to use the derosion lattice (DL). However, since the DL performance depends on installing conditions such as angle of attack, placement posi...

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Bibliographic Details
Main Authors: Busayaporn, W. (Author), Kaewbumrung, M. (Author), Phanak, M. (Author), Tangsopa, W. (Author), Thongsri, J. (Author)
Format: Article
Language:English
Published: MDPI 2022
Subjects:
Online Access:View Fulltext in Publisher
LEADER 02659nam a2200481Ia 4500
001 10.3390-w14091358
008 220706s2022 CNT 000 0 und d
020 |a 20734441 (ISSN) 
245 1 0 |a Derosion Lattice Performance and Optimization in Solving an End Effect Assessed by CFD: A Case Study in Thailand’s Beach 
260 0 |b MDPI  |c 2022 
856 |z View Fulltext in Publisher  |u https://doi.org/10.3390/w14091358 
520 3 |a Thailand’s beach had a severe coastal erosion problem at the end of rock dams called the “end effect”. One of the innovative solutions to solve this problem is to use the derosion lattice (DL). However, since the DL performance depends on installing conditions such as angle of attack, placement position, terrain, and climate, computational fluid dynamics (CFD) was applied to assess the end effect’s occurrence and optimize the performance of DL’s installation. Based on Khao Rup Chang’s condition, a suffered beach in Thailand was used as a case study, and a free surface flow simulation was performed in the transient state using ANSYS Fluent, a CFD software, which revealed water waves flow through the beach with and without the DL installation cases. Furthermore, the CFD-assessed results indicated that the angle of attack and placement position affected the DL performance as expected. In optimization, the 15◦ angle of attack with the DL placement adjacent to the rock dam was the proper condition. After being applied at the actual site, the DL can help reduce erosion, increase sedimentation, and solve the end effect with excellent performance. © 2022 by the authors. Licensee MDPI, Basel, Switzerland. 
650 0 4 |a Adaptive meshes 
650 0 4 |a Angle of attack 
650 0 4 |a beach protection 
650 0 4 |a Beach protection 
650 0 4 |a Beaches 
650 0 4 |a breakwater 
650 0 4 |a Breakwaters 
650 0 4 |a coastal erosion 
650 0 4 |a Coastal erosion 
650 0 4 |a computational fluid dynamics 
650 0 4 |a Computational fluid dynamics 
650 0 4 |a Computer software 
650 0 4 |a derosion lattice 
650 0 4 |a Derosion lattice 
650 0 4 |a dynamic adaptive mesh 
650 0 4 |a Dynamic adaptive mesh 
650 0 4 |a Dynamic-adaptive 
650 0 4 |a End-Effects 
650 0 4 |a Erosion 
650 0 4 |a free surface flow 
650 0 4 |a Free-surface flow 
650 0 4 |a Performance 
650 0 4 |a sedimentation 
650 0 4 |a Thailand 
650 0 4 |a Water waves 
700 1 0 |a Busayaporn, W.  |e author 
700 1 0 |a Kaewbumrung, M.  |e author 
700 1 0 |a Phanak, M.  |e author 
700 1 0 |a Tangsopa, W.  |e author 
700 1 0 |a Thongsri, J.  |e author 
773 |t Water (Switzerland)