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contributor authorJung Donghwi;Kim Joong Hoon
date accessioned2019-02-26T07:35:49Z
date available2019-02-26T07:35:49Z
date issued2018
identifier other%28ASCE%29WR.1943-5452.0000953.pdf
identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4248146
description abstractA multiobjective optimal meter placement (MOMP) model is proposed for water distribution system (WDS) pipe burst detection to (1) minimize the normalized total meter cost, (2) maximize the detection probability, (3) minimize the rate of false alarms, and (4) maximize the meter network’s mechanical reliability. The mechanical reliability is a meter network’s ability to continuously provide informative data/measurement even under measurement failures originating from either missing measurements for time steps or meter malfunction. A novel method for quantifying mechanical reliability is developed based on the simulation of a single-meter failure. In addition to meter locations, the optimal ratio between the pressure and pipe flow meters was identified for a predefined number of meters. The proposed MOMP model was demonstrated on two networks from the literature with different configurations, characteristics, and numbers of components. The results suggest that the proposed MOMP model should be used to determine the optimal meter location and best set of meters for high detectability and mechanical reliability of a specific network of interest.
publisherAmerican Society of Civil Engineers
titleUsing Mechanical Reliability in Multiobjective Optimal Meter Placement for Pipe Burst Detection
typeJournal Paper
journal volume144
journal issue7
journal titleJournal of Water Resources Planning and Management
identifier doi10.1061/(ASCE)WR.1943-5452.0000953
page4018031
treeJournal of Water Resources Planning and Management:;2018:;Volume ( 144 ):;issue: 007
contenttypeFulltext


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