TY - JOUR
T1 - Estimating Distribution System Water Demands Using Markov Chain Monte Carlo
AU - Qin, Tian
AU - Boccelli, Dominic L.
N1 - Funding Information:
The authors would like to gratefully acknowledge the partial funding support provided by the Water Research Foundation through Project No. 04345 and the Chemical, Bioengineering, Environmental and Transport Systems (CBET) Directorate, Environmental Engineering [National Science Foundation (NSF)] through Award No. 1511959.
Publisher Copyright:
© 2019 American Society of Civil Engineers.
PY - 2019/7/1
Y1 - 2019/7/1
N2 - The use of drinking water distribution system models has been around for decades and requires good demand estimates to ensure adequate hydraulic and water quality representation. Traditional demand estimation processes are capable of estimating demands, often for highly skeletonized systems, with approximations to represent uncertainties in demand estimates and hydraulic states. This study implemented a Markov chain Monte Carlo (MCMC) algorithm to estimate hourly demand multipliers and uncertainties for a synthetic network using a previously developed clustering algorithm to reduce the number of unknowns. The MCMC approach also provided the flexibility to accommodate potential spatial correlation in demand multipliers through, for example, the use of a Markov Random Field (MRF) prior. The MCMC algorithm produced adequate representation of demand multipliers, similar to weighted least squares (WLS), and improved representation of the uncertainties relative to the approximations based on WLS results. The incorporation of the MRF prior resulted in more spatially correlated demand multipliers but did not provide any significant benefits for representing the network being studied. Increasing the number of clusters, reducing measurement uncertainty, and including additional flow measurements (rather than pressure) improved the ability to represent system-wide flows. However, increasing the number of clusters also resulted in larger uncertainties in the demand multiplier estimates as the estimation problem became more ill-conditioned. A generalized discussion associated with clustering approaches and measurement locations is included to provide a broader perspective on demand estimation.
AB - The use of drinking water distribution system models has been around for decades and requires good demand estimates to ensure adequate hydraulic and water quality representation. Traditional demand estimation processes are capable of estimating demands, often for highly skeletonized systems, with approximations to represent uncertainties in demand estimates and hydraulic states. This study implemented a Markov chain Monte Carlo (MCMC) algorithm to estimate hourly demand multipliers and uncertainties for a synthetic network using a previously developed clustering algorithm to reduce the number of unknowns. The MCMC approach also provided the flexibility to accommodate potential spatial correlation in demand multipliers through, for example, the use of a Markov Random Field (MRF) prior. The MCMC algorithm produced adequate representation of demand multipliers, similar to weighted least squares (WLS), and improved representation of the uncertainties relative to the approximations based on WLS results. The incorporation of the MRF prior resulted in more spatially correlated demand multipliers but did not provide any significant benefits for representing the network being studied. Increasing the number of clusters, reducing measurement uncertainty, and including additional flow measurements (rather than pressure) improved the ability to represent system-wide flows. However, increasing the number of clusters also resulted in larger uncertainties in the demand multiplier estimates as the estimation problem became more ill-conditioned. A generalized discussion associated with clustering approaches and measurement locations is included to provide a broader perspective on demand estimation.
KW - Cluster
KW - Demand estimation
KW - Markov chain Monte Carlo
KW - Markov random field
KW - Uncertainty
KW - Weighted least squares
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U2 - 10.1061/(ASCE)WR.1943-5452.0001077
DO - 10.1061/(ASCE)WR.1943-5452.0001077
M3 - Article
AN - SCOPUS:85065244662
SN - 0733-9496
VL - 145
JO - Journal of Water Resources Planning and Management
JF - Journal of Water Resources Planning and Management
IS - 7
M1 - 04019023
ER -