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Simple predictions of maximum transport rate in unsaturated soil and rock
U.S. Geological Survey, Menlo Park, California, USA
In contrast with the extreme variability expected for water and contaminant fluxes in the unsaturated zone, evidence from 64 field tests of preferential flow indicates that the maximum transport speed V max, adjusted for episodicity of infiltration, deviates little from a geometric mean of 13 m/d. A model based on constant-speed travel during infiltration pulses of actual or estimated duration can predict V max with approximate order-of-magnitude accuracy, irrespective of medium or travel distance, thereby facilitating such problems as the prediction of worst-case contaminant traveltimes. The lesser variability suggests that preferential flow is subject to rate-limiting mechanisms analogous to those that impose a terminal velocity on objects in free fall and to rate-compensating mechanisms analogous to Le Chatlier’s principle. A critical feature allowing such mechanisms to dominate may be the presence of interfacial boundaries confined by neither solid material nor capillary forces.
Received 24 July 2006; accepted 21 February 2007; published 22 May 2007.
Citation: (2007), Simple predictions of maximum transport rate in unsaturated soil and rock, Water Resour. Res., 43, W05426, doi:10.1029/2006WR005372.
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