TY - GEN
T1 - Time Series Prior Effect on Water Demand Estimation
AU - 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 Number 1511959.
Publisher Copyright:
© 2020 American Society of Civil Engineers.
PY - 2020
Y1 - 2020
N2 - The current study intends to evaluate the impact of using time series models as priors on the demand estimation process. Two different priors were compared: An informationless prior and a novel approach for prior generation based on the explicit propagation of the estimated demand uncertainty through autoregressive (AR) models. The proposed novel AR-Type model can be understood as a natural extrapolation of the classic AR model that considers the estimated demands as random variable inputs instead of point estimates. The proposed models were tested utilizing a realistic case study containing one week of observed measurements. In addition, since sensor failures are commonly observed in real systems, the robustness of the adopted methods was evaluated under different levels of missing flow measurements. The results indicate that the uncertain AR prior was clearly superior to the informationless prior for both failure and no failure situations resulting in consistently lower errors and much smaller confidence intervals without significant losses in terms of reliability.
AB - The current study intends to evaluate the impact of using time series models as priors on the demand estimation process. Two different priors were compared: An informationless prior and a novel approach for prior generation based on the explicit propagation of the estimated demand uncertainty through autoregressive (AR) models. The proposed novel AR-Type model can be understood as a natural extrapolation of the classic AR model that considers the estimated demands as random variable inputs instead of point estimates. The proposed models were tested utilizing a realistic case study containing one week of observed measurements. In addition, since sensor failures are commonly observed in real systems, the robustness of the adopted methods was evaluated under different levels of missing flow measurements. The results indicate that the uncertain AR prior was clearly superior to the informationless prior for both failure and no failure situations resulting in consistently lower errors and much smaller confidence intervals without significant losses in terms of reliability.
KW - Parameter estimation
KW - Time series
KW - Water demand
KW - Water distribution system
UR - http://www.scopus.com/inward/record.url?scp=85085967415&partnerID=8YFLogxK
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U2 - 10.1061/9780784482971.039
DO - 10.1061/9780784482971.039
M3 - Conference contribution
AN - SCOPUS:85085967415
T3 - World Environmental and Water Resources Congress 2020: Hydraulics, Waterways, and Water Distribution Systems Analysis - Selected Papers from the Proceedings of the World Environmental and Water Resources Congress 2020
SP - 403
EP - 411
BT - World Environmental and Water Resources Congress 2020
A2 - Ahmad, Sajjad
A2 - Murray, Regan
PB - American Society of Civil Engineers (ASCE)
T2 - World Environmental and Water Resources Congress 2020: Hydraulics, Waterways, and Water Distribution Systems Analysis
Y2 - 17 May 2020 through 21 May 2020
ER -