Daily Model Calibration with Water Loss Estimation and Localization Using Continuous Monitoring Data in Water Distribution Networks

被引:7
|
作者
Chew, Alvin Wei Ze [1 ]
Wu, Zheng Yi [2 ]
Walski, Thomas [2 ]
Meng, Xue [1 ]
Cai, Jianping [1 ]
Pok, Jocelyn [1 ]
Kalfarisi, Rony [1 ]
机构
[1] Bentley Syst Singapore Pte Ltd, 1 Harbourfront Pl, Singapore 098633, Singapore
[2] Bentley Syst, 76 Watertown Rd,Suite 2D, Thomaston, CT 06787 USA
基金
新加坡国家研究基金会;
关键词
Water distribution networks (WDNs); Hydraulic model calibration and optimization; Leakage detection and localization; Pressure-dependent leakage detection; LEAK DETECTION;
D O I
10.1061/(ASCE)WR.1943-5452.0001546
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
Due to the increasing deployment of sensors in water distribution networks (WDNs) for continuous monitoring, hydrodynamic data are readily available for engineers to improve the daily operations of WDNs. In collaboration with Public Utility Board (PUB), Singapore's National Water Agency, an alternative model calibration approach using continuously monitored data is proposed to facilitate PUB's smart water grid (SWG). The generic approach was developed as an integrated solution methodology for practical engineers to conduct a series of systematic analyses daily, namely, (1) estimating the system's daily nonrevenue water (NRW) volume and NRW time series; (2) adjusting the available pumps' operational curves and control statuses, followed by calibrating the system's net demand pattern to fulfill the flow balance accounting for the actual consumption; (3) identifying and rectifying possible offsets in the monitored pressure head values for each sensor station; (4) performing model calibration with anomaly localization analysis when the system's total NRW volume exceeds its assumed background NRW volume; and (5) calibrating other physical properties to fulfill the system's energy balance, especially for the peak demand hours. The effectiveness of our proposed approach was then tested and verified using a real-world WDN having total pipe length of >650 km with available monitoring data. Key findings from the case study analysis include (1) anomaly events localized including, but not limited to, five out of six reported leaks for the selected week to within 400 m with lead time of 1-2 days; (2) the system's initial flow imbalance addressed by estimating the daily NRW volume and localizing the possible anomaly events; and (3) pipe roughness values calibrated to further improve the energy balance in the system, especially during the peak demand hours, by attaining an average mean absolute percentage error (MAPE) score of 2.5%. (C) 2022 American Society of Civil Engineers.
引用
收藏
页数:14
相关论文
共 50 条
  • [1] LEAKAGE ASSESSMENT IN WATER DISTRIBUTION NETWORKS USING HYDRAULIC MODEL CALIBRATION
    Elkharbotly, Mona Rafat
    Khalifa, Abdelkawi
    Seddik, Mohamed
    [J]. ENVIRONMENTAL ENGINEERING AND MANAGEMENT JOURNAL, 2023, 22 (03): : 558 - 579
  • [2] Model-based monitoring techniques for leakage localization in distribution water networks
    Meseguer, Jordi
    Mirats-Tur, Josep M.
    Cembrano, Gabriela
    Puig, Vicenc
    [J]. COMPUTING AND CONTROL FOR THE WATER INDUSTRY (CCWI2015): SHARING THE BEST PRACTICE IN WATER MANAGEMENT, 2015, 119 : 1399 - 1408
  • [3] Calibration assessment and data collection for water distribution networks
    Lansey, KE
    El-Shorbagy, W
    Ahmed, I
    Araujo, J
    Haan, CT
    [J]. JOURNAL OF HYDRAULIC ENGINEERING-ASCE, 2001, 127 (04): : 270 - 279
  • [4] Localization and Quantification of Blockages in Water Distribution Networks Using a Mathematical Model
    Moasheri, Reza
    Ghazizadeh, Mohammadreza Jalili
    [J]. JOURNAL OF WATER RESOURCES PLANNING AND MANAGEMENT, 2024, 150 (05)
  • [5] Pipe Roughness Estimation in Water Distribution Networks Using Head Loss Adjustment
    Gao, Tiejun
    [J]. JOURNAL OF WATER RESOURCES PLANNING AND MANAGEMENT, 2017, 143 (05)
  • [6] Roughness and Demand Estimation in Water Distribution Networks Using Head Loss Adjustment
    Gao, Tiejun
    [J]. JOURNAL OF WATER RESOURCES PLANNING AND MANAGEMENT, 2017, 143 (12)
  • [7] Leak Localization in Water Distribution Networks Using Data-Driven and Model-Based Approaches
    Romero-Ben, Luis
    Alves, Debora
    Blesa, Joaquim
    Cembrano, Gabriela
    Puig, Vicenc
    Duviella, Eric
    [J]. JOURNAL OF WATER RESOURCES PLANNING AND MANAGEMENT, 2022, 148 (05)
  • [8] Calibration assessment and data collection for water distribution networks - Discussion
    Barkdoll, BD
    [J]. JOURNAL OF HYDRAULIC ENGINEERING-ASCE, 2002, 128 (12): : 1105 - 1106
  • [9] Calibration assessment and data collection for water distribution networks - Closure
    Lansey, KE
    Ahmed, I
    El-Shorbagy, W
    [J]. JOURNAL OF HYDRAULIC ENGINEERING-ASCE, 2002, 128 (12): : 1106 - 1107
  • [10] Continuous, Online Monitoring and Analysis in Large Water Distribution Networks
    Ma, Xiuli
    Xiao, Hongmei
    Xie, Shuiyuan
    Li, Qiong
    Luo, Qiong
    Tian, Chunhua
    [J]. IEEE 27TH INTERNATIONAL CONFERENCE ON DATA ENGINEERING (ICDE 2011), 2011, : 1332 - 1335