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Improvements in Storm Water Overflow Weirs.

机译:改善雨水溢流堰。

摘要

28,082. Battiscombe, C. A., and Commin, F. J. Dec. 20. Storm. water, separating.-Excess of water passes over weirs to a separate conduit. In the arrangement shown in Fig. 1, the normal flow takes place over the flanges 2a into the inner trough 3 and thence to the outlet 4, the aperture of which is restricted by a depending vane 10 and may be varied by means of an adjustable weir 9 ; but when the flow is abnormally great, the trough 3 overflows into an outer trough 1 and passes by an outlet 6 to a special conduit. A series of such apparatus may be used when necessary. A second arrangement is shown in plan in Fig. 6, and in transverse section in Fig. 5. The normal flow passes along channels 5 into troughs 3, and thence over the walls of the trough 11 to the outlet 4. Any excess passes over weirs 3a to a special conduit below. Specification No. 27,240, A.D. 1905, [Abridgment Class Sewage &c.], is referred to.
机译:28,082。 Battiscombe,C。A.和Commin,F。J. 12月20日。风暴。水分离-多余的水通过堰流至单独的导管。在图1所示的布置中,正常的流动发生在凸缘2a上,进入内槽3,然后到达出口4,出口的孔由悬垂叶片10限制,并且可以通过以下方式改变。可调堰9;但是当流量异常大时,槽3溢流到外部槽1中,并通过出口6到达专用导管。必要时可以使用一系列这样的设备。第二种布置在图6的平面图中和图5的横截面图中示出。正常流沿着通道5进入槽3,然后从槽11的壁上流到出口4。堰3a到下面的特殊导管。参见A.D. 1905年的规格No. 27,240,[Abridgment Class Sewage&c。]。

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