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    Downstream-Water-Level Control Test Results on the WM Lateral Canal 

    Source: Journal of Irrigation and Drainage Engineering:;2010:;Volume ( 136 ):;issue: 007
    Author(s): A. J. Clemmens; R. J. Strand
    Publisher: American Society of Civil Engineers
    Abstract: On steep canals, distant downstream-water-level control can be challenging. The Software for Automated Canal Management was developed, in part, to test various distant downstream water-level controllers. It was implemented ...
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    Application of Software for Automatic Canal Management (SacMan) to the WM Lateral Canal 

    Source: Journal of Irrigation and Drainage Engineering:;2010:;Volume ( 136 ):;issue: 007
    Author(s): A. J. Clemmens; R. J. Strand
    Publisher: American Society of Civil Engineers
    Abstract: Simulation studies have demonstrated that automatic control of canals is more effective when feedforward scheduling, or routing of know demand changes, is combined with centralized, automatic, distant, downstream water ...
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    Salt River Project Canal Automation Pilot Project: Simulation Tests 

    Source: Journal of Irrigation and Drainage Engineering:;2006:;Volume ( 132 ):;issue: 002
    Author(s): E. Bautista; A. J. Clemmens; R. J. Strand
    Publisher: American Society of Civil Engineers
    Abstract: The feasibility of automatically controlling water levels and deliveries on the Salt River Project (SRP) canal system through computer-based algorithms is being investigated. The proposed control system automates and ...
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    Routing Demand Changes to Users on the WM Lateral Canal with SacMan 

    Source: Journal of Irrigation and Drainage Engineering:;2010:;Volume ( 136 ):;issue: 007
    Author(s): A. J. Clemmens; R. J. Strand; E. Bautista
    Publisher: American Society of Civil Engineers
    Abstract: Most canals have either long travel times or insufficient in-canal storage to operate on demand. Thus most flow changes must be routed through the canal. Volume compensation has been proposed as a method for easily applying ...
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    Simulation of Automatic Canal Control Systems 

    Source: Journal of Irrigation and Drainage Engineering:;2005:;Volume ( 131 ):;issue: 004
    Author(s): A. J. Clemmens; E. Bautista; B. T. Wahlin; R. J. Strand
    Publisher: American Society of Civil Engineers
    Abstract: Simulation models for unsteady open channel flows have been commercially available for more than 2 decades. Most of these models are now available for personal computers and can be used to study the control of irrigation ...
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    Real-Time Implementation of Model Predictive Control on Maricopa-Stanfield Irrigation and Drainage District’s WM Canal 

    Source: Journal of Irrigation and Drainage Engineering:;2010:;Volume ( 136 ):;issue: 011
    Author(s): P. J. van Overloop; A. J. Clemmens; R. J. Strand; R. M. J. Wagemaker; E. Bautista
    Publisher: American Society of Civil Engineers
    Abstract: Water resources are limited in many agricultural areas. One method to improve the effective use of water is to improve delivery service from irrigation canals. This can be done by applying automatic control methods that ...
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    Estimating Canal Pool Resonance with Auto Tune Variation 

    Source: Journal of Irrigation and Drainage Engineering:;2012:;Volume ( 138 ):;issue: 001
    Author(s): A. J. Clemmens; X. Litrico; P.-J. van Overloop; R. J. Strand
    Publisher: American Society of Civil Engineers
    Abstract: The integrator-delay (ID) model is commonly used to model canal pools that do not exhibit resonance behavior. Simple step tests are often used to estimate ID model parameters; namely, delay time and backwater surface area. ...
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    DSpace software copyright © 2002-2015  DuraSpace
    نرم افزار کتابخانه دیجیتال "دی اسپیس" فارسی شده توسط یابش برای کتابخانه های ایرانی | تماس با یابش
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    DSpace software copyright © 2002-2015  DuraSpace
    نرم افزار کتابخانه دیجیتال "دی اسپیس" فارسی شده توسط یابش برای کتابخانه های ایرانی | تماس با یابش
    yabeshDSpacePersian