Bulk Flow Characteristics of a Gravel Bed River with Instream Emergent Vegetation

Sadegh Derakhshan, H. Afzalimehr, Vijay Singh
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Abstract

ABSTRACT Aquatic vegetation and morphology are integral components of fluvial systems, study of which is important due to ecological and engineering projects. Often, studies in fluvial systems are carried out in the laboratory as collecting data in the field is expensive and difficult, and even risky. A field study was carried out to measure the hydraulic and geometric parameters of the bed and the banks of a gravel bed river with instream emergent vegetation in northern Iran. The aim of this study was to gain insight into the effect of bed forms and vegetation patches on flow resistance and distribution of velocity and bed shear stress. The boundary layer characteristics method was employed to calculate the shear velocity and friction factor, the resulted friction values are compared with that of Manning’s equation. The friction of bed forms was estimated using a linear superposition of friction. Results showed that the boundary layer characteristics method was suitable for calculating the shear velocity under various conditions, moreover, the distribution of velocity and bed shear stress were discussed. The findings of this study will be useful in river management and restoration.
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含河道突发性植被的砾石河床体流量特征
水生植被及其形态是河流系统的重要组成部分,对其进行研究具有重要的生态和工程意义。通常,河流系统的研究是在实验室进行的,因为在现场收集数据既昂贵又困难,甚至有风险。为了测量伊朗北部一条有河道突发性植被的砾石河床和河岸的水力和几何参数,进行了实地研究。本研究的目的是了解河床形态和植被斑块对水流阻力、流速和河床剪应力分布的影响。采用边界层特征法计算了剪切速度和摩擦系数,并与Manning方程计算结果进行了比较。利用摩擦的线性叠加来估计床型的摩擦。结果表明,边界层特征法适用于各种条件下的剪切速度计算,并对速度和床层剪应力的分布进行了讨论。本研究结果对河流的管理和恢复具有重要意义。
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来源期刊
ISH Journal of Hydraulic Engineering
ISH Journal of Hydraulic Engineering Engineering-Civil and Structural Engineering
CiteScore
4.30
自引率
0.00%
发文量
59
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