A core problem associated with the water quality monitoring in the sewer system is the optimal placement of a limited number of monitoring sites. A methodology is provided for optimally design water quality monitoring stations in sewer networks. The methodology is based on information theory, formulated as a multi-objective optimization problem and solved using NSGA-II. Computer code is written to estimate two entropy quantities, namely Joint Entropy, a measure of information content, and Total Correlation, a measure of redundancy, which are maximized and minimized, respectively. The test on a real sewer network suggests the effectiveness of the proposed methodology.

Optimal Placement of Water Quality Monitoring Stations in Sewer Systems: An Information Theory Approach / Banik, B. K.; Alfonso, L.; Torres, A. S.; Mynett, A.; Di Cristo, C.; Leopardi, A.. - In: PROCEDIA ENGINEERING. - ISSN 1877-7058. - 119:(2015), pp. 1308-1317. [10.1016/j.proeng.2015.08.956]

Optimal Placement of Water Quality Monitoring Stations in Sewer Systems: An Information Theory Approach

Di Cristo C.;
2015

Abstract

A core problem associated with the water quality monitoring in the sewer system is the optimal placement of a limited number of monitoring sites. A methodology is provided for optimally design water quality monitoring stations in sewer networks. The methodology is based on information theory, formulated as a multi-objective optimization problem and solved using NSGA-II. Computer code is written to estimate two entropy quantities, namely Joint Entropy, a measure of information content, and Total Correlation, a measure of redundancy, which are maximized and minimized, respectively. The test on a real sewer network suggests the effectiveness of the proposed methodology.
2015
Optimal Placement of Water Quality Monitoring Stations in Sewer Systems: An Information Theory Approach / Banik, B. K.; Alfonso, L.; Torres, A. S.; Mynett, A.; Di Cristo, C.; Leopardi, A.. - In: PROCEDIA ENGINEERING. - ISSN 1877-7058. - 119:(2015), pp. 1308-1317. [10.1016/j.proeng.2015.08.956]
File in questo prodotto:
File Dimensione Formato  
ProcediaEng2015b.pdf

accesso aperto

Tipologia: Documento in Post-print
Licenza: Dominio pubblico
Dimensione 1.2 MB
Formato Adobe PDF
1.2 MB Adobe PDF Visualizza/Apri

I documenti in IRIS sono protetti da copyright e tutti i diritti sono riservati, salvo diversa indicazione.

Utilizza questo identificativo per citare o creare un link a questo documento: https://hdl.handle.net/11588/747040
Citazioni
  • ???jsp.display-item.citation.pmc??? ND
  • Scopus 25
  • ???jsp.display-item.citation.isi??? 17
social impact