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Modeling positive surge propagation in open channels using the Serre-Green-Naghdi equations

机译:使用SERRE-Green-Naghdi方程在开放渠道中进行建模正浪涌传播

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摘要

Numerical modeling of upstream propagation of a positive surge wave in an open-channel flow caused by a sudden rise of downstream water level, either by gate operation or by tidal influence, remains an important challenge from many aspects. A perusal of literature suggests that the Serre-Green-Naghdi (SGN) models have not been methodically explored for a positive surge flow modeling. In this study, the SGN equations for variable bed profiles are solved for simulating the positive surge waves. The governing equations are reformulated in the form of a conservation law, which is solved using a hybrid finite volume-finite difference method. The eddy-viscosity type wave breaking model is coupled with the governing equations for simulating a breaking surge. The performance of second- and fourth-order time stepping schemes and second- and fourth-order accurate schemes for determining the numerical flux is assessed. The results indicate that using an overall fourth-order accurate scheme is preferred for an accurate depiction of the positive surge waves. A comparison is also made with laboratory observations from a wide range of experiments conducted under different discharge, Froude number and bed slope conditions, which demonstrates that the proposed model can accurately reproduce the key free surface characteristics corresponding to positive surge waves. The importance of computing an accurate initial gradually varied flow profile before applying the transient downstream condition, such as a gate closure, is highlighted. Further, the significance of considering full non-linearity is demonstrated through numerical tests as the weakly non-linear Boussinesq-type equations are found to perform poorly in predicting the secondary undulations for an undular surge. The non-hydrostatic pressure field occurring during the propagation of an undular surge has rarely been reported from laboratory experiments. In this study, the bed pressure beneath a propagating undular surge is measured and compared with that computed according to the SGN equations. Finally, the results obtained from the proposed SGN model are compared with those obtained from Large Eddy Simulation results available in the literature.
机译:通过栅极操作或潮汐影响突然升起下游水位突然上升引起的开放式流动上游传播的数值模型,无论是通过栅极操作还是潮汐影响,仍然是许多方面的重要挑战。对于积极的浪涌流动建模,尚未有条不紊地探索SERRE-Green-Naghdi(SGN)模型。在该研究中,解决了可变床轮廓的SGN方程,用于模拟正喘振波。控制方程以保护法的形式重新制定,使用混合有限体积有限差分法解决。涡粘度型波断裂模型与用于模拟破碎浪涌的控制方程联接。评估用于确定数值通量的第二和四阶时间步进方案和第二和四阶精确方案的性能。结果表明,使用整体四阶精确方案是优选的,以准确地描绘正喘振波。还通过从不同放电,FRoude号和床坡条件下进行的各种实验进行实验室观测进行了比较,这表明所提出的模型可以准确地再现对应于正电涌波的无关键的自由表面特性。突出显示在施加瞬态下游条件之前计算精确的初始逐渐变化的流动轮廓的重要性。此外,通过数值试验证明了考虑完全非线性的重要性,因为发现弱非线性BoussinesQ型方程在预测出对向下涌动的二次出现时表现不佳。在实验室实验中据报道,在向外浪涌的繁殖期间发生的非静液压压力场。在该研究中,测量传播出的浪涌下方的床压,并与根据SGN方程计算的。最后,将从所提出的SGN模型获得的结果与文献中可用的大涡模拟结果获得的结果进行比较。

著录项

  • 来源
    《Applied Mathematical Modelling》 |2021年第9期|803-820|共18页
  • 作者单位

    Department of Civil Engineering Indian Institute of Technology Kharagpur West Bengal 721302 India;

    Department of Civil Engineering Indian Institute of Technology Kharagpur West Bengal 721302 India State Key Laboratory of Hydro-science and Engineering Department of Hydraulic Engineering Tsinghua University Beijing 100084 China;

    Department of Civil Engineering Indian Institute of Technology Kharagpur West Bengal 721302 India;

  • 收录信息 美国《科学引文索引》(SCI);美国《工程索引》(EI);
  • 原文格式 PDF
  • 正文语种 eng
  • 中图分类
  • 关键词

    Boussinesq equation; Non-hydrostatic pressure; Finite volume method; Positive surge; Numerical modeling;

    机译:Boussinesq方程式;非静水压力;有限体积法;积极的浪涌;数值建模;

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