TECHNICAL PAPERS
Mar 1, 1993

Experimental Study of Processes and Particle‐Size Distributions of Eroded Soil

Publication: Journal of Irrigation and Drainage Engineering
Volume 119, Issue 2

Abstract

The study presented here consists of rainfall‐runoff events produced with a large rainfall simulator. Three test plots were 2.44 m wide, with lengths of 6.1 m, 13.72 m, and 24.38 m, and a slope of 2%. The soil on the plots was loamy sand. Rainfall intensities of 44 mm/h, 79 mm/h, and 160 mm/h were run for 1 h for each test. Samples of the runoff were analyzed for sediment particle‐size distribution, which led to several conclusions about the processes governing the erosion rates. Transport capacity tended to limit the erosion rate of larger particles, and supply limited the erosion rate of smaller particles. The data demonstrate that evaluating a single detachment or transport rate and assuming that it is constant for a season, or even a storm, may not always produce accurate results. The variations of these rates, due to armoring, must be taken into consideration.

Get full access to this article

View all available purchase options and get full access to this article.

References

1.
Alberts, E. E., Moldenhauer, W. C., and Foster, G. R. (1980). “Soil aggregates and primary particles transported in rill and interrill flow.” Soil Sci. Soc. Am. J., 44, 590–595.
2.
Bryan, R. B., and de Ploey, J. (1983). “Comparability of soil erosion measurements with different laboratory simulators.” Rainfall simulation, runoff and soil erosion, J. de Ploey, ed., Catena Verlag, West Germany.
3.
Ellison, W. D. (1947). “Soil erosion studies.” Agric. Engr., Part 1, 28, 145–146.
4.
Foster, G. R. (1990). “Process‐based modelling of soil erosion by water on agricultural land.” Soil erosion on agricultural land, J. Boardman, I. D. L. Foster, and J. A. Dearing, eds., John Wiley and Sons, New York, N.Y.
5.
Gabriels, D., and Moldenhauer, W. C. (1978). “Size distribution of eroded material from simulated rainfall: Effect over a range of texture.” Soil Sci. Soc. Am. J., 42(6), 954–958.
6.
Gilley, J. E., and Finkner, S. C. (1984). “Effect of water depth on soil detachment caused by raindrop impact.” Proc., Winter Meeting, ASAE, Washington, D.C.
7.
Guy, B. T., Dickinson, W. T., and Rudra, R. P. (1987). “The roles of rainfall and runoff in the sediment transport capacity of interrill flow.” Trans. ASAE, 30(5), 1378–1386.
8.
Julien, P. Y., and Frenette, M. (1985). “Modeling of rainfall erosion.” J. Hydr. Engrg., ASCE, 111(10), 1344–1359.
9.
Julien, P. Y., and Simons, D. B. (1985). “Sediment transport capacity of overland flow.” Trans. ASAE, 28(3), 755–762.
10.
Kilinc, M. Y., and Richardson, E. V. (1973). “Mechanics of soil erosion from overland flow generated by simulated rainfall.” Horology paper No. 63. Colorado State University, Fort Collins, Colo.
11.
King, J. P. (1988). “Water induced soil erosion processes and modeling,” MS thesis, Colorado State University, Fort Collins, Colo.
12.
Meyer, L. D. (1981). “How rain intensity affects interill erosion.” Trans. ASAE, 24, 1472–1475.
13.
Meyer, L. D., and Scott, S. H. (1983). “Possible errors during field evaluations of sediment size distributions.” Trans. ASAE, 26(3), 481–485, 490.
14.
Meyer, L. D., and Wischmeier, W. H. (1969). “Mathematical simulation of the process of soil erosion by water.” Trans. ASAE, 12(6), 754–758, 762.
15.
Smith, R. (1979). “Current rainfall simulators and simulator activities at Fort Collins, CO.” Rainfall simulator workshop; USDA SEA:ARM‐W‐10, USDA, Tucson, Ariz., 163–165.
16.
Walker, P. H., Kinnell, P. I. A., and Green, P. (1978). “Transport of a noncohesive sandy mixture in rainfall and runoff experiments.” Soil Sci. Soc. Am. J., 41, 793–801.
17.
Watson, D. A., and Laflen, J. M. (1986). “Soil strength, slope and rain intensity effects on interrill erosion.” Trans. ASAE, 29(1), 98–102.
18.
Young, R. A., and Onstad, C. A. (1980). “Predicting particle‐size composition of eroded soil.” Trans. ASAE, 19(6), 1071–1075.

Information & Authors

Information

Published In

Go to Journal of Irrigation and Drainage Engineering
Journal of Irrigation and Drainage Engineering
Volume 119Issue 2March 1993
Pages: 383 - 398

History

Received: Dec 23, 1991
Published online: Mar 1, 1993
Published in print: Mar 1993

Permissions

Request permissions for this article.

Authors

Affiliations

Deanna Durnford, Associate Member, ASCE
Asst. Prof., Dept. of Agric. and Chemical Engrg., Colorado State Univ., Ft. Collins, CO 80523
J. Phillip King, Associate Member, ASCE
Asst. Prof., Dept. of Civ., Agric., and Geological Engrg., New Mexico State Univ., Las Cruces, NM 88001

Metrics & Citations

Metrics

Citations

Download citation

If you have the appropriate software installed, you can download article citation data to the citation manager of your choice. Simply select your manager software from the list below and click Download.

Cited by

View Options

Get Access

Access content

Please select your options to get access

Log in/Register Log in via your institution (Shibboleth)
ASCE Members: Please log in to see member pricing

Purchase

Save for later Information on ASCE Library Cards
ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.

Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
ASCE Library Card (5 downloads)
$105.00
Add to cart
ASCE Library Card (20 downloads)
$280.00
Add to cart
Buy Single Article
$35.00
Add to cart

Get Access

Access content

Please select your options to get access

Log in/Register Log in via your institution (Shibboleth)
ASCE Members: Please log in to see member pricing

Purchase

Save for later Information on ASCE Library Cards
ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.

Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
ASCE Library Card (5 downloads)
$105.00
Add to cart
ASCE Library Card (20 downloads)
$280.00
Add to cart
Buy Single Article
$35.00
Add to cart

Media

Figures

Other

Tables

Share

Share

Copy the content Link

Share with email

Email a colleague

Share