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Sheet piles are necessary with hydraulic structures as seepage cut-off to reduce the
seepage. In this research, the computational work methodology was followed by
building a numerical model using Geo-Studio program to check the efficiency of
using concrete sheet piles as a cut-off or reducer for seepage with time if the sheet
piles facing the drawdown technique. Al-Kifil regulator was chosen as a case
study, an accurate model was built with a help of observed reading of the
measuring devices, which was satisfactory and helped in checking the sheet piles
efficiency. Through the study, three scenarios were adopted (with and without)
drawdown technique, it was found that at the short time there's no effect of the
drawdown technique on
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