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首页> 外文期刊>Journal of Hydraulic Engineering >Closure to 'Analysis of Dynamic Wave Model for Unsteady Flow in an Open Channel' by Maurizio Venutelli
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Closure to 'Analysis of Dynamic Wave Model for Unsteady Flow in an Open Channel' by Maurizio Venutelli

机译:毛里齐奥·文努特利(Maurizio Venutelli)对“明渠非恒定流动态波动模型的分析”的结语

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摘要

The writer would like to thank the discussers for their interest in the original paper and for the opportunity to further clarify some aspects raised in the discussion. The dynamic wave model examined in the original paper is based on the well-known continuity and momentum partial differential Saint-Venant, or shallow water (SW) equations. For these, Eqs. (1) and (2) of the original paper, as well as basic assumptions, such as the fluid is a continuum, is incompressible, and is Newtonian, are automatically and tacitly included. More specific assumptions incorporated in the classic shallow water theory are recalled in the Technical Note. Therefore, fluids that possess non-Newtonian rheological properties, such as in the "References" of the discussion, are not represented by the set of SW equations.
机译:作者要感谢讨论者对原始论文的关注以及有机会进一步澄清讨论中提出的某些方面。原始论文中研究的动态波模型基于众所周知的连续性和动量偏微分Saint-Venant或浅水(SW)方程。对于这些,等式。原始文件的(1)和(2)以及基本假设(例如流体是一个连续体,不可压缩且是牛顿算式)被自动隐含地包括在内。在技​​术说明中回顾了经典浅水理论中包含的更具体的假设。因此,具有非牛顿流变性质的流体(例如在讨论的“参考”中)不会由SW方程组表示。

著录项

  • 来源
    《Journal of Hydraulic Engineering》 |2012年第10期|917-920|共4页
  • 作者

    Maurizio Venutelli;

  • 作者单位

    Dipartimento di Ingegneria Civile, Universita di Pisa, Via Gabba 22, 1-56126 Pisa, Italy;

  • 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

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