TY - JOUR
T1 - Robust Urban Drainage System
T2 - Development of a Novel Multiscenario-Based Design Approach
AU - Ngo, Thuy Thi
AU - Jung, Donghwi
AU - Kim, Joong Hoon
N1 - Funding Information:
The study was supported by a grant from The National Research Foundation (NRF) of Korea, funded by the Korean government (MSIP) (No. 2016R1A2A1A05005306).
Publisher Copyright:
© 2019 American Society of Civil Engineers.
PY - 2019/7/1
Y1 - 2019/7/1
N2 - A traditional single-scenario design approach considers the most probable future scenario, which is very risky and may result in high supplementary cost or overpayment (i.e., regret cost). An alternative involves simultaneously considering multiple scenarios. This study proposes a novel two-phase multiscenario-based design approach to optimize the layout and hydraulic design (determining pipe sizes and manhole depths) of an urban sewer system. In the first phase, multiple individual scenarios are adopted to independently identify the optimal layout for each scenario and the requisite hydraulic design. The aim of the second phase is to determine robust solutions for the sewer layout and hydraulic design to minimize construction cost with a constraint on acceptable regret costs over multiple scenarios. The proposed two-phase optimization method was demonstrated with a hypothetical example of an urban drainage system. The results indicate that the proposed multiscenario optimization approach produces a robust sewer network solution that performs well and is cost-effective for different scenarios.
AB - A traditional single-scenario design approach considers the most probable future scenario, which is very risky and may result in high supplementary cost or overpayment (i.e., regret cost). An alternative involves simultaneously considering multiple scenarios. This study proposes a novel two-phase multiscenario-based design approach to optimize the layout and hydraulic design (determining pipe sizes and manhole depths) of an urban sewer system. In the first phase, multiple individual scenarios are adopted to independently identify the optimal layout for each scenario and the requisite hydraulic design. The aim of the second phase is to determine robust solutions for the sewer layout and hydraulic design to minimize construction cost with a constraint on acceptable regret costs over multiple scenarios. The proposed two-phase optimization method was demonstrated with a hypothetical example of an urban drainage system. The results indicate that the proposed multiscenario optimization approach produces a robust sewer network solution that performs well and is cost-effective for different scenarios.
KW - Layout and hydraulic design
KW - Scenario-based optimization
KW - Urban drainage system
UR - http://www.scopus.com/inward/record.url?scp=85065720004&partnerID=8YFLogxK
U2 - 10.1061/(ASCE)WR.1943-5452.0001084
DO - 10.1061/(ASCE)WR.1943-5452.0001084
M3 - Article
AN - SCOPUS:85065720004
SN - 0733-9496
VL - 145
JO - Journal of Water Resources Planning and Management - ASCE
JF - Journal of Water Resources Planning and Management - ASCE
IS - 7
M1 - 04019027
ER -