TY - JOUR
T1 - Upstream Dispersion in Solute Transport Models
T2 - A Simple Evaluation and Reduction Methodology
AU - Irvine, D. J.
AU - Werner, A. D.
AU - Ye, Y.
AU - Jazayeri, A.
PY - 2021/3/1
Y1 - 2021/3/1
N2 - This article outlines analytical solutions to quantify the length scale associated with “upstream dispersion,” the artificial movement of solutes in the opposite direction to groundwater flow, in solute transport models. Upstream dispersion is an unwanted artifact in common applications of the advection-dispersion equation (ADE) in problems involving groundwater flow in the direction of increasing solute concentrations. Simple formulae for estimating the one-dimensional distance of upstream dispersion are provided. These show that under idealized conditions (i.e., steady-state flow and transport, and a homogeneous aquifer), upstream dispersion may be a function of only longitudinal dispersivity. The scale of upstream dispersion in a selection of previously presented situations is approximated to highlight the utility of the presented formulae and the relevance of this ADE anomaly in common transport problems. Additionally, the analytical solution is applied in a hypothetical scenario to guide the modification of dispersion parameters to minimize upstream dispersion.
AB - This article outlines analytical solutions to quantify the length scale associated with “upstream dispersion,” the artificial movement of solutes in the opposite direction to groundwater flow, in solute transport models. Upstream dispersion is an unwanted artifact in common applications of the advection-dispersion equation (ADE) in problems involving groundwater flow in the direction of increasing solute concentrations. Simple formulae for estimating the one-dimensional distance of upstream dispersion are provided. These show that under idealized conditions (i.e., steady-state flow and transport, and a homogeneous aquifer), upstream dispersion may be a function of only longitudinal dispersivity. The scale of upstream dispersion in a selection of previously presented situations is approximated to highlight the utility of the presented formulae and the relevance of this ADE anomaly in common transport problems. Additionally, the analytical solution is applied in a hypothetical scenario to guide the modification of dispersion parameters to minimize upstream dispersion.
KW - upstream dispersion
KW - solute transport models
KW - 1D analytical solutions
KW - advection-dispersion equation (ADE)
KW - steady-state fresh groundwater flow
UR - http://www.scopus.com/inward/record.url?scp=85089658626&partnerID=8YFLogxK
UR - http://purl.org/au-research/grants/ARC/FT150100403
UR - http://purl.org/au-research/grants/ARC/LP140100317
U2 - 10.1111/gwat.13036
DO - 10.1111/gwat.13036
M3 - Article
AN - SCOPUS:85089658626
SN - 0017-467X
VL - 59
SP - 287
EP - 291
JO - Groundwater
JF - Groundwater
IS - 2
ER -