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DISCHARGING STRUCTURE FOR DEPOSITS ON LAKE BOTTOM

机译:湖底沉积物的排放结构

摘要

PURPOSE:To discharge deposits on lake bottom with good efficiency by providing grooves of a shape such as to cause a swirl flow on the bottom of a dam. CONSTITUTION:The projection 4 of a concrete plate 1 having a groove 3 of a omega-shaped cross section is fitted into the recession 5 of another concrete plate 1. Plural combinations of the concrete plates 1 are laid on the place where soil and sand are to be deposited of the bottom of a dam 10. When the sand- flash pipe 10' of the dam 10 is opened, deposits such as soil are pressed by the pressure of water and passed through the grooves 3, during which period the deposites are discharged in a swirl flow from the tube 10'. Deposits near the concrete plates 1 are involved into the swirl flow in the grooves 3, carried into the tube 10', and discharge into river outside the dam 10.
机译:目的:通过提供一定形状的凹槽以在大坝的底部引起涡流,以高效率地排出湖底的沉积物。组成:一块混凝土板1的凸出物4带有一个Ω形横截面的凹槽3,该突起物4装在另一块混凝土板1的凹处5中。沉积物沉积在坝10的底部。当打开坝10的防沙管10'时,诸如水的沉积物被水的压力挤压并通过凹槽3,在此期间沉积物被沉积。从管10′以涡流形式排出。混凝土板1附近的沉积物参与凹槽3中的旋流,被带入管10',并排入大坝10外部的河中。

著录项

  • 公开/公告号JPS61137908A

    专利类型

  • 公开/公告日1986-06-25

    原文格式PDF

  • 申请/专利权人 ASAHI:KK;

    申请/专利号JP19840258458

  • 发明设计人 NISHIGUCHI MASA;

    申请日1984-12-08

  • 分类号E02B7/02;E02B3/02;E02B7/00;

  • 国家 JP

  • 入库时间 2022-08-22 07:49:57

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