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HYDRAULIC ENERGY DISSIPATING OFFSET STEPPED SPILLWAY

机译:液压耗能偏移阶梯式溢洪道

摘要

A spillway (10) for use in a sloped embankment (12) which defines a top (14) and a toe (16). The spillway (10) is adapted to dissipate the kinetic energy of water flowing downwardly from the top of the embankment (14) to the toe (16) thereof in a primary flow direction (PF). The spillway (10) comprises a plurality of building blocks (18, 20) arranged in rows which are stacked upo n each other in a single-like overlap such that the building blocks (18, ) of each row are offset relative to the building blocks (18, 20) of each adjacen t row and a series of steps are defined thereby. The building blocks (18, 20) are sized and configured such that water cascading down the steps defined thereby is caused to flow in three dimensions so as to impart velocity components to the falling water that act at generally right angles relative to the primary flow direction (PF) and generate turbulence which dissipates the kinetic energy of the water.
机译:用于倾斜路堤(12)的溢洪道(10),其限定了顶部(14)和脚趾(16)。溢洪道(10)适于耗散在主要流动方向(PF)上从路堤(14)的顶部向下流至路堤的脚趾(16)的水的动能。溢洪道(10)包括成排布置的多个构建块(18、20),它们以单样重叠的方式彼此叠置,使得每行的构建块(18,)相对于建筑物偏移。从而定义每个相邻行的块(18、20)以及一系列步骤。构造块(18、20)的尺寸和构造应使得沿其定义的阶梯向下级联的水沿三个方向流动,以便向下落的水赋予速度分量,这些速度分量通常相对于主流动方向成直角(PF)并产生耗散水动能的湍流。

著录项

  • 公开/公告号CA2331093A1

    专利类型

  • 公开/公告日1999-11-11

    原文格式PDF

  • 申请/专利权人 KAUPPI FREDERICK J.;

    申请/专利号CA19992331093

  • 发明设计人 KAUPPI FREDERICK J.;

    申请日1999-04-27

  • 分类号E02B8/06;

  • 国家 CA

  • 入库时间 2022-08-22 01:52:49

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