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    Process-Based Modeling of Furrow Irrigation Erosion

    Source: Journal of Irrigation and Drainage Engineering:;2025:;Volume ( 151 ):;issue: 004::page 04025020-1
    Author:
    S. Kossi Nouwakpo
    ,
    David L. Bjorneberg
    ,
    Bradley A. King
    DOI: 10.1061/JIDEDH.IRENG-10540
    Publisher: American Society of Civil Engineers
    Abstract: Furrow irrigation, one of the most widely used forms of irrigation in the world, may disproportionately contribute to water quality degradation. Accurate furrow erosion models are needed, but no satisfactory model exists. In this paper, we propose a process-based modeling framework by comparing two approaches: (1) the transport capacity (Tc) concept; and (2) a semiempirical approach in which furrow erodibility exponential decreases with length. Furrow erodibility kω was either assumed constant or exponentially decayed with time (dynamic erodibility). The best performance was obtained with the Tc approach when the dynamic kω was used (R2=0.68, Nash–Sutcliffe efficiency [NSE]=0.61, and percent bias [PBIAS]=–14.87% on evaluation data), whereas the semiempirical approach did not show any benefit of the dynamic kω (R2=0.69, NSE=0.65 and PBIAS=–21.93% at evaluation). The inability of the Tc model to account for deposition was found to be a key limitation of this approach. These process-based furrow erosion functions can be directly coupled with furrow flow routing or other hillslope erosion models.
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      Process-Based Modeling of Furrow Irrigation Erosion

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    http://yetl.yabesh.ir/yetl1/handle/yetl/4307510
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    contributor authorS. Kossi Nouwakpo
    contributor authorDavid L. Bjorneberg
    contributor authorBradley A. King
    date accessioned2025-08-17T22:49:46Z
    date available2025-08-17T22:49:46Z
    date copyright8/1/2025 12:00:00 AM
    date issued2025
    identifier otherJIDEDH.IRENG-10540.pdf
    identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4307510
    description abstractFurrow irrigation, one of the most widely used forms of irrigation in the world, may disproportionately contribute to water quality degradation. Accurate furrow erosion models are needed, but no satisfactory model exists. In this paper, we propose a process-based modeling framework by comparing two approaches: (1) the transport capacity (Tc) concept; and (2) a semiempirical approach in which furrow erodibility exponential decreases with length. Furrow erodibility kω was either assumed constant or exponentially decayed with time (dynamic erodibility). The best performance was obtained with the Tc approach when the dynamic kω was used (R2=0.68, Nash–Sutcliffe efficiency [NSE]=0.61, and percent bias [PBIAS]=–14.87% on evaluation data), whereas the semiempirical approach did not show any benefit of the dynamic kω (R2=0.69, NSE=0.65 and PBIAS=–21.93% at evaluation). The inability of the Tc model to account for deposition was found to be a key limitation of this approach. These process-based furrow erosion functions can be directly coupled with furrow flow routing or other hillslope erosion models.
    publisherAmerican Society of Civil Engineers
    titleProcess-Based Modeling of Furrow Irrigation Erosion
    typeJournal Article
    journal volume151
    journal issue4
    journal titleJournal of Irrigation and Drainage Engineering
    identifier doi10.1061/JIDEDH.IRENG-10540
    journal fristpage04025020-1
    journal lastpage04025020-9
    page9
    treeJournal of Irrigation and Drainage Engineering:;2025:;Volume ( 151 ):;issue: 004
    contenttypeFulltext
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