Silt curtains are constructed for minimizing pollution of sediment dispersion in water bodies. In spite of wide uses of the silt curtains, there are few studies for analyzing the effectiveness of them with respect to their dimension and hydraulic characteristics. Currently, the market of silt curtains does not provide the various dimension of them due to the limit of information regarding its effectiveness on reducing sediment pollution. In this study, a series of experiments was conducted to investigate hydraulic characteristics around the silt curtains under the different flow conditions. The information to be obtained will provide information required to design appropriate dimension of silt curtains in various water environment such as velocity and water depths. For this study, a silt curtain was fabricated and an open channel with 30cm of width and 40cm of depth was used. The results indicated that the silt curtain was not effective in preventing dispersion at flow velocities over 6 cm/s. Based on the experimental results, it is required that approaching velocity be minimized and the weight of bottom be increased in order to reduce deformation angles.