Decomposed Uncertainty Evaluation for Hydraulic State Estimation in Water Supply Systems

被引:1
作者
Ruiz, Emilio [1 ]
Diaz, Sarai [1 ,2 ]
Gonzalez, Javier
机构
[1] Univ Castilla La Mancha, Dept Civil Engn, Ave Camilo Jose Cela S-N, Ciudad Real 13071, Spain
[2] Univ Castilla La Mancha, Hydraul Lab, Hidralab Ingn & Desarrollos SL, Spin Off, Ave Pedriza,Camino Moledores S-N, Ciudad Real 13071, Spain
关键词
DISTRIBUTION NETWORKS; CALIBRATION; DESIGN; MODEL;
D O I
10.1061/JWRMD5.WRENG-5924
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
Hydraulic state estimation (HSE) can be used to infer the flow and pressure regime in water supply systems based on the available measurements in the network and the associated hydraulic model. Because the inputs involved in the process are noisy, uncertainty quantification is paramount to assess the reliability of HSE results. Numerical and analytical methods have been adopted to quantify HSE uncertainty in the past, but they are associated with poor scalability for large networks. The aim of this paper is to adapt the analytical first-order second-moment (FOSM) formulation for HSE uncertainty assessment, which is the most widely adopted method in the literature, by using decomposition techniques to improve its scalability. The decomposed methodology is equivalent to the original formulation and is here applied to several case studies. Computational times were two orders of magnitude lower in large networks thanks to the decomposed formulation, which loses its computational advantage in small/medium-sized systems. Moreover, the numerical conditioning improves when dividing the network. Therefore, the proposed methodology constitutes a better alternative for HSE uncertainty quantification in large networks and could be key to boost HSE implementation in operational systems.
引用
收藏
页数:12
相关论文
共 51 条
  • [1] Andersen JH, 2001, INT J SYST SCI, V32, P807, DOI 10.1080/002077201750282007
  • [2] PRESSURE AND FLOW UNCERTAINTY IN WATER-SYSTEMS
    BARGIELA, A
    HAINSWORTH, GD
    [J]. JOURNAL OF WATER RESOURCES PLANNING AND MANAGEMENT-ASCE, 1989, 115 (02): : 212 - 229
  • [3] Bargiela A., 1984, THESIS DURHAM U
  • [4] On the optimal design of water distribution networks: a practical MINLP approach
    Bragalli, Cristiana
    D'Ambrosio, Claudia
    Lee, Jon
    Lodi, Andrea
    Toth, Paolo
    [J]. OPTIMIZATION AND ENGINEERING, 2012, 13 (02) : 219 - 246
  • [5] Uncertainty reduction in water distribution network modelling using system inflow data
    Branisavljevic, Nemanja
    Prodanovic, Dusan
    Ivetic, Marko
    [J]. URBAN WATER JOURNAL, 2009, 6 (01) : 69 - 79
  • [6] Water Network Partitioning into District Metered Areas: A State-Of-The-Art Review
    Bui, Xuan Khoa
    Marlim, Malvin S.
    Kang, Doosun
    [J]. WATER, 2020, 12 (04)
  • [7] Campos J., 2019, PROC 17 INT COMPUTIN
  • [8] STATE ESTIMATION AND LEAK DETECTION IN WATER DISTRIBUTION NETWORKS
    CARPENTIER, P
    COHEN, G
    [J]. CIVIL ENGINEERING SYSTEMS, 1991, 8 (04): : 247 - 257
  • [9] Clauset A, 2004, PHYS REV E, V70, DOI 10.1103/PhysRevE.70.066111
  • [10] Cormen TH., 2001, INTRO ALGORITHMS