Numerical simulation of floods from multiple sources using an adaptive anisotropic unstructured mesh method. (January 2019)

• Record Type: Journal Article
• Authors: Hu, R.; Fang, F.; Salinas, P.; Pain, C.C.; Sto.Domingo, N.D.; Mark, O.
• Is Part Of: Advances in water resources. Volume 123(2019)
• Page Start: 173
• Page End: 188
• Publication Date: 2019-01
• Subjects: Anisotropic dynamic mesh optimization -- Double control-volume finite element method DCV-FEM -- Joint flood; Hydrology -- Periodicals; Hydrodynamics -- Periodicals; Hydraulic engineering -- Periodicals; 551.48
• DOI: 10.1016/j.advwatres.2018.11.011
• Languages: English
• ISSNs: 0309-1708

Abstract

Highlights: A newly developed 2D double control-volume and finite element adaptive mesh model for urban coincidental flood modelling. Simulating coincidental flood induced by extreme rainfall and sea-level events. A unique combination of anisotropic dynamic mesh optimization technique and highresolution Digital Terrain Model (DTM) data. Dynamically adaptive mesh flood modelling applied to realistic cases (Greve, Denmark). Accurately representation of flow features and topography features during the flooding process by using advanced numerical schemes. Abstract: The coincidence of two or more extreme events (precipitation and storm surge, for example) may lead to severe floods in coastal cities. It is important to develop powerful numerical tools for improved flooding predictions (especially over a wide range of spatial scales - metres to many kilometres) and assessment of joint influence of extreme events. Various numerical models have been developed to perform high-resolution flood simulations in urban areas. However, the use of high-resolution meshes across the whole computational domain may lead to a high computational burden. More recently, an adaptive isotropic unstructured mesh technique has been first introduced to urban flooding simulations and applied to a simple flooding event observed as a result of flow exceeding the capacity of the culvert during the period of prolonged or heavy rainfall. Over existing adaptive mesh refinement methods (AMR, locally nested static mesh methods), this adaptive unstructured mesh technique can dynamically modify (both, coarsening and refining the mesh) and adapt the mesh to achieve a desired precision, thus better capturing transient and complex flow dynamics as the flow evolves. In this work, the above adaptive mesh flooding model based on 2D shallow water equations (named as Floodity) has been further developed by introducing (1) an anisotropic dynamic mesh optimization technique (anisotropic-DMO); (2) multiple flooding sources (extreme rainfall and sea-level events); and (3) a unique combination of anisotropic-DMO and high-resolution Digital Terrain Model (DTM) data. It has been applied to a densely urbanized area within Greve, Denmark. Results from MIKE 21 FM are utilized to validate our model. To assess uncertainties in model predictions, sensitivity of flooding results to extreme sea levels, rainfall and mesh resolution has been undertaken. The use of anisotropic-DMO enables us to capture high resolution topographic features (buildings, rivers and streets) only where and when is needed, thus providing improved accurate flooding prediction while reducing the computational cost. It also allows us to better capture the evolving flow features (wetting-drying fronts).