A saturated–unsaturated coupling model for groundwater flowing into seepage wells: a modeling study for groundwater development in river basins

• Published in: Environmental earth sciences Vol. 80; no. 21
• Main Authors: Ke, Xianmin, Wang, Wei, Xu, Xiangdong, Li, Jinlong, Hu, Haiyang
• Format: Journal Article
• Language: English
• Published: Berlin/Heidelberg Springer Berlin Heidelberg 01.11.2021; Springer Nature B.V
• Subjects: Aeration zone; Aquifers; Biogeosciences; Coupling; Drawdown; Earth and Environmental Science; Earth Sciences; Environmental Science and Engineering; Flow rates; Flow velocity; Geochemistry; Geology; Groundwater; Groundwater basins; Groundwater potential; Hydrology/Water Resources; Leakage; Modelling; Original Article; Physical simulation; Pumping; Pumping rates; River basin development; River basins; River water; Rivers; Saturated flow; Seepage; Terrestrial Pollution; Water harvesting; Water resources; Water scarcity; Water wells; Water yield; Saturated–unsaturated coupling model; Unsaturated zone; Physical simulation test; Groundwater; Drawdown
• ISSN: 1866-6280; 1866-6299
• DOI: 10.1007/s12665-021-10035-8

As a major and popular groundwater extraction structure, seepage wells are often used to transfer river water into aquifers for harvesting water resources. It can help ameliorate the imbalance between supply and demand, in particular, in areas of water scarcity. Large drawdowns due to pumping may cause the river to disconnect from the groundwater and form an unsaturated zone, which seriously affects the efficiency of seepage wells. However, most of the current models of extraction structures of non-tube wells account for only saturated flow and do not consider unsaturated conditions. To address this limitation, a saturated–unsaturated coupling model was developed using the exchange flow rate between the well pipe and the aquifer as the coupling point. Moreover, the model was evaluated with physical simulation test data. The statistical results indicated that the model could estimate the drawdown and pumping rate well with root-mean-square deviations of 0.0114 m and 0.0079 L s −1 , respectively, for a river with strong leakage capacity; and 0.0129 m and 0.0099 L s −1 , respectively, for a river with weak leakage capacity. The critical drawdown, where the river disconnects from the aquifer, as well as variations of the unsaturated zone, was also discussed. The present study provides important information for the design of seepage wells with reasonable drawdown, while being able to predict the potential water yield, and at the same time help protect the groundwater environment.