A general-purpose method for Pareto optimal placement of flow rate and concentration sensors in networked systems - With application to wastewater treatment plants

被引:9
|
作者
Villez, Kris [1 ,2 ]
Vanrolleghem, Peter A. [3 ]
Corominas, Lluis [4 ,5 ]
机构
[1] Eawag, Dept Proc Engn, Uberlandstr 133, CH-8600 Dubendorf, Switzerland
[2] ORNL Oak Ridge Natl Lab, Oak Ridge, TN 37830 USA
[3] Univ Laval, ModelEAU, Pavillon Adrien Pouliot 1065,Ave Med, Quebec City, PQ G1V 0A6, Canada
[4] Catalan Inst Water Res, ICRA, Emili Grahit 101, E-17003 Girona, Spain
[5] Univ Girona, Girona, Spain
基金
加拿大自然科学与工程研究理事会;
关键词
Bilinear balance equations; Fault detection; Multi-objective optimization; Optimal experimental design; Redundancy; Sensor placement; REDUNDANCY CLASSIFICATION; FAULT-DETECTION; OBSERVABILITY; DESIGN; LOCATION; OPTIMIZATION; RELIABILITY; DIAGNOSIS; SELECTION;
D O I
10.1016/j.compchemeng.2020.106880
中图分类号
TP39 [计算机的应用];
学科分类号
081203 ; 0835 ;
摘要
The advent of affordable computing, low-cost sensor hardware, and high-speed and reliable communi-cations have spurred ubiquitous installation of sensors in complex engineered systems. However, ensuring reliable data quality remains a challenge. Exploitation of redundancy among sensor signals can help improving the precision of measured variables, detecting the presence of gross errors, and identifying faulty sensors. The cost of sensor ownership, maintenance efforts in particular, can still be cost-prohibitive however. Maximizing the ability to assess and control data quality while minimizing the cost of ownership thus requires a careful sensor placement. To solve this challenge, we develop a generally applicable method to solve the multi-objective sensor placement problem in systems governed by linear and bilinear balance equations. Importantly, the method computes all Pareto-optimal sensor layouts with conventional computational resources and requires no information about the expected sensor quality. (C) 2020 Elsevier Ltd. All rights reserved.
引用
收藏
页数:14
相关论文
共 5 条
  • [1] Optimal flow sensor placement on wastewater treatment plants
    Villez, Kris
    Vanrolleghem, Peter A.
    Corominas, Lluis
    WATER RESEARCH, 2016, 101 : 75 - 83
  • [2] Short-term prediction of influent flow rate and ammonia concentration in municipal wastewater treatment plants
    Shuai Ma
    Siyu Zeng
    Xin Dong
    Jining Chen
    Gustaf Olsson
    Frontiers of Environmental Science & Engineering, 2014, 8 : 128 - 136
  • [3] Short-term prediction of influent flow rate and ammonia concentration in municipal wastewater treatment plants
    Ma, Shuai
    Zeng, Siyu
    Dong, Xin
    Chen, Jining
    Olsson, Gustaf
    FRONTIERS OF ENVIRONMENTAL SCIENCE & ENGINEERING, 2014, 8 (01) : 128 - 136
  • [4] Short-term prediction of influent flow rate and ammonia concentration in municipal wastewater treatment plants
    Shuai MA
    Siyu ZENG
    Xin DONG
    Jining CHEN
    Gustaf OLSSON
    Frontiers of Environmental Science & Engineering, 2014, 8 (01) : 128 - 136
  • [5] Optimal sensor placement method for wastewater treatment plants based on discrete multi-objective state transition algorithm
    Li, Wenting
    Han, Jie
    Li, Yonggang
    Zhang, Fengxue
    Zhou, Xiaojun
    Yang, Chunhua
    JOURNAL OF ENVIRONMENTAL MANAGEMENT, 2022, 307