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    Description and Evaluation of Program Modis

    Source: Journal of Irrigation and Drainage Engineering:;1993:;Volume ( 119 ):;issue: 004
    Author:
    Wytze Schuurmans
    DOI: 10.1061/(ASCE)0733-9437(1993)119:4(735)
    Publisher: American Society of Civil Engineers
    Abstract: MODIS is an implicit hydrodynamic modeling package that computes the unsteady water flow in open canals. MODIS has been developed to investigate the hydraulic performance of dynamic controlled irrigation systems. The MODIS model can run in various computational modes varying from steady‐state mode to a full dynamic mode in which the complete Saint Venant equations are solved. The applied numerical solution technique is always based on finite differences using the Preissmann implicit numerical scheme. In the MODIS model, priority has been given to robustness rather than accuracy, although warning messages are produced when accuracy considerations are violated. The model's innovative features are its accurate computation of structure flow and the real‐time structure‐operation possibilities. The model can also compute the structure parameters needed to realize a specified water level or discharge. This option is useful to generate operational instructions for manually controlled systems. Furthermore, the model has performance indicators that allow for a fast and diagnostic interpretation of the model results. The models weak points are that the user interface is not yet fully menu driven and that the program is not public domain. The program has been applied in many countries for wide variety of water‐management problems.
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      Description and Evaluation of Program Modis

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    http://yetl.yabesh.ir/yetl1/handle/yetl/27472
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    • Journal of Irrigation and Drainage Engineering

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    contributor authorWytze Schuurmans
    date accessioned2017-05-08T20:47:51Z
    date available2017-05-08T20:47:51Z
    date copyrightJuly 1993
    date issued1993
    identifier other%28asce%290733-9437%281993%29119%3A4%28735%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/27472
    description abstractMODIS is an implicit hydrodynamic modeling package that computes the unsteady water flow in open canals. MODIS has been developed to investigate the hydraulic performance of dynamic controlled irrigation systems. The MODIS model can run in various computational modes varying from steady‐state mode to a full dynamic mode in which the complete Saint Venant equations are solved. The applied numerical solution technique is always based on finite differences using the Preissmann implicit numerical scheme. In the MODIS model, priority has been given to robustness rather than accuracy, although warning messages are produced when accuracy considerations are violated. The model's innovative features are its accurate computation of structure flow and the real‐time structure‐operation possibilities. The model can also compute the structure parameters needed to realize a specified water level or discharge. This option is useful to generate operational instructions for manually controlled systems. Furthermore, the model has performance indicators that allow for a fast and diagnostic interpretation of the model results. The models weak points are that the user interface is not yet fully menu driven and that the program is not public domain. The program has been applied in many countries for wide variety of water‐management problems.
    publisherAmerican Society of Civil Engineers
    titleDescription and Evaluation of Program Modis
    typeJournal Paper
    journal volume119
    journal issue4
    journal titleJournal of Irrigation and Drainage Engineering
    identifier doi10.1061/(ASCE)0733-9437(1993)119:4(735)
    treeJournal of Irrigation and Drainage Engineering:;1993:;Volume ( 119 ):;issue: 004
    contenttypeFulltext
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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