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well, many factors play role here, like the physics you are using and spatial and temporal resolutions, grid type, ... Abdolali, A., Banihashemi, S., Alves, J. H., Roland, A., Hesser, T. J., Anderson Bryant, M., and McKee Smith, J.: Great Lakes wave forecast system on high-resolution unstructured meshes, Geosci. Model Dev., 17, 1023–1039 Abdolali A, Hesser TJ, Anderson Bryant M, Roland A, Khalid A, Smith J, Ferreira C, Mehra A and Sikiric MD (2022) Wave Attenuation by Vegetation: Model Implementation and Validation Study. Front. Built Environ. 8:891612. doi: 10.3389/fbuil.2022.891612 Abdolali A., Roland, A., Van Der Westhuysen, A., Meixner, J., Chawla, A., Hesser, T., Smith, J.M. and M. Dutour Sikiric (2020), Large-scale Hurricane Modeling Using Domain Decomposition Parallelization and Implicit Scheme Implemented in WAVEWATCH III Wave Model, Coastal Engineering, 157, 103656, https://doi.org/10.1016/j.coastaleng.2020.103656 There are more articles, but I'd go with these 3 first. |
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I wanted to know if anyone has experience using Wavewatch III to calculate waves in estuaries. I recently used WW3 in the Río de La Plata estuary (Buenos Aires, Argentina) and did not get good results. However, outside the estuary, WW3 works well. Should I recompile WW3 with a different SWITCH? Or should I use another model like SWAN?
Thank you in advance.
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