Numerical modeling of solute transport in a sand tank physical model under varying hydraulic gradient and hydrological stresses

• Published in: Hydrogeology journal Vol. 26; no. 6; pp. 2089 - 2113
• Main Authors: Atlabachew, Abunu, Shu, Longcang, Wu, Peipeng, Zhang, Yongjie, Xu, Yang
• Format: Journal Article
• Language: English
• Published: Berlin/Heidelberg Springer Berlin Heidelberg 01.09.2018; Springer Nature B.V
• Subjects: Aquatic Pollution; Aquifers; Artificial recharge; Boundary conditions; Chloride; Chloride transport; Computer simulation; Concentration gradient; Direction; Earth and Environmental Science; Earth Sciences; Effluents; Flow stability; Geology; Geophysics/Geodesy; Groundwater; Groundwater flow; Groundwater recharge; Hydraulic gradient; Hydraulics; Hydrogeology; Hydrologic models; Hydrology; Hydrology/Water Resources; Instability; Liquid wastes; liquids; Mathematical models; Migration; Modelling; Numerical models; Numerical simulations; Plumes; Pumping; quartz; Sand; Sand transport; Silica; Silicon dioxide; Sodium; Sodium chloride; Solute transport; Solutes; Solutions; sorption; Three dimensional models; Transport; Unconfined aquifers; Waste Water Technology; Water Management; Water Pollution Control; Water Quality/Water Pollution; Numerical modeling; Hydrological stress; Solute transport; Hydraulic gradient; Laboratory experiments/measurements
• ISSN: 1431-2174; 1435-0157
• DOI: 10.1007/s10040-018-1758-6

This laboratory study improves the understanding of the impacts of horizontal hydraulic gradient, artificial recharge, and groundwater pumping on solute transport through aquifers. Nine experiments and numerical simulations were carried out using a sand tank. The variable-density groundwater flow and sodium chloride transport were simulated using the three-dimensional numerical model SEAWAT. Numerical modelling results successfully reproduced heads and concentrations observed in the sand tank. A higher horizontal hydraulic gradient enhanced the migration of sodium chloride, particularly in the groundwater flow direction. The application of constant artificial recharge increased the spread of the sodium chloride plume in both the longitudinal and lateral directions. In addition, groundwater pumping accelerated spreading of the sodium chloride plume towards the pumping well. Both higher hydraulic gradient and pumping rate generated oval-shaped plumes in the horizontal plane. However, the artificial recharge process produced stretched plumes. These effects of artificial recharge and groundwater pumping were greater under higher hydraulic gradient. The concentration breakthrough curves indicated that emerging solutions never attained the concentration of the originally injected solution. This is probably because of sorption of sodium chloride onto the silica sand and/or the exchange of sodium chloride between the mobile and immobile liquid domains. The fingering and protruding plume shapes in the numerical models constitute instability zones produced by buoyancy-driven flow. Overall, the results have substantiated the influences of hydraulic gradient, boundary condition, artificial recharge, pumping rate and density differences on solute transport through a homogeneous unconfined aquifer. The implications of these findings are important for managing liquid wastes.