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    New Model for Simulating Hydrologic Processes under Influence of Surface Depressions

    Source: Journal of Hydrologic Engineering:;2019:;Volume ( 024 ):;issue: 005
    Author:
    Ning Wang; Xiaodong Zhang; Xuefeng Chu
    DOI: 10.1061/(ASCE)HE.1943-5584.0001772
    Publisher: American Society of Civil Engineers
    Abstract: Surface depressions significantly influence hydrologic processes. In traditional semidistributed models, however, the entire area is connected to the outlet of a watershed and surface depressions are often lumped as a single depth to control runoff water release. As a result, hydrologic processes related to topographic characteristics of depressions cannot be directly simulated. The objective of this study is to quantify the impact of depressions on rainfall-runoff processes and the mechanism of dynamic water release from depressions. To achieve this objective, a new semidistributed depression-oriented hydrologic model (HYDROL-D) is developed. Unlike the traditional methods, a unique modeling framework is proposed in HYDROL-D to facilitate separate modeling for the depressional area (DA) and nondepressional area (NDA) of each subbasin. A DA is further divided into time-varying contributing area (CA) and ponding area (PA). A depression-dominated delineation (D-cubed) algorithm is utilized to provide specific characteristics of surface depressions (e.g., maximum depression storage and maximum ponding area at various depression levels for all subbasins), which are processed to define the characteristic areas (i.e., NDA, DA, CA, and PA), varying functions of CA and PA, and the hierarchical control thresholds for water release in HYDROL-D. The model was applied to a site in North Dakota, compared with the widely-used hydrologic modeling system Hydrologic Engineering Center, Hydrologic Modeling System (HEC-HMS), and calibrated using the observed data. The results demonstrated that because of the discontinuity caused by depressions, only a small portion of the study area contributed water directly to the outlet. The new modeling framework was able to effectively account for the dynamic processes associated with surface depressions. In addition, compared with the single threshold, multiple hierarchical control thresholds showed a better ability to reveal the mechanism of dynamic water release from depressions.
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      New Model for Simulating Hydrologic Processes under Influence of Surface Depressions

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    contributor authorNing Wang; Xiaodong Zhang; Xuefeng Chu
    date accessioned2019-03-10T12:12:22Z
    date available2019-03-10T12:12:22Z
    date issued2019
    identifier other%28ASCE%29HE.1943-5584.0001772.pdf
    identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4255092
    description abstractSurface depressions significantly influence hydrologic processes. In traditional semidistributed models, however, the entire area is connected to the outlet of a watershed and surface depressions are often lumped as a single depth to control runoff water release. As a result, hydrologic processes related to topographic characteristics of depressions cannot be directly simulated. The objective of this study is to quantify the impact of depressions on rainfall-runoff processes and the mechanism of dynamic water release from depressions. To achieve this objective, a new semidistributed depression-oriented hydrologic model (HYDROL-D) is developed. Unlike the traditional methods, a unique modeling framework is proposed in HYDROL-D to facilitate separate modeling for the depressional area (DA) and nondepressional area (NDA) of each subbasin. A DA is further divided into time-varying contributing area (CA) and ponding area (PA). A depression-dominated delineation (D-cubed) algorithm is utilized to provide specific characteristics of surface depressions (e.g., maximum depression storage and maximum ponding area at various depression levels for all subbasins), which are processed to define the characteristic areas (i.e., NDA, DA, CA, and PA), varying functions of CA and PA, and the hierarchical control thresholds for water release in HYDROL-D. The model was applied to a site in North Dakota, compared with the widely-used hydrologic modeling system Hydrologic Engineering Center, Hydrologic Modeling System (HEC-HMS), and calibrated using the observed data. The results demonstrated that because of the discontinuity caused by depressions, only a small portion of the study area contributed water directly to the outlet. The new modeling framework was able to effectively account for the dynamic processes associated with surface depressions. In addition, compared with the single threshold, multiple hierarchical control thresholds showed a better ability to reveal the mechanism of dynamic water release from depressions.
    publisherAmerican Society of Civil Engineers
    titleNew Model for Simulating Hydrologic Processes under Influence of Surface Depressions
    typeJournal Paper
    journal volume24
    journal issue5
    journal titleJournal of Hydrologic Engineering
    identifier doi10.1061/(ASCE)HE.1943-5584.0001772
    page04019008
    treeJournal of Hydrologic Engineering:;2019:;Volume ( 024 ):;issue: 005
    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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