This master thesis variant solutions for the rehabilitation of the embankment for flood protection Podturen are analyzed. The aim was to solve the problem of seepage in the foundation soil below the embankment, which during high waters results in the appearance of sand boils (springs) on the downstream side, all due to large exit hydraulic gradients on the terrain surface. Detailed geotechnical field and laboratory research works were carried out, on the basis of which the soil model and hydraulic characteristics of each layer were determined. Using the computer program Geostudio (SEEP/W), numerical analyzes were performed to determine the critical hydraulic gradients. It was concluded that the occurance of large hydraulic gradients is largely influenced by the size of the permeability coefficients and the thickness of the layers on the surface, as well as the ratio of the permeability coefficient of these layers with the permeability coefficient of well-permeable gravels in the substrate. Variant solutions to the problem of seepage, which are presented in this thesis, include the installation of PVC sheet pile wall from the embankment croest, as well the construction of relief trenches and wells on the downstream side.