TY - JOUR
T1 - Water Distribution Nodal Demand Clustering Based on Network Flow Measurements
AU - De Oliveira, Paulo José A.
AU - Boccelli, Dominic L.
N1 - Funding Information:
The authors would like to gratefully acknowledge the partial funding support provided by the NSF CBET Directorate, Environmental Engineering Program through Award No. 1511959, and the University of Arizona.
Publisher Copyright:
© 2021 American Society of Civil Engineers.
PY - 2021/12/1
Y1 - 2021/12/1
N2 - The estimation of nodal water demands for water distribution systems has been extensively researched over the last decades. However, demand estimation performance is dependent on selected nodal demand aggregation and available sensor locations. Despite a variety of water demand clustering approaches already proposed, a comprehensive methodology capable of generating cluster solutions with practical interpretation and maximum accuracy is still lacking. To achieve that goal, the current research presents an innovative clustering methodology based on network flow measurements. The procedure follows two primary steps: (1) determination of optimal flow sensor locations, and (2) an integrated approach for cluster identification, which includes cluster scenario generation, demand estimation, and identification metrics. The effectiveness of the proposed method was tested on a synthetic case study with realistic generated spatial patterns. Results demonstrate that finding a high-quality cluster solution is possible by utilizing (1) additional flow sensors installed according to the proposed V-optimal early split methodology, and (2) cluster selection based upon a likelihood metric. In general, the metrics used for both sensor location and cluster identification were found to be critical to identifying the best set of clusters.
AB - The estimation of nodal water demands for water distribution systems has been extensively researched over the last decades. However, demand estimation performance is dependent on selected nodal demand aggregation and available sensor locations. Despite a variety of water demand clustering approaches already proposed, a comprehensive methodology capable of generating cluster solutions with practical interpretation and maximum accuracy is still lacking. To achieve that goal, the current research presents an innovative clustering methodology based on network flow measurements. The procedure follows two primary steps: (1) determination of optimal flow sensor locations, and (2) an integrated approach for cluster identification, which includes cluster scenario generation, demand estimation, and identification metrics. The effectiveness of the proposed method was tested on a synthetic case study with realistic generated spatial patterns. Results demonstrate that finding a high-quality cluster solution is possible by utilizing (1) additional flow sensors installed according to the proposed V-optimal early split methodology, and (2) cluster selection based upon a likelihood metric. In general, the metrics used for both sensor location and cluster identification were found to be critical to identifying the best set of clusters.
UR - http://www.scopus.com/inward/record.url?scp=85116862157&partnerID=8YFLogxK
UR - http://www.scopus.com/inward/citedby.url?scp=85116862157&partnerID=8YFLogxK
U2 - 10.1061/(ASCE)WR.1943-5452.0001485
DO - 10.1061/(ASCE)WR.1943-5452.0001485
M3 - Article
AN - SCOPUS:85116862157
VL - 147
JO - Journal of Water Resources Planning and Management - ASCE
JF - Journal of Water Resources Planning and Management - ASCE
SN - 0733-9496
IS - 12
M1 - 04021087
ER -