On Modeling Weak Sinks in MODPATH
Article first published online: 1 OCT 2012
© 2012, The Author(s). GroundWater © 2012, National Ground Water Association
Volume 51, Issue 4, pages 597–602, July/August 2013
How to Cite
Abrams, D., Haitjema, H. and Kauffman, L. (2013), On Modeling Weak Sinks in MODPATH. Ground Water, 51: 597–602. doi: 10.1111/j.1745-6584.2012.00995.x
- Issue published online: 3 JUL 2013
- Article first published online: 1 OCT 2012
- Received December 2011, accepted August 2012.
Figure S1. Conceptual model of a physical weak sink (cross-section), which draws water from the upper portion of the aquifer only, and a physical strong sink, which draws water from the entire aquifer depth. We refer to this type of weak sink as a bypass weak sink.
Figure S2. Plan view image showing both underflow and bypass weak sinks.
Figure S3. Cumulative relative frequency distributions of groundwater transit times for a high capacity pumping well of rate Q = 7800 m3/d in the Maurice watershed when nearby residential wells are both included and omitted from the model. The blue arrow represents the direction of flow.
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