Both subcritical and supercritical flow can be modeled, with a numerical scheme that adapts according to the local flow conditions, allowing both steep river flows and tidally influenced estuaries to be simulated within the same model. MIKE11 Hydrodynamic routing can be applied to branched networks, looped networks, and even quasi two-dimensional flow simulation such as for overbank floodplain flows. The complete St. Venant non-linear equations of open channel flow are solved numerically between all grid points at specified time steps for the specified boundary conditions. Module provides long-term simulations of flow or transport using only a fraction of the computational time required when applying the corresponding fully dynamic modules in MIKE11. This module is particularly well suited for the analysis of long-term effects of water quality with respect to pollutant loading, as well as morphological changes.
Module can model the failure of one or more dams in a river system.
It can simulate the initial dam failure using one of three modes of failure. The dam breach expansion can be modeled either as a function of time or of sediment transport rate. The Dambreak Module accounts for breach flow, overtopping flow, and spillway flow. Back To Top MIKE11 dam break analysis results can be displayed on a 3D terrain model, showing the extent of the flooding in a 3D perspective view. Operating conditions for both downstream and upstream flow directions.