Flow Under A Weir On Soil Underlain By Sloping Impervious Layer
作者:
A. Siva Reddy,
G. C. Mishra,
K. Seetharamiah,
期刊:
Journal of Hydraulic Research
(Taylor Available online 1972)
卷期:
Volume 10,
issue 1
页码: 77-91
ISSN:0022-1686
年代: 1972
DOI:10.1080/00221687209500020
出版商: Taylor & Francis Group
数据来源: Taylor
摘要:
Using Schwarz-Christoffel transformation, an analysis is presented for finding the quantity of seepage, exit gradient and pressure distribution for a weir with an inclined sheet pile embedded in a homogeneous and isotropic porous medium underlain by an inclined impervious boundary. It is found that the inclination of the sheet pile has considerable influence on the quantity of seepage and exit gradient. The solution is useful for analysis of flow characteristics associated with a stepped weir having a vertical sheet pile for any anisotropic nature of the porous medium.
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