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contributor authorYihong Liu
contributor authorFu Sun
contributor authorSiyu Zeng
contributor authorKevin Lauzon
contributor authorXin Dong
date accessioned2017-12-16T09:23:17Z
date available2017-12-16T09:23:17Z
date issued2016
identifier other%28ASCE%29WR.1943-5452.0000672.pdf
identifier urihttp://138.201.223.254:8080/yetl1/handle/yetl/4242246
description abstractIn spite of their hydraulic, temporal, and spatial connections, water and wastewater pipeline systems are traditionally planned and designed in a stationary and separated manner. This practice may have, in the early stages, already rooted future system operational risk. An integrated model was developed to evaluate the performance of these two systems, planned and designed according to the traditional water demand quota approaches adopted in China. The integrated model included an agent-based water end-use model to generate water demand and wastewater discharge, which was used to drive a water distribution system model and a drainage system model, both developed by the U.S. Environmental Protection Agency. In a case study in Beijing, the proposed model forecasted lower water demand and wastewater discharge, leading to oversized water systems designed by the traditional approach. However, the greater diurnal fluctuations would cause operational problems during the peak hour, as well as off-peak periods, in both pipeline systems. Vulnerable hotspots for urban water services were thus identified and potential mitigation options discussed.
publisherAmerican Society of Civil Engineers
titleIntegrated Model Driven by Agent-Based Water End-Use Forecasting to Evaluate the Performance of Water and Wastewater Pipeline Systems
typeJournal Paper
journal volume142
journal issue10
journal titleJournal of Water Resources Planning and Management
identifier doi10.1061/(ASCE)WR.1943-5452.0000672
treeJournal of Water Resources Planning and Management:;2016:;Volume ( 142 ):;issue: 010
contenttypeFulltext


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