contributor author | Jingrong Lin;Xun Wang;Mohamed S. Ghidaoui | |
date accessioned | 2019-06-08T07:24:31Z | |
date available | 2019-06-08T07:24:31Z | |
date issued | 2019 | |
identifier other | %28ASCE%29HY.1943-7900.0001606.pdf | |
identifier uri | http://yetl.yabesh.ir/yetl1/handle/yetl/4257081 | |
description abstract | Recent research shows the potential of resonant frequency-based leakage detection methods. However, there is a disagreement in whether a leak shifts the normal modes (often called natural or resonant modes) and whether a leak introduces additional peaks to the frequency response function (FRF) of the pipeline. In this paper, the impact of a leak on the normal modes is investigated. The trajectories of normal modes in the frequency complex plane with varying leak size are studied. The key parameter that represents the leak size and controls the trajectories of the normal modes is the ratio of the acoustic impedance of the pipe to the resistance impedance of the leak. It is found that, as the impedance ratio increases from zero (i.e., no leak), each normal mode shifts toward the upper-half complex plane of frequency by a leak, where the imaginary part is a measure of the leak-induced damping of the wave. When the impedance ratio is less than the order of one, the leak-induced normal-mode frequency shift is negligible, which supports the theory put forward by proponents of the no-shift and no-additional-peak hypothesis. When the impedance ratio is of the order of one or larger, not only is the shift of the FRF’s peak significant, but also new peaks appear, which supports the theory raised by proponents of the leak-induced additional peaks hypothesis. | |
publisher | American Society of Civil Engineers | |
title | Theoretical Investigation of Leak’s Impact on Normal Modes of a Water–Filled Pipe: Small to Large Leak Impedance | |
type | Journal Article | |
journal volume | 145 | |
journal issue | 6 | |
journal title | Journal of Hydraulic Engineering | |
identifier doi | doi:10.1061/(ASCE)HY.1943-7900.0001606 | |
page | 04019017 | |
tree | Journal of Hydraulic Engineering:;2019:;Volume (0145):;issue:006 | |
contenttype | Fulltext | |