二维固定沙丘湍流双平均速度剖面及其代表线

IF 2.5 3区 工程技术
Pu-er Xu, Nian-Sheng Cheng, Dong-xin Guo
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引用次数: 0

摘要

利用粒子图像测速技术(PIV)对二维光滑和粗糙固定沙丘上的流速分布进行了测量。它包括28个测试,每个测试在一个完整的沙丘长度上产生146个速度曲线。计算了两种双平均速度曲线,一种基于全部146行数据(称为全球平均),另一种仅基于其中的一些数据(称为部分平均)。结果表明,全球平均流速分布总体上接近于沿同一沙丘长度均匀分布的3条或5条线的部分平均剖面。此外,全球平均速度剖面也可以合理地近似使用单一剖面,测量在本文的代表线。发现代表性线位于再附着点附近。这一结果将有助于简化沙丘流动的一般速度分布的测量。本文还将代表性线的概念应用于湍流特性分布的描述。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
Double-averaged velocity profile and its representative line for turbulent flows over two-dimensional fixed dunes

A laboratory study was conducted using particle image velocimetry (PIV) to measure flow velocity distributions over two-dimensional smooth and rough fixed dunes. It comprised 28 tests, each yielding 146 velocity profiles over one complete dune length. Two kinds of double-averaged velocity profiles were computed, one based on all the 146 lines of data (called global average), and the others from only some of them (called partial average). The results show that the global average velocity distribution is generally close to the partial average profile derived from evenly-distributed three or five lines along one dune length. Furthermore, the global average velocity profile can also be reasonably approximated using a single profile, measured at the representative line in this paper. The representative line is found to locate near the reattachment point. This result would be helpful to simplify measurements of general velocity distribution for a flow over dunes. The paper also applies the concept of representative line to the description of distributions of turbulence characteristics.

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来源期刊
自引率
12.00%
发文量
2374
审稿时长
4.6 months
期刊介绍: Journal of Hydrodynamics is devoted to the publication of original theoretical, computational and experimental contributions to the all aspects of hydrodynamics. It covers advances in the naval architecture and ocean engineering, marine and ocean engineering, environmental engineering, water conservancy and hydropower engineering, energy exploration, chemical engineering, biological and biomedical engineering etc.
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