Results of the experimental study on the influence of the permeability of a spur dike on a scouring are presented in this paper. Experiments were carried out for impermeable and permeable spur dikes to compare several parameters influencing the flow and scouring. Surge flow was chosen for the experiments. This flow pattern exposed the effect of the permeability, as all the processes were characterized by greater intensity than in the stable flow conditions. Three dimensional velocities, water level, scour profile, as well as data of pressure pattern, excess pore water pressure, liquefaction and seepage force were measured and investigated. For each parameter, the influence of the permeability of the structure was recognized. The most important advantage of the permeable structure is to reduce the final scour depth.