Impact of Main Pipe Flow Velocity on Leakage and Intrusion Flow: An Experimental Study

被引:7
|
作者
Shao, Yu [1 ]
Yao, Tian [1 ]
Gong, Jinzhe [2 ]
Liu, Jinjie [1 ]
Zhang, Tuqiao [1 ]
Yu, Tingchao [1 ]
机构
[1] Zhejiang Univ, Dept Civil Engn, Hangzhou 310058, Zhejiang, Peoples R China
[2] Univ Adelaide, Sch Civil Environm & Min Engn, Adelaide, SA 5005, Australia
来源
WATER | 2019年 / 11卷 / 01期
基金
中国国家自然科学基金;
关键词
intrusion; orifice; pipe leakage; flow velocity; water distribution system; DISCHARGE; PRESSURE; ORIFICE; COEFFICIENTS; MANAGEMENT;
D O I
10.3390/w11010118
中图分类号
X [环境科学、安全科学];
学科分类号
08 ; 0830 ;
摘要
The classic orifice equation is commonly used to calculate the leakage and intrusion rate for pressurized pipelines with cracks on the pipe wall. The conventional orifice equation does not consider the effect of the flow velocity in the main pipe, and there is a lack of studies on this matter. For this technical note, the influence of the main pipe flow velocity on the outflow and inflow through a crack on the pipe wall was studied in the laboratory. The experimental results show that the impact of the main pipe flow velocity can be significant. When the pressure difference across the orifice was constant, with the increase of the main pipe flow velocity, the outflow velocity increased, but the contraction area of the jet and the outflow discharge coefficient decreased. By comparing orifices with different shapes, it was found that the discharge from the circumferential crack was most sensitive to the main pipe flow velocity. In addition, the main pipe flow promoted the orifice inflow. When the pressure difference across the orifice was constant, with the increase of the main pipe flow velocity, the inflow discharge coefficient increased, which is the opposite pattern to that of the orifice outflow.
引用
收藏
页数:12
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