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Numerical Modeling of Flow Over Two SideWeirs

机译:两侧流量的数值模拟

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摘要

Nowadays,due to the significant development of hydraulic models,it is possible to investigate miscellaneous hydraulic phenomena and reveal the extent to which their changes in a particular parameter will affect the flow condition without the need of extra experiments. In the present study,flow patterns over a side weir were studied both experimentally and numerically. The experiments were done for a side weir with the length of 4 m. However,in the numerical model,the 4mweirwas replaced with two sideweirs with the length of 2m which were placed within two meters distance from each other. The primary contributions of the paper are to show that a numerical model can be used to simulate the flow over both single and double side weirs,and to quantify the increased discharge from two side weirs relative to discharge from a single side weir having the same crest length as the two side weirs.
机译:如今,由于液压模型的显着发展,可以调查杂项液压现象,并揭示其特定参数变化的程度将影响流动条件而不需要额外的实验。在本研究中,在实验和数值上进行侧面堰上的流动模式。实验为侧堰进行,长度为4米。然而,在数值模型中,4mWeirwas用两侧的侧翼替换,长度为2米,彼此距离距离。本文的主要贡献是表明,可以使用数值模型来模拟单个和双侧堰上的流量,并量化来自两个侧堰的两个侧堰的放电增加到具有相同顶部的单一堰长度作为双侧堰。

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