I am a water resouces engineer. currently i am doing stablity analysis for some levees using slope/w. now i have to do stability analysis for a levee with flood wall in it. the flood wall is located at the top of the waterside slope of levee and the bottom of flood wall is about 4 ft below the...
i am a civil engineer. currently i am doing stability anlysis using Slope/W for some levees. now i have to do stability analysis for a levee with flood wall in it. now my question is how can i create flood wall in levee using Slope/W?