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Conformal analysis of seepage below a hydraulic structure with an inclined cutoff

โœ Scribed by Abbas Z. Ijam


Publisher
John Wiley and Sons
Year
1994
Tongue
English
Weight
364 KB
Volume
18
Category
Article
ISSN
0363-9061

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โœฆ Synopsis


Conformal mapping techniques are used to obtain an exact solution for seepage flow below a hydraulic structure founded on permeable soil of infinite depth for a flat floor with an inclined cut-off at the downstream end. Results are presented for different values of b/s and 8. The exit gradient decreases considerably along a distance beyond the floor end with an increase in cut-off inclination. The maximum exit gradient decreases for B = 10,20 and 30 and starts increasing for B = 45 ' . The uplift pressure decreases as 8 increases. It is concluded that using an inclined cut-off increases the factor of safety in design against uplift and piping.


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