The influence of hydraulic characteristics to flow and bed form in compound meandering channels
The influence of hydraulic characteristics to flow and bed form in compound meandering channels
批准号:
11650530
负责人:
WATANABE Akihide
金额:
$2.18万
依托单位:
依托单位国家:
日本
项目类别:
Grant-in-Aid for Scientific Research (C)
财政年份:
1999
资助国家:
日本
项目状态:
已结题
起止时间:
1999 至 2001
中文摘要
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英文摘要
Most of the Japanese rivers are compound meandering rivers. Resistance and river topography in a compound meandering channel change due to the hydraulic condition such as the relative depth and sinuosity of meandering. We have developed the numerical model which can evaluate the flow and bed topography affected by the ratio of width and the ration of roughness between flood plain and main channel in a compound meandering river. In this study, the change in the flow field and bed form in compound meandering channels due to the width, depth, roughness, sinuosity is examined and the characteristics of flow fields and mechanism of bed formation is cleared. The following conclusions were obtained.When the longitudinal change of bed loads is more effective due to the change in velocity, the bed from have becomes one of the single meandering flow. To the contrary, when the transverse change of bed loads is more effective due to secondary flow, the bed from have becomes one of the compound mea … More ndering flow. The maximum velocity line of main flow appears around the Apex and river bed is continuously scoured, because going straight of the flow increase in the small sinuosity. As the results, the classification figure of the flow characteristics is proposed. The possibility that about 15% errors in discharge observation arise due to the selection of the observation section in a compound meandering rover was shown. At the rising stage in unsteady discharge with the small relative depth, the momentum of main channel is transported to the flood plain. As the flow from the flood plain to the main channel hardly occur, the flow of main channel is not influenced by the roughness of flood plain and velocity in a main channel increases with the increasing of depth. When the momentum exchange between the water in the main channel and over flood plain becomes large, the velocity in the main channel decreases. When the depth on the flood plain becomes large, the velocity in the main channel increases again because of high velocity on the flood plain. Less
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Shoji FUKUOKA: "Analysis of Bed Topography in a Compound Meandering Channel Using a 3-D Numerical Model With Assumtion of Hydrostatic Pressure"J. of Hydroscience and Hydraulic Engineering. Vol.17. 97-105 (1999)
Shoji FUKUOKA:“使用假设静水压力的 3-D 数值模型分析复合曲流河道中的河床地形”J。
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渡邊明英: "河川流に関する数値解析の課題と現状"河川に関する技術論文集. Vol.6. 5-30 (2000)
Akihide Watanabe:“河流流量数值分析的问题和现状”河流技术论文集第 6. 5-30 卷(2000 年)。
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渡邊明英: "複断面蛇行河道におけるハイドログラフの変形と河道内貯留の非定常2次元解析"水工学論文集. 第46巻. 427-432 (2002)
Akihide Watanabe:“多断面蜿蜒河道的水文变形和存储的非定常二维分析”《水利工程杂志》,第 46 卷,427-432(2002 年)。
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Shoji FUKUOKA: "Numerical Analysis on Three Dimension Flow and Bed Topography in a Compound Meandering Channel"Proceedings of 4^<th> International Conference Hydro-informatics 2000, Ecology & Water Quality. 6(CDROM). (2000)
Shoji FUKUOKA:“Numerical Analysis on Three Dimension Flow and Bed Topography in aCompound Meandering Channel”2000年第4届水文信息学国际会议论文集,生态学
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福岡捷二: "三次元解析による複断面蛇行流路の流量観測精度の研究"水工学論文集. 第45巻. (2001)
Shoji Fukuoka:“利用三维分析的多断面蜿蜒河道流量观测精度研究”水利工程学报第45卷(2001)。
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共 23 条
Prediction for disaster based on Rader rain gage and characteristics of heavy rain in Chugoku region.
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批准号:14550513
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项目类别:Grant-in-Aid for Scientific Research (C)
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资助金额:$2.18万
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财政年份:2002
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负责人:WATANABE Akihide
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依托单位:
Field survey on the flow field in a enclosed brackish lake by using the Track point system
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批准号:09650567
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项目类别:Grant-in-Aid for Scientific Research (C)
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资助金额:$2.18万
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财政年份:1997
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负责人:WATANABE Akihide
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依托单位: