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Water intake structure water diversion canal in the float valve type Diversion Engineering

机译:浮球式引水工程中的取水结构引水渠

摘要

PROBLEM TO BE SOLVED: To prevent the generation of trouble such as an air hammer in a downstream-side piping by inhibiting the rolling-in of air at the time of the state of an overflow. ;SOLUTION: In the intake structure of the diversion pipes, a pair of intakes 14 with overflow weirs 14a are formed by notching opposed places in the radial direction of the top sections of the diversion pipes 12 arranged in the vertical direction in a water tank. Plate members 28, 28 are stretched and fixed extending between edge sections opposed at the internal space of the diversion pipe 12 at each both edge section of these intakes 14, and the lower end sections 28a, 28a of these plate members 28, 28 are extended up to sections lower than the overflow weirs 14a.;COPYRIGHT: (C)1998,JPO
机译:要解决的问题:通过在溢出状态时抑制空气的进入,防止在下游侧管道中产生气锤之类的故障。 ;解决方案:在分流管的进气结构中,通过在水箱中沿垂直方向排列的分流管12的顶部的径向上的相对位置开槽,从而形成具有溢流堰14a的一对进气口14。板构件28、28在这些进气口14的每个两个边缘部分处在与转向管12的内部空间相对的边缘部分之间延伸并固定地延伸,并且这些板构件28、28的下端部分28a,28a延伸。直至低于溢流堰14a的部分;版权:(C)1998,JPO

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