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...

وصف كامل

التفاصيل البيبلوغرافية
الحاوية / القاعدة:Ain Shams Engineering Journal
المؤلف الرئيسي: 2-s2.0-85219135938
التنسيق: مقال
اللغة:English
منشور في: Ain Shams University 2025
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
id Mohd Salleh S.H.; Wan Mohtar W.H.M.; Abdul Maulud K.N.; Haron N.F.; Abd Rashid N.; Awang N.A.
spelling 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
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