![]() ![]() The results show that most of the flood wave modeled through the Hunza river channel, is contained by the flood plain of Hunza River but for some of the villages i.e. The standard RNG turbulence model is employed to simulate turbulence and then flood inundation maps and velocity vectors for flow at villages are drawn. The numerical model (FLOW-3D) is developed to solve the Reynolds averaged Navier-Stoke equation fully in 3D to predict peak flow depth at different cross-sections, peak velocity, peak discharge, time to peak depth, and time to peak discharge. ![]() In this present study dam break of Attabad lake is simulated using the computational fluid dynamics technique. The paper aims to improve different methods of hydraulic modeling of dam break. The break study of Landslide or embankment dams is more essential due to uncertainty in their composition and lack of knowledge of their response to other natural events because they are natural and not properly designed for any disaster. ![]()
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