SSSAJ Journal of Natural Resources and Life Sciences Education
HOME HELP FEEDBACK SUBSCRIPTIONS ARCHIVE SEARCH TABLE OF CONTENTS
 QUICK SEARCH:   [advanced]


     


Published in Soil Sci Soc Am J 50:834-835 (1986)
© 1986 Soil Science Society of America
677 S. Segoe Rd., Madison, WI 53711 USA
This Article
Right arrow Full Text (PDF)
Right arrow Alert me when this article is cited
Right arrow Alert me if a correction is posted
Services
Right arrow Similar articles in this journal
Right arrow Alert me to new issues of the journal
Right arrow Download to citation manager
Right arrow reprints & permissions
Citing Articles
Right arrow Citing Articles via Google Scholar
Google Scholar
Right arrow Articles by Brakensiek, D. L.
Right arrow Articles by Stephenson, G. R.
Right arrow Search for Related Content
PubMed
Right arrow Articles by Brakensiek, D. L.
Right arrow Articles by Stephenson, G. R.
Agricola
Right arrow Articles by Brakensiek, D. L.
Right arrow Articles by Stephenson, G. R.

Determining the Saturated Hydraulic Conductivity of a Soil Containing Rock Fragments1

D. L. Brakensiek, W. J. Rawls and G. R. Stephenson2

ABSTRACT

Many rangeland soils contain various amounts of rock fragments (>2 mm and <75 mm), which influence soil hydraulic and water storage properties. Most published data on these properties are only for the fine earth fraction (<2 mm). Determining properties for soils containing rock fragments requires either in situ measurements or procedures that adjust fine earth fabric properties for the coarse fraction content. The hydraulic conductivity is a major determinant of the infiltration and water movement properties of soils. Additionally, the saturated conductivity is used as a scaling parameter in modeling partially saturated flow in porous media. In this Note, literature is reviewed on calculating the saturated hydraulic conductivity for soils containing rock fragments. The two most widely used methodologies are based on knowing either the volume fraction of the rock fragments or the void ratio of the field soil and the fine earth fabric. Both of these soil properties require somewhat laborious laboratory procedures. We show that a calculation of the saturated conductivity of the bulk soil can be accomplished by using only the rock fragment fraction on a weight basis. For many soils the rock fragment fraction on a weight basis is routinely determined and published. For example, the Soil Conservation Service pedon data files list the rock fraction on a weight basis. We test our calculation of the saturated hydraulic conductivity with published data on the saturated conductivity of a stony soil. We show that our simple formulation using the rock fraction on a weight basis duplicates the observed data. Furthermore, it is as accurate as the more complicated procedure requiring void ratio information.


NOTES

1 Contribution from the USDA, Agricultural Research Service; Northwest Watershed Research Center, 270 South Orchard, Boise, ID 83705 and the Hydrology Laboratory, BARC-West, Beltsville, MD 20705.

2 Research Hydraulic Engineer, USDA-ARS, Northwest Watershed Research Center, Boise, ID; Hydrologist, USDA-ARS, Hydrology Laboratory, Beltsville Maryland; and Geologist, USDA-ARS, Northwest Watershed Research Center, Boise, ID.

Received for publication September 3, 1985.





HOME HELP FEEDBACK SUBSCRIPTIONS ARCHIVE SEARCH TABLE OF CONTENTS
The SCI Journals Agronomy Journal Crop Science
Journal of Natural Resources
and Life Sciences Education
Vadose Zone Journal
Journal of Plant Registrations Journal of
Environmental Quality
The Plant Genome
Copyright © 1986 by the Soil Science Society of America.