The high levels of groundwater at riparian rivers or lakes adversely
affect the foundations of the engineering facilities which established
in these areas, in terms of the corrosion of the reinforced concrete of
the foundations, and on the other h
and the difficulty of doing the
engineering work required. Therefore it is necessary to reduce the
levels of groundwater beneath the level foundation. In this research,
the groundwater movement toward two coastal drains located at
different levels has been studied numerically.
