Abstract

Demand has increased for analytical solutions to determine the velocities and dispersion coefficients that describe solute transport with spatial, temporal, or spatiotemporal variations encountered in the field. However, few analytical solutions have considered spatially, temporally, or spatiotemporally dependent dispersion coefficients and velocities. The proposed solutions consider eight cases of dispersion coefficients and velocities: both spatially dependent, both spatiotemporally dependent, both temporally dependent, spatiotemporally dependent dispersion coefficient with spatially dependent velocity, temporally dependent dispersion coefficient with constant velocity, both constant, spatially dependent dispersion coefficient with spatiotemporally dependent velocity, and constant dispersion coefficient with temporally dependent velocity. The spatial dependence is linear, while the temporal dependence may be exponential, asymptotical, or sinusoidal. An advection–dispersion equation with these variable coefficients was reduced to a non-homogeneous diffusion equation using the pertinent coordinate transform method. Then, solutions were obtained in an infinite medium using Green’s function. The proposed analytical solutions were validated against existing analytical solutions or against numerical solutions when analytical solutions were unavailable. In this study, we showed that the proposed analytical solutions could be applied for various spatiotemporal patterns of both velocity and the dispersion coefficient, shedding light on feasibility of the proposed solution under highly transient flow in heterogeneous porous medium.

Highlights

  • The dispersion coefficient and pore velocity in an advection-dispersion process have generally been treated as constants in previous studies [1,2,3,4,5]

  • Recharge rates vary regionally and temporally, and groundwater velocity can change over time and space

  • Groundwater velocity can vary with distance under steady recharge conditions [8,9], and similar spatially varying velocity can be observed in open channel flows where water velocity increases proportional to distance due to steady lateral inflow that is uniformly distributed over its whole length [10]

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Summary

Introduction

The dispersion coefficient and pore velocity in an advection-dispersion process have generally been treated as constants in previous studies [1,2,3,4,5]. Recharge rates vary regionally and temporally, and groundwater velocity can change over time and space. Groundwater velocity can vary with distance under steady recharge conditions [8,9], and similar spatially varying velocity can be observed in open channel flows where water velocity increases proportional to distance due to steady lateral inflow that is uniformly distributed over its whole length [10]. Velocity may change temporally in response to the rainy season or tidal effects [11,12]. In all of these situations, the groundwater velocity in a system may change temporally, spatially, or spatiotemporally. The dispersion coefficient may change temporally, spatially, or spatiotemporally

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