“…They are receiving increasing interest in water resource research in light of the applied advances adopted in finite volume methods [e.g., Bokhove , ; Ern et al ., ; Gourgue et al ., ; Kesserwani and Liang , ]. In addition to the factors discussed above under (ii) and (iii), these also include other characteristic features such as hp ‐adaptivity, local slope coefficient limiting, polynomial wet/dry front tracking, and the time stepping issue [e.g., Krivodonova et al ., ; Kubatko et al ., 2009; Kesserwani and Liang , ; Xing et al ., ; Araud et al ., ]. However, the DG formulation is seldom adopted for the simulation of flood propagation problems hindered, perhaps, by its excessive complexity.…”