YaBeSH Engineering and Technology Library

    • Journals
    • PaperQuest
    • YSE Standards
    • YaBeSH
    • Login
    View Item 
    •   YE&T Library
    • ASCE
    • Journal of Water Resources Planning and Management
    • View Item
    •   YE&T Library
    • ASCE
    • Journal of Water Resources Planning and Management
    • View Item
    • All Fields
    • Source Title
    • Year
    • Publisher
    • Title
    • Subject
    • Author
    • DOI
    • ISBN
    Advanced Search
    JavaScript is disabled for your browser. Some features of this site may not work without it.

    Archive

    Self-Balancing of an Open–Close Pumping Station Based on the Second-Order Integrator-Delay Model

    Source: Journal of Water Resources Planning and Management:;2025:;Volume ( 151 ):;issue: 005::page 04025005-1
    Author:
    Luyan Zhou
    ,
    Hanyuan Li
    ,
    Zefeng Lu
    ,
    Zhao Zhang
    ,
    Xiaohui Lei
    ,
    Hao Wang
    DOI: 10.1061/JWRMD5.WRENG-6714
    Publisher: American Society of Civil Engineers
    Abstract: To minimize unit switching, this study investigates the scheduling optimization of open–close pumping stations (OCPS) by focusing on the concept of pumping station self-balancing (PSSB). Specifically, a novel regulatory approach is proposed for OCPSs interconnected with open channels; in addition, a second-order integrator-delay model (SOIDM) is developed and validated. The reliability and accuracy of the model are evaluated using the Nash coefficient, and high fidelity to real-world scenarios is demonstrated. Furthermore, a real-time computational model for water levels during PSSB is derived from the SOIDM model and storage balance principles. Finally, a case study is conducted. The results indicate the feasible domain of PSSB for the inlet-pool water level in the range of 4–5 m, which facilitates the optimal regulation of the pumping station without intervention within the feasible domain. In summary, this study provides a deeper understanding of hydraulic self-balancing mechanisms and equips dispatchers with a practical toolset to optimize pumping station operations without altering the infrastructure. This study introduces a new regulatory approach for open–close pumping stations and develops a second-order integrator-delay model aimed at achieving pumping station self-balancing. Validated by the Nash coefficient, the model demonstrates high reliability and accuracy in real-world scenarios. By deriving a real-time computational model for water levels during PSSB using the SOIDM and principles of storage balance, this study offers a technical means to achieve optimal regulation without the need for manual intervention. For practitioners, the findings reveal that within an inlet-pool water level range of 4–5 m, operations can be optimized without altering the existing infrastructure. This not only reduces the frequency of unit switching but also enhances operational efficiency and stability, providing dispatchers with a practical toolkit to enhance water resource allocation effectiveness.
    • Download: (1.924Mb)
    • Show Full MetaData Hide Full MetaData
    • Get RIS
    • Item Order
    • Go To Publisher
    • Price: 5000 Rial
    • Statistics

      Self-Balancing of an Open–Close Pumping Station Based on the Second-Order Integrator-Delay Model

    URI
    http://yetl.yabesh.ir/yetl1/handle/yetl/4306940
    Collections
    • Journal of Water Resources Planning and Management

    Show full item record

    contributor authorLuyan Zhou
    contributor authorHanyuan Li
    contributor authorZefeng Lu
    contributor authorZhao Zhang
    contributor authorXiaohui Lei
    contributor authorHao Wang
    date accessioned2025-08-17T22:26:38Z
    date available2025-08-17T22:26:38Z
    date copyright5/1/2025 12:00:00 AM
    date issued2025
    identifier otherJWRMD5.WRENG-6714.pdf
    identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4306940
    description abstractTo minimize unit switching, this study investigates the scheduling optimization of open–close pumping stations (OCPS) by focusing on the concept of pumping station self-balancing (PSSB). Specifically, a novel regulatory approach is proposed for OCPSs interconnected with open channels; in addition, a second-order integrator-delay model (SOIDM) is developed and validated. The reliability and accuracy of the model are evaluated using the Nash coefficient, and high fidelity to real-world scenarios is demonstrated. Furthermore, a real-time computational model for water levels during PSSB is derived from the SOIDM model and storage balance principles. Finally, a case study is conducted. The results indicate the feasible domain of PSSB for the inlet-pool water level in the range of 4–5 m, which facilitates the optimal regulation of the pumping station without intervention within the feasible domain. In summary, this study provides a deeper understanding of hydraulic self-balancing mechanisms and equips dispatchers with a practical toolset to optimize pumping station operations without altering the infrastructure. This study introduces a new regulatory approach for open–close pumping stations and develops a second-order integrator-delay model aimed at achieving pumping station self-balancing. Validated by the Nash coefficient, the model demonstrates high reliability and accuracy in real-world scenarios. By deriving a real-time computational model for water levels during PSSB using the SOIDM and principles of storage balance, this study offers a technical means to achieve optimal regulation without the need for manual intervention. For practitioners, the findings reveal that within an inlet-pool water level range of 4–5 m, operations can be optimized without altering the existing infrastructure. This not only reduces the frequency of unit switching but also enhances operational efficiency and stability, providing dispatchers with a practical toolkit to enhance water resource allocation effectiveness.
    publisherAmerican Society of Civil Engineers
    titleSelf-Balancing of an Open–Close Pumping Station Based on the Second-Order Integrator-Delay Model
    typeJournal Article
    journal volume151
    journal issue5
    journal titleJournal of Water Resources Planning and Management
    identifier doi10.1061/JWRMD5.WRENG-6714
    journal fristpage04025005-1
    journal lastpage04025005-10
    page10
    treeJournal of Water Resources Planning and Management:;2025:;Volume ( 151 ):;issue: 005
    contenttypeFulltext
    DSpace software copyright © 2002-2015  DuraSpace
    نرم افزار کتابخانه دیجیتال "دی اسپیس" فارسی شده توسط یابش برای کتابخانه های ایرانی | تماس با یابش
    yabeshDSpacePersian
     
    DSpace software copyright © 2002-2015  DuraSpace
    نرم افزار کتابخانه دیجیتال "دی اسپیس" فارسی شده توسط یابش برای کتابخانه های ایرانی | تماس با یابش
    yabeshDSpacePersian