As asked in the question, i just coupled SWMM hydraulic part to a hydrodynamic model, now i am testing the coupled model with some simple cases, which shows plausible results. But i don not have the observation data for a certain urban area, which can be used test the model. Does anyone knows any information about this? Thanks in advance or any one want to offer their case data and then we can make a comparison.
Hi, You may can use calibration approch mentioned in the following two papers.
Leandro, J., Djordjevic, S., Chen, A., Savic, D., & Stanic, M. (2009). Calibration of 1D/1D urban flood models with 1D/2D model results in the 1 absence of real data. J. Hydraul. Eng, 135, 495-504.
Rosenberger, L., Leandro, J., Pauleit, S., & Erlwein, S. (2021). Sustainable stormwater management under the impact of climate change and urban densification. Journal of Hydrology, 596. https://doi.org/10.1016/j.jhydrol.2021.126137
Thank you
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