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dc.contributor.authorS. Kossi Nouwakpo
dc.contributor.authorDavid L. Bjorneberg
dc.contributor.authorBradley A. King
dc.date.accessioned2025-08-17T22:49:46Z
dc.date.available2025-08-17T22:49:46Z
dc.date.copyright8/1/2025 12:00:00 AM
dc.date.issued2025
dc.identifier.otherJIDEDH.IRENG-10540.pdf
dc.identifier.urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4307510
dc.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.
dc.publisherAmerican Society of Civil Engineers
dc.titleProcess-Based Modeling of Furrow Irrigation Erosion
dc.typeJournal Article
dc.journal.volume151
dc.journal.issue4
dc.journal.titleJournal of Irrigation and Drainage Engineering
dc.identifier.doi10.1061/JIDEDH.IRENG-10540
dc.journal.fristpage04025020-1
dc.journal.lastpage04025020-9
dc.page9
dc.treeJournal of Irrigation and Drainage Engineering:;2025:;Volume ( 151 ):;issue: 004
dc.contenttypeFulltext


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