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Corresponding Author

El-Khawalka, Saad

Subject Area

Civil and Environmental Engineering

Article Type

Original Study

Abstract

The problem of draining a clay layer, overlying an inclined impervious substratu , by means of a s of parallel drain tubes is mathematically solved in this paper. The complex potential, the velocity potential and the stream function of the system are established. A new drain discharge formula satisfying the proper boundary conditions is also deduced. Finally the effect of the angle of inclination of the impervious layer, on the drain discharge is investigated.

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