Experimental investigation on the blocking of groundwater seepage from a waterproof curtain during pumped dewatering in an excavation

• Published in: Hydrogeology journal Vol. 27; no. 7; pp. 2659 - 2672
• Main Authors: Xu, Ye-Shuang, Yan, Xue-Xin, Shen, Shui-Long, Zhou, An-Nan
• Format: Journal Article
• Language: English
• Published: Berlin/Heidelberg Springer Berlin Heidelberg 01.11.2019; Springer Nature B.V
• Subjects: Aquatic Pollution; Aquifers; Computer simulation; confined aquifer; Confined aquifers; Dewatering; Dredging; Earth and Environmental Science; Earth Sciences; Effectiveness; Environmental effects; environmental impact; Excavation; Geology; Geophysics/Geodesy; Gradients; Groundwater; Groundwater levels; Hydraulic gradient; Hydrogeology; Hydrology/Water Resources; Laboratories; laboratory experimentation; Laboratory tests; mathematical models; Numerical simulations; Seepage; Thickness; Waste Water Technology; Water Management; Water Pollution Control; Water Quality/Water Pollution; water table; wells; Numerical modeling; Foundation pit; Dewatering; Wall-well effect; Laboratory experiments
• ISSN: 1431-2174; 1435-0157
• DOI: 10.1007/s10040-019-01992-3

The interaction between a waterproof curtain and withdrawal wells (or simply, the wall-well effect) is a key factor in controlling the environmental effects that occur during the dewatering of foundation pits. A series of laboratory investigations was conducted to study the changes in groundwater level during dewatering. The influence of the buried depth of the waterproof curtain placed in a dewatering confined aquifer ( D ), and the filter length of the pumping well ( L ), is investigated. Based on the laboratory test results, numerical simulations are used to analyse the ground settlement. The relationship between the approximate hydraulic gradients on both sides of the wall (Δ i ), or the ground settlement outside the excavation ( S ), using ratio R D ( D divided by the thickness of the confined aquifer) or ratio R L ( L divided by the thickness of the confined aquifer), can be simulated using a Boltzmann curve. The value of Δ i increases while S decreases with an increase in R D , whereas Δ i decreases while S increases with an increase in R L . The value of the contraflexure point of the Boltzmann curve is regarded as the effective value of R D or R L . Based on a comprehensive consideration, R D is suggested to be equal to or larger than the effective value, and R L is suggested to be equal to or lesser than the effective value.