Numerical simulation of bar and bank erosion in a vegetated floodplain: A case study in the Otofuke River

被引:41
|
作者
Iwasaki, Toshiki [4 ,1 ]
Shimizu, Yasuyuki [2 ]
Kimura, Ichiro [2 ]
机构
[1] Univ Illinois, Dept Civil & Environm Engn, Urbana, IL 61801 USA
[2] Hokkaido Univ, Grad Sch Engn, Lab Hydraul Res, Kita Ku, Sapporo, Hokkaido 0608628, Japan
关键词
Meandering river; Sand bars; Bank erosion; Braided river; Vegetation; Numerical modeling; BED-LOAD TRANSPORT; SEDIMENT TRANSPORT; ALTERNATE BARS; MEAN FLOW; MIGRATION; DYNAMICS; CHANNELS; MORPHODYNAMICS; INSTABILITY; FORMULATION;
D O I
10.1016/j.advwatres.2015.02.001
中图分类号
TV21 [水资源调查与水利规划];
学科分类号
081501 ;
摘要
Recent studies suggest that braided river could be single-thread channel by colonization of riparian vegetation; however, this kind of mutual interactions between physical and ecological processes in rivers are still poorly understood. Here we investigate the development of meandering channel in a river, which was originally braided and currently vegetated, the Otofuke River in Japan. The significant morphological processes of this river during a destructive flood event was studied using a two-dimensional morphodynamic model. Using well-calibrated parameters, this model qualitatively reproduced observed morphological changes such as the co-development of sand bars, bar-induced meandering and a chute cutoff. We find that for vegetated channels, meandering could maintain moderate sinuosity; in contrast, in the absence of riparian vegetation, bar-induced meandering channels could become braided. This suggests that distinct meandering channels could be a fundamental channel morphology in the originally braided, but currently vegetated river; however, the simultaneous occurrence of the chute cutoff and meandering indicates that this channel could not be a fully-developed high amplitude meandering channel. (C) 2015 Elsevier Ltd. All rights reserved.
引用
收藏
页码:118 / 134
页数:17
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