Abstract
Recently, the writers proposed a new method for optimal design of diameters and slopes of pipes of storm sewer networks. Uncertainties from various sources are considered and a tradeoff is made between potential rainstorm flood damages and the coast of installation of the sewers. One key step in the proposed method is the establishment of the risk-safety factor relationship. Through a numerical example, this paper presents the details of procedure to establish the risk-safety factor relationship. The usefulness of the relationship so established is neither restricted to the optimal design method proposed.
Talk to us
Join us for a 30 min session where you can share your feedback and ask us any queries you have
Schedule a callDisclaimer: All third-party content on this website/platform is and will remain the property of their respective owners and is provided on "as is" basis without any warranties, express or implied. Use of third-party content does not indicate any affiliation, sponsorship with or endorsement by them. Any references to third-party content is to identify the corresponding services and shall be considered fair use under The CopyrightLaw.
