A Finite Volume Method for Modeling Shallow Flows with Wet-Dry Fronts on Adaptive Cartesian Grids

Table 1

Still water test: error norms for free surface elevation and unit discharge.

Cases	𝐿1 (𝜂)	𝐿1 (𝑞)
Water level = 0.1 m	5.43×10^−16 m	6.0×10^−16 m^2/s
Water level = 0.3 m	1.22×10^−18 m	2.2×10^−17 m^2/s