Defining Furrow Cross Section
Publication: Journal of Irrigation and Drainage Engineering
Volume 121, Issue 1
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References
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Cahoon, J. E. (1989). “Infiltration and furrow irrigation advance studies on a cracking clay,” PhD dissertation, Univ. of Arkansas, Fayetteville, Ark.
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Chapra, S. C., and Canale, R. P. (1988). Numerical methods for engineers . McGraw-Hill, New York, N.Y.
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Kechrid, M. S., Neibling, W. H., and Thompson, A. L. (1991). “Shape effects on furrow irrigation performance.”ASAE Paper No. 91-2105, Am. Soc. of Agric. Engrs. (ASAE), St. Joseph, Mich.
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Mandel, P. D. (1993). “Management of blocked-end furrow irrigation,” MS thesis, Univ. of Nebraska, Lincoln, Neb.
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Smerdon, E. T., Blair, A. W., and Reddell, D. L.(1988). “Infiltration from irrigation advance data, I: theory.”J. Irrig. Drain. Engrg., ASCE, 114(1), 4–30.
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Strelkoff, T. A. (1993). “Flow simulation for surface irrigation design.”Management of irrigation and drainage systems: integrated perspectives, R. Allen and C. Neale, eds., ASCE, New York, N.Y.
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Thomas, G. B., and Finney, R. L. (1980). Calculus and analytic geometry . Addison-Wesley Publishing Co., Reading, Mass.
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Trout, T. J.(1991). “Furrow geometric parameters.”J. Irrig. Drain. Engrg., ASCE, 117(5), 613–633.
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SIRMOD surface irrigation simulation software user's guide. (1989). Irrig. Software Engrg. Div., Utah State Univ. (USU), Logan, Utah.
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Copyright © 1995 American Society of Civil Engineers.
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Published online: Jan 1, 1995
Published in print: Jan 1995
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