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It is necessary to develop special processes such as the drains, the filters and to choose the type of the most effective drain to drain excess water from the canal. We have performed a study on a reduced model, of a homogeneous soil with trench drain on an impervious foundation, and we have proposed a correlation to determine the best position of the trench drain in the homogeneous soil. The water level in the trench drains can be directly determined for a given head of water in the canal, slope of the canal and the permeability coefficient, so that the seepage analysis is simplified to a certain degree and the accuracy is also satisfied based on the new approach. Finally comparative studies between experimental and numerical results using [SEEP] software were carried out.

Drainage of Bank Storage in Shallow Unconfined Aquifers