课题基金 / 基金详情

Basic Research on Equivalent Sand-Grain Roughness of the Sand Waves of Small-Scale Having Three-Dimensional Configuration

Basic Research on Equivalent Sand-Grain Roughness of the Sand Waves of Small-Scale Having Three-Dimensional Configuration
三维结构小尺度砂波等效砂粒粗糙度的基础研究
批准号:
63550378
负责人:
HAYASHI Taizo
金额:
$1.34万
依托单位:
依托单位国家:
日本
项目类别:
Grant-in-Aid for General Scientific Research (C)
财政年份:
1988
资助国家:
日本
项目状态:
已结题
起止时间:
1988 至 1990

项目摘要

项目成果

相关文献

中文摘要
翻译
(1)通过河床稳定性分析,研究了小尺度三维沙波的发生条件。应用势流理论。得到了三维沙波无因次波的初始增长速率是kd的函数,参数为1/k、Fr和c。其中,k和1分别为未扰动主流和展向三维沙波的波数;d =平均流深;F_r=弗劳德数;和C =与泥沙颗粒无因次延迟距离相关的倾角因子。详细研究了三维沙波比二维沙波更容易发生的水力条件域。(2)通过分析前人在室内水槽试验和现场试验中获得的约7500个可靠数据,得到了冲积河床的等效沙粒粗糙度值。提出了一种估算冲积河道等效粗糙度的新图解。分析表明,对于任意一种流动能量斜率,相对于平均粒径的无因次等效粗糙度在taau_ *‘ = 0.2时有明显的最大值,其中taau_ *’为无因次颗粒-粗糙度床剪切应力。(3)为了定量掌握小尺度河床形态在其发生和发展阶段的时空变化,设计了一种利用激光缝片照明和计算机辅助图像处理技术相结合的仪器测量方法。
英文摘要
(1) Conditions of occurrence of three-dimensional sand waves of small scale have been studied by means of stability analysis of river bed. Potential flow theory is applied.The initial rate of growth in dimensionless from of three-dimensional and waves has been obtained as a function of kd with parameters 1/k, Fr and C. Here, k and 1 = wave numbers of three-dimensional sand waves in the undisturbed main flow and spanwise directions, respectively ; d = mean depth of flow : F_r= Froude number ; and C = inclination factor relative to dimensionless delay distance of sediment particle. The domain of hydraulic conditions in which three-dimensional sand waves occur more easily than two-dimensional sand waves has been examined in detail.(2) About 7,500 reliable data from laboratory flume and field experiments published by previous investigators have been analyzed to obtain the values of equivalent sand-grain roughness of alluvial channel bed. A new diagram is proposed for estimating the equivalent roughness to be formed in alluvial channels.The analysis made shows that for any energy slope of flow the equivalent roughness in the dimensionless form relative to mean particle size has a distinct maximum for tau_*' = 0.2 about in which tau_*' is dimensionless grain-roughness bed shear stress.(3) In order to grasp quantitatively the time and spatial variation of channel bed configuration of small scale at their occurrence and development stages a new method of measurement has been devised combining instrumentation by the use of laser slit-sheet illumination and computer-aided image-processing technique.
期刊论文(16)
专著(0)
科研奖励(0)
会议论文
HAYASHI,Taizo.: Proceedings of the 4th International Symposium on River Sedimentation. 1-8 (1989)
HAYASHI,Taizo.:第四届河流沉积国际研讨会论文集。
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通讯作者:
林 泰造・龍見 典明: "3次元性を有する小規模河床波の発生" 土木学会第44回年次学術講演会講演概要集. II300-301 (1989)
Taizo Hayashi 和 Noriaki Tatsumi:“三维小规模河床波浪的生成”日本土木工程学会第 44 届学术年会摘要 II300-301(1989 年)。
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通讯作者:
林泰造: "小規模河床形態と粗度" 土木学会論文集. NO411/II-12. 1-12 (1989)
Taizo Hayashi:“小规模河床形态和粗糙度”日本土木工程师学会论文集 NO411/II-12 (1989)。
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