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Validation of 2D shock capturing flood models around a surcharging manhole
Authors:R Martins  G Kesserwani  M Rubinato  S Lee  J Leandro  S Djordjevi?
Affiliation:1. Department of Civil and Structural Engineering, The University of Sheffield, Sheffield, United Kingdom;2. MARE - Marine and Environmental Sciences Centre, Department of Civil Engineering, FCT, University of Coimbra, Coimbra, Portugal;3. IMAR - Institute of Marine Research, FCT, University of Coimbra, Coimbra, Portugal;4. Climate Application Department, APEC Climate Center, Busan, Republic of Korea;5. MARE - Marine and Environmental Sciences Centre, Department of Civil Engineering, FCT, University of Coimbra, Coimbra, Portugal;6. Department of Civil, Geo and Environmental Engineering, Chair of Hydrology and River Basin Management, Technical University of Munich, Munich, Germany;7. Centre for Water Systems, University of Exeter, Exeter, United Kingdom
Abstract:This work offers a detailed validation of finite volume (FV) flood models in the case where horizontal floodplain flow is affected by sewer surcharge flow via a manhole. The FV numerical solution of the 2D shallow water equations is considered based on two approximate Riemann solvers, HLLC and Roe, on both quadrilateral structured and triangular unstructured mesh-types. The models are validated against a high resolution experimental data-set obtained using a physical model of a sewer system linked to a floodplain via a manhole. It was verified that the sensitivity of the models is inversely proportional to the surcharged flow/surface inflow ratio, and therefore requires more calibration from the user especially when concerned with localised modelling of sewer-to-floodplain flow. Our findings provide novel evidence that shock capturing FV-based flood models are applicable to simulate localised sewer-to-floodplain flow interaction.
Keywords:Floodplain flow  sewer overflow  dual drainage experiments  approximate Riemann solvers  shallow water equations  quadrilateral vs triangular meshes
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