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    Dynamic Flow Resistance for Hydrologic Simulations

    Source: Journal of Hydraulic Engineering:;1984:;Volume ( 110 ):;issue: 012
    Author:
    Michael W. Van Liew
    ,
    Keith E. Saxton
    DOI: 10.1061/(ASCE)0733-9429(1984)110:12(1719)
    Publisher: American Society of Civil Engineers
    Abstract: The SEDLAB simulation model, which represents overland runoff and erosion from agricultural watersheds, has been revised to include dynamic overland and channel flow resistances, new infiltration methods, and improved sediment transport equations. Two parameters which represent overland and channel flow resistance in the simulation model were calibrated from event data on W‐1 near Treynor, Iowa, and related to observed roughness features on the watershed. These parameters were found to change in a manner which represented the event‐to‐event variation in flow resistance due to tillage, rill development, and changes in residue, crop, and vegetative cover. The methods and parameters developed on watershed W‐1 to represent flow resistance were applied to events on adjacent W‐2 near Treynor, Iowa, with good results. The flow resistance parameters determined in this study are representative of watersheds with loessial soil, contoured fields, and a corn crop. Further testing on other agricultural watersheds is needed to define the dynamic variations of flow resistance caused by antecedent rainfall, runoff, crop, and land management.
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      Dynamic Flow Resistance for Hydrologic Simulations

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    http://yetl.yabesh.ir/yetl1/handle/yetl/22245
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    contributor authorMichael W. Van Liew
    contributor authorKeith E. Saxton
    date accessioned2017-05-08T20:38:48Z
    date available2017-05-08T20:38:48Z
    date copyrightDecember 1984
    date issued1984
    identifier other%28asce%290733-9429%281984%29110%3A12%281719%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/22245
    description abstractThe SEDLAB simulation model, which represents overland runoff and erosion from agricultural watersheds, has been revised to include dynamic overland and channel flow resistances, new infiltration methods, and improved sediment transport equations. Two parameters which represent overland and channel flow resistance in the simulation model were calibrated from event data on W‐1 near Treynor, Iowa, and related to observed roughness features on the watershed. These parameters were found to change in a manner which represented the event‐to‐event variation in flow resistance due to tillage, rill development, and changes in residue, crop, and vegetative cover. The methods and parameters developed on watershed W‐1 to represent flow resistance were applied to events on adjacent W‐2 near Treynor, Iowa, with good results. The flow resistance parameters determined in this study are representative of watersheds with loessial soil, contoured fields, and a corn crop. Further testing on other agricultural watersheds is needed to define the dynamic variations of flow resistance caused by antecedent rainfall, runoff, crop, and land management.
    publisherAmerican Society of Civil Engineers
    titleDynamic Flow Resistance for Hydrologic Simulations
    typeJournal Paper
    journal volume110
    journal issue12
    journal titleJournal of Hydraulic Engineering
    identifier doi10.1061/(ASCE)0733-9429(1984)110:12(1719)
    treeJournal of Hydraulic Engineering:;1984:;Volume ( 110 ):;issue: 012
    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
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