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    Calibration of Frequency-Dependent Wave Speed and Attenuation in Water Pipes Using a Dual-Sensor and Paired-IRF Approach

    Source: Journal of Water Resources Planning and Management:;2024:;Volume ( 150 ):;issue: 011::page 04024051-1
    Author:
    Ji-Sung Lee
    ,
    Wei Zeng
    ,
    Martin F. Lambert
    ,
    Jinzhe Gong
    DOI: 10.1061/JWRMD5.WRENG-6382
    Publisher: American Society of Civil Engineers
    Abstract: The propagation of pressure waves in water pipes is frequency dependent, which leads to these waves experiencing a frequency-dependent wave speed and attenuation, resulting in wave dissipation and dispersion. The effect is much more significant and complex in plastic pipes than in metal pipes, which makes most wave-based pipe condition assessment techniques ineffective for plastic pipes. In this paper, a new technique is developed to calibrate the frequency-dependent wave speed and attenuation for pressurized water pipes. Persistent hydraulic waves induced by a side-discharge valve are used as excitation. Pressure responses are measured using two pressure sensors, and a paired-impulse response function (paired-IRF) is determined through a deconvolution process. The transfer function between the two sensors is determined using the main spike in the paired-IRF trace, which contains the information on the wave propagation characteristics. The frequency-dependent wave speed and attenuation are then derived from the transfer function. The proposed new technique is validated by both numerical simulations and laboratory experiments. Three pipe configurations are considered in the experiments: (1) a high-density polyethylene (HDPE) pipe in the air; (2) an HDPE pipe buried in sand; and (3) a copper pipe in the air. The frequency-dependent wave speed and attenuation are calibrated for all three configurations and the results are distinctive from each other.
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      Calibration of Frequency-Dependent Wave Speed and Attenuation in Water Pipes Using a Dual-Sensor and Paired-IRF Approach

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    contributor authorJi-Sung Lee
    contributor authorWei Zeng
    contributor authorMartin F. Lambert
    contributor authorJinzhe Gong
    date accessioned2025-04-20T10:11:48Z
    date available2025-04-20T10:11:48Z
    date copyright8/30/2024 12:00:00 AM
    date issued2024
    identifier otherJWRMD5.WRENG-6382.pdf
    identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4304189
    description abstractThe propagation of pressure waves in water pipes is frequency dependent, which leads to these waves experiencing a frequency-dependent wave speed and attenuation, resulting in wave dissipation and dispersion. The effect is much more significant and complex in plastic pipes than in metal pipes, which makes most wave-based pipe condition assessment techniques ineffective for plastic pipes. In this paper, a new technique is developed to calibrate the frequency-dependent wave speed and attenuation for pressurized water pipes. Persistent hydraulic waves induced by a side-discharge valve are used as excitation. Pressure responses are measured using two pressure sensors, and a paired-impulse response function (paired-IRF) is determined through a deconvolution process. The transfer function between the two sensors is determined using the main spike in the paired-IRF trace, which contains the information on the wave propagation characteristics. The frequency-dependent wave speed and attenuation are then derived from the transfer function. The proposed new technique is validated by both numerical simulations and laboratory experiments. Three pipe configurations are considered in the experiments: (1) a high-density polyethylene (HDPE) pipe in the air; (2) an HDPE pipe buried in sand; and (3) a copper pipe in the air. The frequency-dependent wave speed and attenuation are calibrated for all three configurations and the results are distinctive from each other.
    publisherAmerican Society of Civil Engineers
    titleCalibration of Frequency-Dependent Wave Speed and Attenuation in Water Pipes Using a Dual-Sensor and Paired-IRF Approach
    typeJournal Article
    journal volume150
    journal issue11
    journal titleJournal of Water Resources Planning and Management
    identifier doi10.1061/JWRMD5.WRENG-6382
    journal fristpage04024051-1
    journal lastpage04024051-10
    page10
    treeJournal of Water Resources Planning and Management:;2024:;Volume ( 150 ):;issue: 011
    contenttypeFulltext
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