EAS Publisher | Mathematical Modeling of the Effect of Cut-Off in Controlling Seepage beneath Hydraulic Structures

Mathematical Modeling of the Effect of Cut-Off in Controlling Seepage beneath Hydraulic Structures

DOI : https://doi.org/10.36349/easjecs.2022.v05i05.003

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Seepage is among the major causes of damage to dams and other hydraulic structures. Studying the hydraulic gradient and drift beneath hydraulic structures give a general idea about their safety. The objective of the paper is to develop a mathematical model of the effect of cut-off in controlling seepage beneath dams and other hydraulic structures. Analytical method was applied in the solution of the derived differential equation. The model exhibited a fairly constant reduction in the drift from upstream to downstream. A comparison of model shows that it compared favourably with the existing model with the advantage of being more simplified and easy to apply.

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