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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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