Chapter
Apr 26, 2012
Multi-Objective Design of Transient Network Models
Authors: Bong Seog Jung [email protected], Misgana Muleta [email protected], and Paul F. Boulos [email protected]Author Affiliations
Publication: World Environmental and Water Resources Congress 2009: Great Rivers
Abstract
The optimal design of a water distribution system under transient conditions is formulated as a two-objective optimization problem. The objectives are minimization of the total pipe costs and maximization of the hydraulic reliability for the transient network design model. Unlike most optimization models in which demands are set to their end-of-life levels, this approach assumes that the demand loadings vary throughout the design life of the system. Evolutionary algorithms are applied to support efficient search for Pareto optimal solutions to the dual-objective optimization problem. An example application is presented and relevant conclusions are stated.
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© 2009 American Society of Civil Engineers.
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Published online: Apr 26, 2012
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ASCE Technical Topics:
- Benefit cost ratios
- Business management
- Continuum mechanics
- Design (by type)
- Dynamics (solid mechanics)
- Engineering fundamentals
- Engineering mechanics
- Financial management
- Hydraulic design
- Hydraulic models
- Infrastructure
- Models (by type)
- Optimization models
- Pipe networks
- Pipeline hydraulics
- Pipeline management
- Pipeline systems
- Pipes
- Practice and Profession
- Solid mechanics
- Transient response
- Water and water resources
- Water management
- Water supply
- Water supply systems
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Affiliations
Engineering Director, MWH Soft, 618 Michillinda Avenue, Suite 200, Arcadia, CA 91007. E-mail: [email protected]
Assistant Professor, California Polytechnic State University, San Luis Obispo, CA 93407. E-mail: [email protected]
President and COO, MWH Soft, 380 Interlocken Crescent, Suite 200, Broomfield, CO 80021. E-mail: [email protected]
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