TECHNICAL PAPERS
Jan 1, 1993

Sprinkler Droplet Effects on Infiltration. I: Impact Simulation

This article has a reply.
VIEW THE REPLY
Publication: Journal of Irrigation and Drainage Engineering
Volume 119, Issue 1

Abstract

The water infiltration rate during sprinkle irrigation is known to decrease due to the impact effects of water droplets on soil‐surface structure. In this paper, a numerical simulation model that employs full three‐dimensional Navier‐Stokes equations and the finite difference procedure is utilized for studying pressure and shear distribution on a soil surface following sprinkler droplet impact. Variables include impact velocity (800 cm/s and 580 cm/s), angle of impact (90°, 60°, and 45°), and surface condition (with and without a water layer). The results indicate that droplets impacting at oblique angles rather than vertically have less impact pressure and less impact force, but a higher shear velocity. For example, the shear velocity, which is a major contributor to soil surface crusting, is approximately 50% higher for a 60° impact than for a vertical impact. The effects of a water layer are to lessen the peak‐impact pressure and the shear velocity, but to increase the impact force.

Get full access to this article

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

References

1.
Al‐Durrah, M. M., and Bradford, J. M. (1982). “The mechanism of raindrop splash on soil surface.” Soil Sci. Soc. Am. J., 46(5), 1086–1090.
2.
Ben‐Hur, M., and Letey, J. (1989). “Effect of polysaccharides, clay dispersion, and impact energy on water infiltration.” Soil Sci. Soc. Am. J., 53(1), 233–238.
3.
Chang, W‐J. (1991). “Analysis of droplet impact and its effects of water infiltration during sprinkler irrigation,” PhD dissertation, University of California, Davis, Calif.
4.
Ferreira, A. G., Larock, B. E., and Singer, M. J. (1985). “Computer simulation of water drop impact in a 9.6‐mm deep pool.” Soil Sci. Soc. Am. J., 49(6), 1502–1507.
5.
FLOW‐3D: computational modeling power for scientists and engineers.” (1988). Report FSI‐88‐00‐1, Flow Science, Inc., San Diego, Calif.
6.
Ghadiri, H., and Payne, D. (1981). “Raindrop impact stress.” J. Soil Sci., 32(1), 41–49.
7.
Ghadiri, H., and Payne, D. (1986). “The risk of leaving the soil surface unprotected against falling rain.” Soil and Tillage Res., 8(1), 119–130.
8.
Harlow, F. H., and Welch, J. E. (1965). Numerical calculation of time‐dependent viscous incompressible flow of fluid with free surface.” Physics of Fluid, 8(12), 2182–2189.
9.
Harlow, F. H., and Shannon, J. P. (1967). “The splash of a liquid drop.” J. Applied Physics, 38(10), 3855–3866.
10.
Huang, C., Bradford, J. M., and Cushman, J. H. (1982). “A numerical study of raindrop impact phenomena: the rigid case.” Soil Sci. Soc. Am. J., 46(1), 14–19.
11.
McIntyre, D. S. (1958). “Soil splash and the formation of surface crusts by raindrop impact.” Soil Sci., 85(5), 261–266.
12.
Mutchler, C. K. (1967). “Parameters for describing raindrop splash.” J. Soil Water Conservation, 22(1), 91–94.
13.
Panton, R. L. (1984). Incompressible flow. John Wiley & Sons, Inc., New York, N.Y.
14.
Shainberg, I., and Singer, M. J. (1988). “Drop impact energy‐soil exchangeable sodium percentage interactions in seal formation.” Soil Sci. Soc. Am. J., 52(5), 1449–1452.

Information & Authors

Information

Published In

Go to Journal of Irrigation and Drainage Engineering
Journal of Irrigation and Drainage Engineering
Volume 119Issue 1January 1993
Pages: 142 - 156

History

Received: May 19, 1992
Published online: Jan 1, 1993
Published in print: Jan 1993

Permissions

Request permissions for this article.

Authors

Affiliations

Wen‐Jaur Chang
Assoc. Prof., Dept. of Natural Resour. Conservation, Nat. Ping Tung Inst. of Tech., Ping Tung 90002, Taiwan, R. O. C.
David J. Hills
Prof. and Chair, Dept. of Agric. Engrg., Univ. of California, Davis, CA 95616

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