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dc.contributor.authorYuxin Du
dc.contributor.authorZhifeng Yao
dc.contributor.authorYiyang Zhang
dc.contributor.authorJiangting Jia
dc.contributor.authorChaoyue Wang
dc.contributor.authorFujun Wang
dc.date.accessioned2026-02-16T21:21:44Z
dc.date.available2026-02-16T21:21:44Z
dc.date.copyright2025/04/01
dc.date.issued2025
dc.identifier.otherJWRMD5.WRENG-6563.pdf
dc.identifier.urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4309090
dc.description.abstractThe traditional operational model for axial units in water supply systems has typically prioritized pumping efficiency or the reduction of electricity costs while neglecting the crucial aspect of operating stability. This study proposes a new operational model, namely the economic-stability model, which aims to calculate the lowest total cost for an operation plan by balancing stability and cost-effectiveness. The operations of start-up, shutdown, and variable angle are converted into economic costs, respectively, to account for the effect of changing working conditions on the total cost. The influence coefficients are formulated to accommodate the transient characteristics of the total operating cost. Efficiency and stability experiments were conducted in a large axial pumping station to gather data on energy characteristics and transient characteristics. A sensitivity analysis and quantitative calculation of the experimental data were carried out. The economic-stability model was applied to calculate the operating scheme based on experimental data. Results indicated that the electricity cost and maintenance costs of the pumping station were reduced while avoiding operation risks. The economic-stability model, therefore, provides a more comprehensive approach to operating axial units that balances stability and cost-effectiveness while achieving water diversion goals.
dc.publisherAmerican Society of Civil Engineers
dc.titleBalancing Operating Stability and Cost-Effectiveness of Axial Units through a New Operational Model
dc.typeJournal Article
dc.journal.volume151
dc.journal.issue4
dc.journal.titleJournal of Water Resources Planning and Management
dc.identifier.doi10.1061/JWRMD5.WRENG-6563
dc.journal.fristpage04025003-1
dc.journal.lastpage04025003-12
dc.page12
dc.treeJournal of Water Resources Planning and Management:;2025:;Volume ( 151 ):;issue: 004
dc.contenttypeFulltext


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