2011
DOI: 10.2208/jscejam.67.i_703
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Study on 3D Flow Structures and Bed Deformations in Curved Open Channels

Abstract: Bed deformations in river bends are crucial for river management. However, due to the complex flow structures, the prediction of bed deformations in river bends is difficult. In this study, flow structures and bed deformations in curved open channels are discussed through laboratory experiments and 3D numerical simulations. In the 3D model, RANS approach was adopted. The numerical results were compared with experimental data performed by Hinokidani(1998). It is indicated that the fundamental properties of both… Show more

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Cited by 3 publications
(4 citation statements)
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“…Natural science experiments also show that the lesser curve side has a lower flow velocity. 26 , 27) Because LPAs are located on the lesser curve side, there is less hemodynamic stress than that for SHAs located on the greater curve side, which show greater progression of post-treatment occlusion. Furthermore, those experiments show that erosion on the greater curve side increases, while that on the lesser curve side decreases, compared with the straight area of the river.…”
Section: Discussionmentioning
confidence: 99%
“…Natural science experiments also show that the lesser curve side has a lower flow velocity. 26 , 27) Because LPAs are located on the lesser curve side, there is less hemodynamic stress than that for SHAs located on the greater curve side, which show greater progression of post-treatment occlusion. Furthermore, those experiments show that erosion on the greater curve side increases, while that on the lesser curve side decreases, compared with the straight area of the river.…”
Section: Discussionmentioning
confidence: 99%
“…For the experimental study 17) of curved open channel flows, two simulations were conducted by Kajikawa et al 18) and Shimada et al 19) . Kajikawa et al 18) employed the FAVOR method in their study and mentioned that the velocity distribution upstream of the 40° section exhibited significantly higher values, and the separation zone behind 40° is elongated compared to the experimental data.…”
Section: Application To Curved Open Channel Flows (1) Computational C...mentioning
confidence: 99%
“…Shimada et al 19) conducted simulations of the experiment using a generalized curvilinear moving coordinate system and compared the vertical velocity distributions and averaged velocity vectors. Based on their findings 19) , inverse vortices are observed at the outer bank near the water surface in the 50°, 60°, and 70° cross sections, therefore the reproduction of the water surface in these sections is not satisfactory. Moreover, the secondary flow even exhibits complete reversal in the 80° cross section in the simulation.…”
Section: Application To Curved Open Channel Flows (1) Computational C...mentioning
confidence: 99%
“…A simple drag closure is specified expressing local bed stress as a function of the velocity at the lowest node of the solution grid. The solver was developed by Kimura et al (2009) and Shimada et al (2011) with the goal of providing full three-dimensional solutions for river flow structure and bed evolution. Both bedload (several choices) and suspended load for a single grain size are treated in the sediment-transport component of the model.…”
Section: Accepted Manuscriptmentioning
confidence: 99%