Impact of storage coefficient on numerical modelling of trench drainage

The present paper deals with the numerical modelling of trench drainage in variably saturated porous media. In particular, the effect of the unsaturated storage coefficient form on the rate of transient seepage into the trench is investigated. Several numerical analyses are performed for two differe...

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Veröffentlicht in:Computers and geotechnics 2003-01, Vol.30 (8), p.683-693
Hauptverfasser: Mavroulidou, Maria, Gunn, M.J., Woods, R.I.
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creator Mavroulidou, Maria
Gunn, M.J.
Woods, R.I.
description The present paper deals with the numerical modelling of trench drainage in variably saturated porous media. In particular, the effect of the unsaturated storage coefficient form on the rate of transient seepage into the trench is investigated. Several numerical analyses are performed for two different soil types. The numerical results derived using a pressure head-dependent storage coefficient, are compared to those derived using constant storage coefficients. It is shown that simplifying assumptions using constant storage coefficients may predict too fast drainage rates.
doi_str_mv 10.1016/j.compgeo.2003.09.003
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source Elsevier ScienceDirect Journals
subjects Earth sciences
Earth, ocean, space
Engineering and environment geology. Geothermics
Engineering geology
Exact sciences and technology
Numerical modelling
Storage coefficient
Transient response
Trench drains
Variably saturated soil
title Impact of storage coefficient on numerical modelling of trench drainage
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