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Stud 248-257. y on Transient Leakage Detection Method and Experiment for Water Supply Pipelines
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Jian-xi YANG1, Huan-hua LIANG2, Chen LI1, Zhao-heng LI3, Yan-wei YU4, Shu-sheng RAN4
Water Resources and Power | 2023, 41(1) : 116 - 119
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Water Resources and Power | 2023, 41(1): 116-119
WATER CONSERVANCY AND HYDROPOWER ENGINEERING
Stud 248-257. y on Transient Leakage Detection Method and Experiment for Water Supply Pipelines
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Jian-xi YANG1, Huan-hua LIANG2, Chen LI1, Zhao-heng LI3, Yan-wei YU4, Shu-sheng RAN4
Affiliations
  • 1.Guangdong Yuehai Pearl River Delta Water Supply Co., Ltd., Guangzhou 511458, China
  • 2.City University of Macau, Macau 999078, China
  • 3.Guangdong Research Institute of Water Resources and Hydropower, Guangzhou 510635, China
  • 4.Shenzhen Water Engineering Testing Co., Ltd., Shenzhen 510000, China
Published: 2023-01-25 doi: 10.20040/j.cnki.1000-7709.2023.20221258
Outline
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To analyze the impact of unsteady state friction and tube wall viscoelastic on leakage, based on the energy conservation theory of the transient flow in a closed pipeline, the leakage numerical model for the hydraulic transient pipeline was constructed considering the dynamic term in the unstable friction and the elastic viscosity effect of the pipe wall. The transient flow reverse analysis method (ITA) was improved. As a case study, Xujiaya Reservoir Irrigation District in Shandong Province was selected to carry out field experiments. The leakage process was assumed to be quasi-normal distribution. Based on the field water flow transient test data, pipeline leakage location and leakage amount were simulated. The simulated error was calculated by the ITA method. When a single point leakage occurs in the experimental pipeline, the average location error of the simulated leakage is 1.44%, and the maximum error is 6.89%, the average area error of the simulated leakage hole is 3.85%, and the maximum error is 14.77%. When multipoint leakage occurs in the experimental pipeline, the average error of the simulated leakage location is 1.31% and the maximum error is 3.91%; the average area error of the simulated leakage hole is 1.74% and the maximum error is 4.35%. The study results could provide theoretical and technical support for the leakage detection of water pipelines.

water supply pipelines  /  transient flow  /  leakage detection  /  ITA
Jian-xi YANG, Huan-hua LIANG, Chen LI, Zhao-heng LI, Yan-wei YU, Shu-sheng RAN. Stud 248-257. y on Transient Leakage Detection Method and Experiment for Water Supply Pipelines[J]. Water Resources and Power, 2023 , 41 (1) : 116 -119 . DOI: 10.20040/j.cnki.1000-7709.2023.20221258
Year 2023 volume 41 Issue 1
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Article Info
doi: 10.20040/j.cnki.1000-7709.2023.20221258
  • Receive Date:2022-06-17
  • Online Date:2026-01-28
  • Published:2023-01-25
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History
  • Received:2022-06-17
  • Revised:2022-07-18
Funding
Affiliations
    1.Guangdong Yuehai Pearl River Delta Water Supply Co., Ltd., Guangzhou 511458, China
    2.City University of Macau, Macau 999078, China
    3.Guangdong Research Institute of Water Resources and Hydropower, Guangzhou 510635, China
    4.Shenzhen Water Engineering Testing Co., Ltd., Shenzhen 510000, China
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表12种不同金属材料的力学参数

Family
属数
Number of
genus
种数
Number of
species
占总种数比例
Percentage of
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Genus
种数
Number of
species
占总种数比例
Percentage of total
species (%)
鹅膏菌科Amanitaceae 2 11 5.26 鹅膏菌属 Amanita 10 4.78
小菇科 Mycenaceae 2 12 5.74 丝盖伞属 Inocybe 5 2.39
多孔菌科 Polyporaceae 8 14 6.70 蜡蘑属 Laccaria 5 2.39
红菇科 Russulaceae 3 23 11.00 小皮伞属 Marasmius 6 2.87
小菇属 Mycena 11 5.26
光柄菇属 Pluteus 5 2.39
红菇属 Russula 17 8.13
栓菌属 Trametes 5 2.39
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