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    Mapping of Floodplain Retention and Active Flow Area in 1D Models for Large and Regional-Scale Hydrodynamic Modeling

    Source: Journal of Hydrologic Engineering:;2019:;Volume ( 024 ):;issue: 003
    Author:
    Ireneusz Laks
    DOI: 10.1061/(ASCE)HE.1943-5584.0001754
    Publisher: American Society of Civil Engineers
    Abstract: One-dimensional (1D) models based on the Saint-Venant set of equations (1D–SVE) are frequently used for large- and regional-scale hydrodynamic modeling due to their low implementation costs and small computation time compared with more advanced two-dimensional (2D) or three-dimensional (3D) models. A simplified description of the flow transformation, which is a weakness of the most commonly used methods to solve 1D-SVE, and the lack of accurate river topography can make it difficult to achieve reliable flow transformation results for a long section of a river. Mapping of floodplain retention and determining the active flow area are issues that significantly affect the results obtained from 1D numerical models. The methods described in this study attempt to reduce the retention mapping error and facilitate the determination of the active flow area in models based on 1D-SVE. On the basis of high-resolution digital elevation models (DEMs) a volume–water level relationship was introduced into the continuity equation. As a result, the error of water volume retention mapping in the applied hydrodynamic model based on 1D-SVE was decreased by 33% for the case study section of the Warta River in Poland. It was also shown that the proposed methodology for determining the active flow area in 1D models can be used for both wide natural floodplains and narrower embanked floodplains. It allows mapping the active flow area by introducing an additional model-specific parameter CT (slip velocity in Pasche’s method).
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      Mapping of Floodplain Retention and Active Flow Area in 1D Models for Large and Regional-Scale Hydrodynamic Modeling

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    contributor authorIreneusz Laks
    date accessioned2019-03-10T12:11:57Z
    date available2019-03-10T12:11:57Z
    date issued2019
    identifier other%28ASCE%29HE.1943-5584.0001754.pdf
    identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4255075
    description abstractOne-dimensional (1D) models based on the Saint-Venant set of equations (1D–SVE) are frequently used for large- and regional-scale hydrodynamic modeling due to their low implementation costs and small computation time compared with more advanced two-dimensional (2D) or three-dimensional (3D) models. A simplified description of the flow transformation, which is a weakness of the most commonly used methods to solve 1D-SVE, and the lack of accurate river topography can make it difficult to achieve reliable flow transformation results for a long section of a river. Mapping of floodplain retention and determining the active flow area are issues that significantly affect the results obtained from 1D numerical models. The methods described in this study attempt to reduce the retention mapping error and facilitate the determination of the active flow area in models based on 1D-SVE. On the basis of high-resolution digital elevation models (DEMs) a volume–water level relationship was introduced into the continuity equation. As a result, the error of water volume retention mapping in the applied hydrodynamic model based on 1D-SVE was decreased by 33% for the case study section of the Warta River in Poland. It was also shown that the proposed methodology for determining the active flow area in 1D models can be used for both wide natural floodplains and narrower embanked floodplains. It allows mapping the active flow area by introducing an additional model-specific parameter CT (slip velocity in Pasche’s method).
    publisherAmerican Society of Civil Engineers
    titleMapping of Floodplain Retention and Active Flow Area in 1D Models for Large and Regional-Scale Hydrodynamic Modeling
    typeJournal Paper
    journal volume24
    journal issue3
    journal titleJournal of Hydrologic Engineering
    identifier doi10.1061/(ASCE)HE.1943-5584.0001754
    page04019001
    treeJournal of Hydrologic Engineering:;2019:;Volume ( 024 ):;issue: 003
    contenttypeFulltext
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