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
الوصف
الملخص: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)
تدمد:20904479
DOI:10.1016/j.asej.2025.103322