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    A Fuzzy Random Chance-Constrained Programming for Water Distribution System under Uncertainty 

    Source: Journal of Pipeline Systems Engineering and Practice:;2024:;Volume ( 015 ):;issue: 004:;page 04024041-1
    Author(s): Peitong Bao; Yumin Wang
    Publisher: American Society of Civil Engineers
    Abstract: In this paper, a model with integration of interval programming (IP), chance-constrained programming (CCP), and fuzzy random variables (FRVs), termed as an inexact fuzzy random chance-constrained programming (IFRCCP) model, ...
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    Application of Interval Type-2 Fuzzy Linear Programming to Chlorine Injection in a Water Distribution System 

    Source: Journal of Water Resources Planning and Management:;2025:;Volume ( 151 ):;issue: 002:;page 04024064-1
    Author(s): Yumin Wang; Weijian Ran
    Publisher: American Society of Civil Engineers
    Abstract: In this paper, an interval type-2 fuzzy linear programming (IT2FLP) model was proposed to deal with uncertainty in booster optimization of a water distribution system (WDS). The IT2FLP model was applied to two cases to ...
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    Hydraulic and Water Quality Reliability of Water Distribution System under Uncertain Conditions 

    Source: Journal of Pipeline Systems Engineering and Practice:;2022:;Volume ( 013 ):;issue: 004:;page 04022035
    Author(s): Yumin Wang; Guangcan Zhu
    Publisher: ASCE
    Abstract: Reliability assessment plays a significant role in the planning, design, and operation of water distribution systems (WDS). Herein, pressure, flow, chlorine concentration, and water age are simulated by continuity, energy, ...
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    Analysis of Water Distribution System under Uncertainty Based on Genetic Algorithm and Trapezoid Fuzzy Membership 

    Source: Journal of Pipeline Systems Engineering and Practice:;2021:;Volume ( 012 ):;issue: 004:;page 04021043-1
    Author(s): Yumin Wang; Guangcan Zhu
    Publisher: ASCE
    Abstract: In most studies of hydraulic simulation of water distribution systems (WDS), the uncertain input parameters such as nodal demands, pipe roughness coefficients, pipe diameters, water levels in reservoirs, and pump characteristics ...
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