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    Development of a Mathematical Model of Lopac Gates in Accordance with the ICSS Hydrodynamic Model 

    Source: Journal of Irrigation and Drainage Engineering:;2016:;Volume ( 142 ):;issue: 010
    Author(s): R. Naghaei; M. J. Monem
    Publisher: American Society of Civil Engineers
    Abstract: A Lopac gate is one type of upstream control structures in irrigation canals. Advantages of a Lopac gate include performing as an overflow structure, letting sediments and floating bodies pass simultaneously, as well as ...
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    Comparing the Performance of FSL and Traditional Operation Methods for On-Request Water Delivery in the Aghili Network, Iran 

    Source: Journal of Irrigation and Drainage Engineering:;2016:;Volume ( 142 ):;issue: 011
    Author(s): H. Savari; M. J. Monem; K. Shahverdi
    Publisher: American Society of Civil Engineers
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    Extraction of the Flow Rate Equation under Free and Submerged Flow Conditions in Pivot Weirs with Different Side Contractions 

    Source: Journal of Irrigation and Drainage Engineering:;2016:;Volume ( 142 ):;issue: 008
    Author(s): N. Sheikh Rezazadeh Nikou; M. J. Monem; K. Safavi
    Publisher: American Society of Civil Engineers
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    Application of an In-Line Storage Strategy to Improve the Operational Performance of Main Irrigation Canals Using Model Predictive Control 

    Source: Journal of Irrigation and Drainage Engineering:;2013:;Volume ( 139 ):;issue: 008
    Author(s): S. M. Hashemy; M. J. Monem; J. M. Maestre; P. J. Van Overloop
    Publisher: American Society of Civil Engineers
    Abstract: Storing water in main irrigation canal reaches could be an influential strategy to improve the existing operational activities in the irrigation canals. However, the control of such a canal system will become much more ...
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