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contributor authorParna Parsapour-Moghaddam
contributor authorColin David Rennie
contributor authorJonathan Slaney
contributor authorFrank Platzek
contributor authorHamidreza Shirkhani
contributor authorElizabeth Jamieson
contributor authorErik Mosselman
contributor authorRichard Measures
date accessioned2023-11-27T23:29:08Z
date available2023-11-27T23:29:08Z
date issued7/24/2023 12:00:00 AM
date issued2023-07-24
identifier otherJHEND8.HYENG-13206.pdf
identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4293594
description abstractBank erosion plays an important role in the hydro-morphodynamics and evolution of natural rivers. Therefore, it is essential to have a reliable bank erosion model for accurate simulation of hydro-morphodynamic processes. We developed and successfully implemented a new, feasible bank erosion model in Delft3D software. The developed model considers physical bank erosion processes to a greater extent than previous models. Model performance was assessed by comparison with a previously reported experiment in a mobile-bed-and-bank laboratory open-channel bend flume. The results from our developed model were compared with those from the standard Delft3D and angle of repose bank erosion models. We showed that progressive lateral bank erosion as well as the corresponding hydro-morphodynamics of the channel were better predicted by the developed bank erosion model. The results of this study provide insight into bank erosion prediction with Delft3D, and they suggest that the developed model will improve the performance of the Delft3D model for short- and long-term hydro-morphodynamic simulation of natural meandering rivers.
publisherASCE
titleImplementation of a New Bank Erosion Model in Delft3D
typeJournal Article
journal volume149
journal issue10
journal titleJournal of Hydraulic Engineering
identifier doi10.1061/JHEND8.HYENG-13206
journal fristpage04023038-1
journal lastpage04023038-12
page12
treeJournal of Hydraulic Engineering:;2023:;Volume ( 149 ):;issue: 010
contenttypeFulltext


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