Explicit infiltration function for furrows

A. W. Warrick, N. Lazarovitch, A. Furman, D. Zerihun

    Research output: Contribution to journalArticlepeer-review

    33 Scopus citations

    Abstract

    This study addresses infiltration from furrows or narrow channels. The basic approach is to develop the two-dimensional infiltration as a combination of the corresponding one-dimensional vertical and an edge effect. The idea is borrowed from previous applications for infiltration from disc and strip sources. The assumption is tested directly with numerical experiments using four representative soils and three furrow shapes (triangular, rectangular, and parabolic). The edge effect is the difference between the cumulative infiltration per unit of adjusted wetting perimeter and the corresponding one-dimensional infiltration. A general conclusion is that the edge effect is linearly related to time. In addition, it was observed that the two empirical parameters in the function used to relate the edge effect with time have narrow ranges and are related to soil hydraulic parameters, furrow shape, the boundary and initial conditions and additional geometric factors. The approach leads to a physically based infiltration function for irrigation furrows (or narrow channels) without the need to perform a fully two-dimensional simulation. Also, a simplified expression was found for the limiting steady-state case, which is analogous to Wooding's equation for infiltration from a shallow pond.

    Original languageEnglish
    Pages (from-to)307-313
    Number of pages7
    JournalJournal of Irrigation and Drainage Engineering
    Volume133
    Issue number4
    DOIs
    StatePublished - 1 Jul 2007

    Keywords

    • Analytical techniques
    • Furrow irrigation
    • Infiltration
    • Mathematical models
    • Two-dimensional models

    ASJC Scopus subject areas

    • Civil and Structural Engineering
    • Water Science and Technology
    • Agricultural and Biological Sciences (miscellaneous)

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