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MULTI-STAGED INTAKE WEIR EMBANKMENT

机译:多阶段入学移民

摘要

PURPOSE:To increase the amount of intake water per the unit length of the weir embankment and to enable stable water intake, by providing a short-cut part in a part of the weir embankment in the intake weir embankment having a downstream- side wall surface formed at an angle of depression and taking in water which flows down the wall surface. CONSTITUTION:In the vicinity of a contact point 9 of a steep-gradient plane 2 on the upstream side of the top part of the weir embankment with the wall surface 4 of the weir embankment on the downstream side, the water containing alien substances which flows from the water surface 5 on the upstream side flows down along the wall surface 4 having the angle of depression in the direction 9-11 and runs into an intake channel 8, while the alien substances drop down in the direction 9- 10 on the downstream side slightly apart from the perpendicular direction. In the case of a three-stage weir embankment, the short-cut parts A and B are provided in parts of the weir embankment of the first and second stages from the upstream so that a part of running water can flow down in a short-cut way. The short-cut part is not provided in the third-stage weir embankment, the lowest stage thereof, so as for water intake to be possible even when the amount of supplied water is minimum.
机译:目的:通过在进气堰路堤的下游侧壁表面的堰路堤的一部分上设置一个捷径,来增加堰路堤每单位长度的取水量并实现稳定的取水。形成一个倾斜的角度,并吸收向下流向壁面的水。组成:在堰路堤顶部上游侧陡坡平面2的接触点9附近,堰路堤壁表面4在下游侧,流动的水含有外来物质异物从上游侧的水表面5沿具有凹角的壁表面4沿9-11方向向下流动并进入进气通道8,而异物沿下游9-9方向下降侧面与垂直方向稍微分开。在三级堰路堤的情况下,捷径部分A和B设置在第一级和第二级堰路堤的部分中,从上游开始,以便一部分自来水可以在短时间内流到下游。削减方式。在第三级堰路堤的最低级中不设置捷径部分,从而即使在供水量最小的情况下也能够取水。

著录项

  • 公开/公告号JPS6012485B2

    专利类型

  • 公开/公告日1985-04-02

    原文格式PDF

  • 申请/专利权人 CHISSO CORP;

    申请/专利号JP19800121436

  • 发明设计人 ABO ATSUO;

    申请日1980-09-02

  • 分类号E02B7/02;E02B7/00;E02B9/04;E02B17/02;

  • 国家 JP

  • 入库时间 2022-08-22 08:35:30

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