Analytical Solution to the Matric Suction of Unsaturated Soil by a Source Term’s 1D Steady Flow[J]. Advanced Engineering Sciences, 2016,48(5):36-41. DOI: 10.15961/j.jsuese.2016.05.006.
Abstract:To ascertain the vertical distribution of the matric suction in unsaturated soil by a source term’s 1D steady flow
a general solution was found with Gardner model.In addition
two particular solutions under the conditions of no source term and constant source term were also obtained
and the vertical distribution of the matric suction in unsaturated silt soil was analyzed under different surface flux boundary conditions and by different source terms.The results showed that the matric suction in unsaturated silt soil
when adopting constant source term
could be controlled with a specific discharge from the surface
a source term
a soil saturated infiltration coefficient and others.Under hydrostatic conditions
the matric suction and the distance from water table had a linear relationship.However
the relationship was non linear in non hydrostatic conditions.The specific discharge
when applying the constant source terms in the same direction of water flow
increased from the groundwater level to surface.Under the condition of evaporation
the matric suction by a constant source term was less than that with no source term at the same surface flow rate
whereas the result was the reverse when in the infiltration conditions.