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首页> 外文期刊>Journal of Hydraulic Engineering >Experimental Study on Stormwater Geyser in Vertical Shaft above Junction Chamber
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Experimental Study on Stormwater Geyser in Vertical Shaft above Junction Chamber

机译:交会室上方竖井雨水间歇性试验研究

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Stormwater geysers are commonly observed as explosive releases of air-water mixtures from municipal systems, which can cause property damages and human safety concerns. In Edmonton, Alberta, Canada, a number of geyser events were reported in recent years from a 27-m-deep vertical shaft above a junction chamber connecting a 3.5-m-diameter incoming pipe to an outgoing pipe with a 4-m drop. To understand the conditions for the geyser formation and select suitable mitigation methods, an experimental study was conducted using a simplified conceptual 1:20 scaled model. Three series of experiments were conducted with a sudden increase of the inflow rate and different initial flow conditions: Series A with an initial downstream open-channel flow, and Series B and C, both with an initial downstream full-pipe flow, but an air pocket was deliberately entrapped in the upstream pressurized pipe in Series C. A geyser was not observed in Series A mainly due to the available large outflow capacity in the downstream pipe. With the downstream pipe initially full, a geyser event was observed in Series B as pressure surged in the chamber caused by the increased flow rate. Severe geyser events were observed in Series C, with the first phase triggered by the transient pressure wave and the second phase triggered by air released from the air pocket. The relationship between the measured maximum pressure and the geyser height was established. An analytical model is proposed for predicting the magnitude and period of the pressure oscillation induced by the sudden inflow rate increase. The amount of water splashed out of the riser was also measured. (C) 2019 American Society of Civil Engineers.
机译:通常认为暴雨间歇泉是市政系统中空气-水混合物的爆炸性释放,可能造成财产损失和人身安全。近年来,在加拿大艾伯塔省埃德蒙顿,发生了许多间歇泉事件,它们是由一个连接室(连接直径为3.5 m的进水管与下降为4 m的出水管)上方的深27 m的竖井组成的。为了了解间歇泉形成的条件并选择合适的缓解方法,使用简化的概念1:20比例模型进行了实验研究。进行了三个系列的实验,突然增加了进水速度,并改变了初始流量条件:A系列具有初始下游明渠流量,B系列和C系列都具有初始下游全管流量,但空气在C系列的上游加压管中有意地将水囊困住。在A系列中未观察到间歇泉,这主要是由于下游管中有大量的流出能力。在下游管道最初充满的情况下,在B系列中观察到间歇泉事件,这是由于流速增加导致室内压力激增。在系列C中观察到严重的间歇泉事件,第一阶段由瞬态压力波触发,第二阶段由从气囊释放的空气触发。建立了测得的最大压力与间歇泉高度之间的关系。提出了一个解析模型来预测由突然的流量增加引起的压力振荡的幅度和周期。还测量了从立管溅出的水量。 (C)2019美国土木工程师学会。

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