Free-Boundary Seepage from Asymmetric Soil Channels

Author:

Carabineanu Adrian12

Affiliation:

1. Institute of Mathematical Statistics and Applied Mathematics, Romanian Academy, Calea 13 Septembrie 13, 010702 Bucharest, Romania

2. Faculty of Mathematics and Computer Science, University of Bucharest, Academiei 14, 010014 Bucharest, Romania

Abstract

We present an inverse method for the study of the seepage from soil channels without lining. We give integral representations of the complex potential, velocity field, stream lines, free phreatic lines, and contour of the channel by means of Levi-Civitá's functionω. For different values of the Taylor coefficients ofω, we calculate numerically the contour of the channel, the phreatic lines, the seepage loss, the velocity field, the stream lines, and the equipotential lines. Examples are given for various symmetric or asymmetric channels, with smooth contours or with angular points.

Funder

University of Bucharest

Publisher

Hindawi Limited

Subject

Mathematics (miscellaneous)

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