固定床内不透水沟槽流态的数值模拟

M. Kafle
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引用次数: 1

摘要

本文采用数值模拟方法研究了沟壑区再循环流场。此外,还需要确定垂直无水防渗坝的适当间距,以控制河岸侵蚀。沟槽之间的流动模式随着空间的变化而变化。滩地水流对水流变化、河床变化、堤岸侵蚀和生境状况有显著影响。在这方面,对沿沟槽空间流动的评估将产生使沟槽安装对象多样化所需的重要数据。因此,了解坝田坝间距的确定是十分重要的。垂直护坡空间设置为护坡长度的1.5 ~ 10倍。采用计算流体力学(CFD)模型Nays 2D对沟槽间的速度场进行了模拟。将模拟的速度场与已有的实验数据进行了比较,得到了满意的结果。根据模拟结果,提出了控制堤岸侵蚀的最佳垂直护坡间距。
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Numerical Simulation of Flow Pattern in Series of Impermeable Groynes in Fixed Bed
This paper presents a numerical simulation of recirculating flow patterns in groyne fields. Moreover, it entails the concept determination of proper spacing of vertical unsubmerged and impermeable groynesin seriesto control the bank erosion. Flow pattern between the groynes varies along their space. The flow in groyne field may significantly affect the flow change, bed change, bank erosion and condition of habitat. In this regard, an assessment of flow along the space of groynes will yield important data needed to diversify the object of groyne installation. So, knowledge about determination of the proper spacing of groynes in groyne field is important. Space of vertical groynes was set from 1.5 to 10 times the length of groynes. The velocity field between groynes was simulated by using Computational Fluid Dynamics (CFD) model Nays 2D. Simulated velocity field was compared with existing experimentaldata for the same parameter, which agreed satisfactorily. Based on simulated results,the optimal spacing of vertical groynes to control the bank erosion was recommended.
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