Numerical Modelling Of Flood Induced Seepage Under Levees

Flood creates the most complex problems of engineering hydrology and extreme flood contains crucial risk for urban areas, infrastructure, industry agriculture. The aim this paper is to study transient flow caused by levee Filyos River. Numerical modeling based on finite element method was performed in analyses. PlaxFlow which an add-on module Plaxis 2D, used time variation seepage several points interest within levee. Exit velocity at degree saturation hydraulic gradient were investigated. In addition, under water through different soil types underneath examined. results analyses when piping occurred sand boil formed presented types.