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contributor authorT. B. Le
contributor authorA. Crosato
contributor authorA. Montes Arboleda
date accessioned2022-01-30T20:38:16Z
date available2022-01-30T20:38:16Z
date issued5/1/2020 12:00:00 AM
identifier other%28ASCE%29HY.1943-7900.0001688.pdf
identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4266852
description abstractThe Dutch River Waal, a branch of the Rhine, has been trained for centuries to mitigate the effects of ice-jams and improve navigation. The works, started in 1850, involved river straightening and narrowing by a series of transverse groynes. Besides fulfilling their goal, the groynes also created the need to raise flood protection works and caused undesirable channel incision. This study assesses the effectiveness of training the river with a longitudinal wall instead of with groynes. The investigation analyzes the long-term response of the historical river with a two-dimensional depth-averaged (2DH) morphodynamic model. The results show that the wall would create two parallel channels, one becoming deeper and the other one shallower. The former would be as suitable for navigation as an equally-wide channel obtained with groynes. The latter would contribute in conveying water during high flow events and improve the river ecology. Training the river with a wall would also lessen channel incision. The best performance is obtained if the wall is built on the channel centerline, starting just upstream of a point bar top.
publisherASCE
titleRevisiting Waal River Training by Historical Reconstruction
typeJournal Paper
journal volume146
journal issue5
journal titleJournal of Hydraulic Engineering
identifier doi10.1061/(ASCE)HY.1943-7900.0001688
page14
treeJournal of Hydraulic Engineering:;2020:;Volume ( 146 ):;issue: 005
contenttypeFulltext


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