On the effects of soil properties on leak noise propagation in plastic water distribution pipes

被引:41
作者
Brennan, M. J. [1 ]
Karimi, M. [2 ]
Muggleton, J. M. [3 ]
Almeida, F. C. L. [4 ]
Kroll de Lima, F. [1 ]
Ayala, P. C. [1 ]
Obata, D. [1 ]
Paschoalini, A. T. [1 ]
Kessissoglou, N. [2 ]
机构
[1] Univ Estadual Paulista, Dept Mech Engn, BR-15385000 Sao Paulo, Brazil
[2] Univ New South Wales, Sch Mech & Mfg Engn, Sydney, NSW 2052, Australia
[3] Univ Southampton, Inst Sound & Vibrat Res, Southampton, Hants, England
[4] Univ Estadual Paulista, Dept Biosyst Engn, BR-17602496 Sao Paulo, Brazil
基金
英国工程与自然科学研究理事会; 巴西圣保罗研究基金会;
关键词
Water leak detection; Wave propagation; Pipe vibro-acoustics; FLUID-FILLED PIPES; WAVE-NUMBER PREDICTION; BURIED PIPES;
D O I
10.1016/j.jsv.2018.03.027
中图分类号
O42 [声学];
学科分类号
070206 ; 082403 ;
摘要
In many countries, leaks are located in water distribution pipes by using the cross-correlation of pipe vibration measured either side of a suspected leak. However, in modern plastic pipes this can be problematic due to strong coupling between the water, the pipe and the soil, affecting the propagation of leak noise within the pipe. This paper concerns an analytical, numerical and experimental investigation into the way in which soil properties influence leak noise propagation in buried plastic water pipes. The analytical model allows a detailed investigation into the physical effects of the soil on leak noise (wave) propagation in the pipe, in particular on the wave-speed and wave attenuation. Results highlight that, in addition to the pipe hoop stiffness, the shear stiffness of the soil can have a significant effect on the wave-speed in the pipe. Experimental measurements were conducted at two different sites - one in the UK and the other in Brazil. In the UK system, both dilatational and shear waves in the soil propagate away from the pipe, resulting in large wave attenuation in the pipe. However, in the Brazilian system, only shear waves propagate resulting in smaller wave attenuation in the pipe. (C) 2018 Elsevier Ltd. All rights reserved.
引用
收藏
页码:120 / 133
页数:14
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