Performance evaluation of high discharge estuarine hydrodynamic model
The complexity of physical processes in an estuary provides challenges to develop a functional and reliable model. There is a lack of systematic method in calibrating and validating the model in reducing the time of processing the model which can take a longer time of analysis. This study presents a...
الحاوية / القاعدة: | Ain Shams Engineering Journal |
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المؤلف الرئيسي: | |
التنسيق: | مقال |
اللغة: | English |
منشور في: |
Ain Shams University
2025
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الوصول للمادة أونلاين: | https://www.scopus.com/inward/record.uri?eid=2-s2.0-85219135938&doi=10.1016%2fj.asej.2025.103322&partnerID=40&md5=cf2d11a5b35ab6a9748cea8d9cf96b71 |
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Mohd Salleh S.H.; Wan Mohtar W.H.M.; Abdul Maulud K.N.; Haron N.F.; Abd Rashid N.; Awang N.A. |
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Mohd Salleh S.H.; Wan Mohtar W.H.M.; Abdul Maulud K.N.; Haron N.F.; Abd Rashid N.; Awang N.A. 2-s2.0-85219135938 Performance evaluation of high discharge estuarine hydrodynamic model 2025 Ain Shams Engineering Journal 16 4 10.1016/j.asej.2025.103322 https://www.scopus.com/inward/record.uri?eid=2-s2.0-85219135938&doi=10.1016%2fj.asej.2025.103322&partnerID=40&md5=cf2d11a5b35ab6a9748cea8d9cf96b71 The complexity of physical processes in an estuary provides challenges to develop a functional and reliable model. There is a lack of systematic method in calibrating and validating the model in reducing the time of processing the model which can take a longer time of analysis. This study presents a systematic calibration and validation approach for the TELEMAC-2D hydrodynamic model of a tropical estuary with high river discharge. Key parameters, including tidal prior current speed, time steps, friction coefficient, iteration, velocity diffusivity, and Courant number, were optimized. Model sensitivity analysis was conducted, and the bottom friction was calibrated using the Nikuradse law. The model achieved strong agreement with observation data (R2 = 0.95, RMSE = 0.17, Ks = 0.32), demonstrating its reliability for simulating tropical estuarine hydrodynamics. This study emphasizes Courant number optimization, enhancing model stability, accuracy, and efficiency for reliable estuarine simulations and informed coastal management. © 2025 The Author(s) Ain Shams University 20904479 English Article All Open Access; Gold Open Access |
author |
2-s2.0-85219135938 |
spellingShingle |
2-s2.0-85219135938 Performance evaluation of high discharge estuarine hydrodynamic model |
author_facet |
2-s2.0-85219135938 |
author_sort |
2-s2.0-85219135938 |
title |
Performance evaluation of high discharge estuarine hydrodynamic model |
title_short |
Performance evaluation of high discharge estuarine hydrodynamic model |
title_full |
Performance evaluation of high discharge estuarine hydrodynamic model |
title_fullStr |
Performance evaluation of high discharge estuarine hydrodynamic model |
title_full_unstemmed |
Performance evaluation of high discharge estuarine hydrodynamic model |
title_sort |
Performance evaluation of high discharge estuarine hydrodynamic model |
publishDate |
2025 |
container_title |
Ain Shams Engineering Journal |
container_volume |
16 |
container_issue |
4 |
doi_str_mv |
10.1016/j.asej.2025.103322 |
url |
https://www.scopus.com/inward/record.uri?eid=2-s2.0-85219135938&doi=10.1016%2fj.asej.2025.103322&partnerID=40&md5=cf2d11a5b35ab6a9748cea8d9cf96b71 |
description |
The complexity of physical processes in an estuary provides challenges to develop a functional and reliable model. There is a lack of systematic method in calibrating and validating the model in reducing the time of processing the model which can take a longer time of analysis. This study presents a systematic calibration and validation approach for the TELEMAC-2D hydrodynamic model of a tropical estuary with high river discharge. Key parameters, including tidal prior current speed, time steps, friction coefficient, iteration, velocity diffusivity, and Courant number, were optimized. Model sensitivity analysis was conducted, and the bottom friction was calibrated using the Nikuradse law. The model achieved strong agreement with observation data (R2 = 0.95, RMSE = 0.17, Ks = 0.32), demonstrating its reliability for simulating tropical estuarine hydrodynamics. This study emphasizes Courant number optimization, enhancing model stability, accuracy, and efficiency for reliable estuarine simulations and informed coastal management. © 2025 The Author(s) |
publisher |
Ain Shams University |
issn |
20904479 |
language |
English |
format |
Article |
accesstype |
All Open Access; Gold Open Access |
record_format |
scopus |
collection |
Scopus |
_version_ |
1828987856846061568 |