TECHNICAL PAPERS
Jul 1, 1996

Field Evaluation of Water and Solute Distribution from a Point Source

Publication: Journal of Irrigation and Drainage Engineering
Volume 122, Issue 4

Abstract

Field measurements of water and solute distribution from a point source were made using the gravimetric method. The variables affecting water and solute distribution, including application rate (1.5, 2.0, and 2.5 L/h), applied volume (15, 20, and 25 L), and input concentration (100, 300, 500 mg/L) were studied and their effects are presented. There was an increased soil water content both with a higher application rate and applied volume up to about 25 cm depth and 30 cm radial distance, beyond which the difference was not significant. There was a clear relationship between application rate and shape of the wetted soil zone. An increase in rate resulted in an increase in the wetted horizontal area and decrease in the wetted soil depth for the same application volume. Solute concentration increased with higher input concentration, applied volume, and application rate up to about the same depth and radial distance as for soil water content. The wetted and chemigated soil volume was larger for higher volumes applied. This information is useful in the design, operation, and management of a chemigation system with microirrigation.

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References

1.
AUTOCAD Version 12. (1993). User's Guide . Autodesk, Inc., San Rafael, Calif.
2.
Bar-Yousef, B., and Sheikholslami, M. R.(1976). “Distribution of water and ions in soils irrigated and fertilized from a trickle source.”Soil Sci. Soc. Am. J., 40(1), 575–582.
3.
Ben-Asher, J., Lomen, D. O., and Warrick, A. W.(1978). “Linear and nonlinear models of infiltration from a point source.”Soil Sci. Soc. Am. J., 42(1), 3–6.
4.
Biggar, J. W., and Nielsen, D. R.(1976). “Spatial variability of the leaching characteristics of a field soil.”Water Resour. Res., 12(1), 78–84.
5.
Breseler, E., Heller, J., Diner, N., Ben-Asher, I., Brandt, A., and Goldberg, D.(1971). “Infiltration from a point source: II. Experimental data and theoretical predictions.”Soil Sci. Soc. Am. Proc., 35(5), 683–689.
6.
Brandt, A., Bresler, E., Diner, N., Ben-Asher, I., Heller, J., and Goldberg, D.(1971). “Infiltration from a trickle source: I. Mathematical models.”Soil Sci. Soc. Am. Proc., 35(5), 675–682.
7.
Butters, G. L., Jury, W. A., and Ernst, F. F.(1989). “Field scale transport of bromide in an unsaturated soil. 1. Experimental methodology and results.”Water Resour. Res., 25(7), 1575–1582.
8.
Clothier, B. E., Sauer, T. J., and Green, S. R.(1988). “The movement of ammonium nitrate into unsaturated soil during unsteady absorption.”Soil Sci. Soc. Am. J., 52(2), 340–345.
9.
Clothier, B. E., and Sauer, T. J.(1988). “Nitrogen transport during fertigation with urea.”Soil Sci. Soc. Am. J., 52(2), 345–349.
10.
Jury, W. A., Elabd, H., and Resteto, M.(1986). “Field study of napropamide movement through unsaturated soil.”Water Resour. Res., 22(5), 749–755.
11.
Kachanoski, R. G., Thony, J. L., Vauclin, M., Vachaud, G., and Laty, R.(1994). “Measurement of solute transport during constant infiltration from a point source.”Soil Sci. Soc. Am. J., 58(2), 304–309.
12.
Keng, J. C. W., Scott, T. W., and Lugo-lopez, M. A.(1979). “Fertilizer management with drip irrigation in an oxixol.”Agronomy J., 71(6), 971–980.
13.
Knight, J. H. (1988). “Solute transport and dispersion.”Flow and Transport in the Natural Environment: Advances and Applications, W. L. Steffen and O. T. Denmead, eds., Springer-Verlag, Berlin, 17–19.
14.
Roth, R. L. (1983). “Moisture movement from a point source,” PhD dissertation, Univ. of Arizona, Tucson, Ariz.
15.
SURFER Version 4. (1988). Reference Manual . Golden Software, Inc., Golden, Colo.
16.
Warrick, A. W.(1974). “Time-dependent linearized infiltration: I. Pint source.”Soil Sci. Soc. Am., Proc., 38(3), 383–386.
17.
Warrick, A. W.(1985). “Point and line infiltration—Calculation of the wetted soil surface.”Soil Sci. Soc. Am. J., 49(6), 1581–1583.
18.
Wooding, R. A.(1968). “Steady infiltration from a circular pond.”Water Resour. Res., 4(6), 1259–1273.

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Published In

Go to Journal of Irrigation and Drainage Engineering
Journal of Irrigation and Drainage Engineering
Volume 122Issue 4July 1996
Pages: 221 - 227

History

Published online: Jul 1, 1996
Published in print: Jul 1996

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Authors

Affiliations

Akbar Ali Khan
Postdoctoral Res. Assoc., Dept. of Agric. and Biosys., Univ. of Arizona, Tucson, AZ 85721.
Muluneh Yitayew, Member, ASCE,
Assoc. Prof., Dept. of Agric. and Biosys. Engrg., Univ. of Arizona, Tucson, AZ.
A. W. Warrick
Prof., Dept. of Soil and Water Science, Univ. of Arizona, Tucson, AZ.

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