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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 (1it)and a toe (16). The spillway (10) is adapted todissipate the kinetic energy of water flowing downwardly from the top of theembankment (14) to the toe (16) thereof in a primary flowdirection (PF). The spillway (10) comprises a plurality of building blocks(18, 20) arranged in rows which are stacked upon each other ina single-like overlap such that the building blocks (18, ) of each row areoffset relative to the building blocks (18, 20) of each adjacentrow and a series of steps are defined thereby. The building blocks (18, 20)are sized and configured such that water cascading down thesteps defined thereby is caused to flow in three dimensions so as to impartvelocity components to the falling water that act at generallyright angles relative to the primary flow direction (PF) and generateturbulence which dissipates the kinetic energy of the water.
机译:用于定义顶部(1it)的倾斜路堤(12)中的溢洪道(10)和脚趾(16)。溢洪道(10)适用于耗散从顶部向下流动的水的动能。路堤(14)到脚趾(16)的主要流动方向(PF)。溢洪道(10)包括多个构件(18,20)排成一排,彼此堆叠单一的重叠,使得每一行的构建块(18,)相对于每个相邻的构造块(18、20)偏移从而定义一行和一系列步骤。积木(18,20)尺寸和配置应使水顺着水流下使由此定义的步骤在三个维度上流动,以赋予通常作用于下降水的速度分量相对于主流方向(PF)成直角并生成耗散水动能的湍流。

著录项

  • 公开/公告号CA2331093C

    专利类型

  • 公开/公告日2008-01-15

    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;E04C1/00;

  • 国家 CA

  • 入库时间 2022-08-21 20:04:03

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