Screening of One-Well Hydraulic Barrier Design Alternatives
Article first published online: 8 FEB 2008
© 2008 The Author(s) Journal compilation © 2008 National Ground Water Association
Volume 46, Issue 5, pages 743–754, September–October 2008
How to Cite
Rubin, H., Shoemaker, C. A. and Köngeter, J. (2008), Screening of One-Well Hydraulic Barrier Design Alternatives. Groundwater, 46: 743–754. doi: 10.1111/j.1745-6584.2007.00426.x
- Issue published online: 25 AUG 2008
- Article first published online: 8 FEB 2008
- Received December 2006, accepted October 2007.
This study develops a robust method for screening one-well hydraulic barrier design alternatives that can be easily computed without a numerical simulation model. The paper outlines the general method and shows its implementation with hydraulic barriers using a single pumping well. For such barriers, the method is easily computable with spreadsheets and/or charts depicted within the paper and posted online. The method applies the potential flow theory, which leads to using a curvilinear coordinate system for all types of calculations. For contaminant transport calculations, the method applies the boundary layer theory. For calculations of aquifer remediation, the method refers to bulk characteristics of the domain. As an example, the method has been applied to calculate the possible containment of a wide part of the coastal plain aquifer in Israel, which is contaminated by entrapped kerosene (a light nonaqueous phase liquid).