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    Calibration of a Marsh-Porosity Finite Element Model: Case Study from a Macrotidal Creek and Floodplain in Northern Australia

    Source: Journal of Hydraulic Engineering:;2018:;Volume ( 144 ):;issue: 002
    Author:
    Proudfoot Mitchell;Valentine Eric M.;Evans Kenneth G.;King Ian
    DOI: 10.1061/(ASCE)HY.1943-7900.0001413
    Publisher: American Society of Civil Engineers
    Abstract: This study reports on the key findings from the application of a marsh-porosity model to a complex floodplain environment in northern Australia. The paper addresses the fundamental challenges associated with leakage in the marsh-porosity model, which have previously been described in the literature but have received little recent attention and for which limited guidance is available. A sensitivity analysis was carried out by adjusting the marshing parameters on the floodplain and assessing the effect on the simulated depth in Buffalo Creek. The statistical measures showed a significant improvement in the model performance at the most upstream site, using a combination of low porosity and element elimination on the floodplain. These measurements highlight the importance of focusing on the wetting and drying parameters as well as the bed roughness, in calibrating the marsh-porosity models in macrotidal floodplain environments. This paper also presents the parameter values and a summary of how they can be used to assist future practitioners.
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      Calibration of a Marsh-Porosity Finite Element Model: Case Study from a Macrotidal Creek and Floodplain in Northern Australia

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    https://yetl.yabesh.ir/yetl1/handle/yetl/4249719
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    contributor authorProudfoot Mitchell;Valentine Eric M.;Evans Kenneth G.;King Ian
    date accessioned2019-02-26T07:50:03Z
    date available2019-02-26T07:50:03Z
    date issued2018
    identifier other%28ASCE%29HY.1943-7900.0001413.pdf
    identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4249719
    description abstractThis study reports on the key findings from the application of a marsh-porosity model to a complex floodplain environment in northern Australia. The paper addresses the fundamental challenges associated with leakage in the marsh-porosity model, which have previously been described in the literature but have received little recent attention and for which limited guidance is available. A sensitivity analysis was carried out by adjusting the marshing parameters on the floodplain and assessing the effect on the simulated depth in Buffalo Creek. The statistical measures showed a significant improvement in the model performance at the most upstream site, using a combination of low porosity and element elimination on the floodplain. These measurements highlight the importance of focusing on the wetting and drying parameters as well as the bed roughness, in calibrating the marsh-porosity models in macrotidal floodplain environments. This paper also presents the parameter values and a summary of how they can be used to assist future practitioners.
    publisherAmerican Society of Civil Engineers
    titleCalibration of a Marsh-Porosity Finite Element Model: Case Study from a Macrotidal Creek and Floodplain in Northern Australia
    typeJournal Paper
    journal volume144
    journal issue2
    journal titleJournal of Hydraulic Engineering
    identifier doi10.1061/(ASCE)HY.1943-7900.0001413
    page5017005
    treeJournal of Hydraulic Engineering:;2018:;Volume ( 144 ):;issue: 002
    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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