Transient-Based Frequency Domain Method for Dead-End Side Branch Detection in Reservoir Pipeline-Valve Systems

被引:41
作者
Duan, H. F. [1 ]
Lee, P. J. [2 ]
机构
[1] Hong Kong Polytech Univ, Dept Civil & Environm Engn, Kowloon, Hong Kong, Peoples R China
[2] Univ Canterbury, Dept Civil & Nat Resources Engn, Private Bag 4800, Christchurch 1, New Zealand
关键词
Water pipe system; Dead-end side branch; Transient-based frequency domain method; Transients; Transfer matrix; Genetic algorithm; EXTENDED BLOCKAGE DETECTION; LEAK DETECTION; RESPONSE METHOD; EXPERIMENTAL-VERIFICATION; FLUID TRANSIENTS; CALIBRATION; FRICTION; SIGNALS; PIPES; MODEL;
D O I
10.1061/(ASCE)HY.1943-7900.0001070
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
Unexpected, unknown or unused side pipe branches, termed dead-end side branches in this study, commonly exist in water pipe systems because of incorrect device installations or illegal connections. These connections are detrimental to the water quality and the operation and management of pipe networks. This paper investigates a transient-based frequency domain method for detecting side branches in pipe systems. The frequency response function for a pipe system with a single dead-end side branch is first derived by the transfer matrix method and the side branch was found to cause shifts in the system resonant frequencies. The nature of the resonant frequency shifts can be used to inversely determine the location and size of the side branch. A two-step genetic algorithm based optimization is proposed in this study to efficiently solve the derived analytical expression for the resonant frequency shifts. The developed method is validated through numerical simulations, and the results demonstrate the feasibility of this method for detecting side branches. The accuracy for locating the side branch is higher than the accuracy in sizing the branches. The sensitivity of the method to the magnitude and bandwidth of the transient wave signal is also discussed in the paper. (C) 2015 American Society of Civil Engineers.
引用
收藏
页数:9
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