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    Event and Continuous Hydrologic Modeling with HEC-HMS

    Source: Journal of Irrigation and Drainage Engineering:;2009:;Volume ( 135 ):;issue: 001
    Author:
    Xuefeng Chu
    ,
    Alan Steinman
    DOI: 10.1061/(ASCE)0733-9437(2009)135:1(119)
    Publisher: American Society of Civil Engineers
    Abstract: Event hydrologic modeling reveals how a basin responds to an individual rainfall event (e.g., quantity of surface runoff, peak, timing of the peak, detention). In contrast, continuous hydrologic modeling synthesizes hydrologic processes and phenomena (i.e., synthetic responses of the basin to a number of rain events and their cumulative effects) over a longer time period that includes both wet and dry conditions. Thus, fine-scale event hydrologic modeling is particularly useful for understanding detailed hydrologic processes and identifying the relevant parameters that can be further used for coarse-scale continuous modeling, especially when long-term intensive monitoring data are not available or the data are incomplete. Joint event and continuous hydrologic modeling with the Hydrologic Engineering Center’s Hydrologic Modeling System (HEC-HMS) is discussed in this technical note and an application to the Mona Lake watershed in west Michigan is presented. Specifically, four rainfall events were selected for calibrating/verifying the event model and identifying model parameters. The calibrated parameters were then used in the continuous hydrologic model. The Soil Conservation Service curve number and soil moisture accounting methods in HEC-HMS were used for simulating surface runoff in the event and continuous models, respectively, and the relationship between the two rainfall-runoff models was analyzed. The simulations provided hydrologic details about quantity, variability, and sources of runoff in the watershed. The model output suggests that the fine-scale (
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      Event and Continuous Hydrologic Modeling with HEC-HMS

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    contributor authorXuefeng Chu
    contributor authorAlan Steinman
    date accessioned2017-05-08T20:50:14Z
    date available2017-05-08T20:50:14Z
    date copyrightFebruary 2009
    date issued2009
    identifier other%28asce%290733-9437%282009%29135%3A1%28119%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/28745
    description abstractEvent hydrologic modeling reveals how a basin responds to an individual rainfall event (e.g., quantity of surface runoff, peak, timing of the peak, detention). In contrast, continuous hydrologic modeling synthesizes hydrologic processes and phenomena (i.e., synthetic responses of the basin to a number of rain events and their cumulative effects) over a longer time period that includes both wet and dry conditions. Thus, fine-scale event hydrologic modeling is particularly useful for understanding detailed hydrologic processes and identifying the relevant parameters that can be further used for coarse-scale continuous modeling, especially when long-term intensive monitoring data are not available or the data are incomplete. Joint event and continuous hydrologic modeling with the Hydrologic Engineering Center’s Hydrologic Modeling System (HEC-HMS) is discussed in this technical note and an application to the Mona Lake watershed in west Michigan is presented. Specifically, four rainfall events were selected for calibrating/verifying the event model and identifying model parameters. The calibrated parameters were then used in the continuous hydrologic model. The Soil Conservation Service curve number and soil moisture accounting methods in HEC-HMS were used for simulating surface runoff in the event and continuous models, respectively, and the relationship between the two rainfall-runoff models was analyzed. The simulations provided hydrologic details about quantity, variability, and sources of runoff in the watershed. The model output suggests that the fine-scale (
    publisherAmerican Society of Civil Engineers
    titleEvent and Continuous Hydrologic Modeling with HEC-HMS
    typeJournal Paper
    journal volume135
    journal issue1
    journal titleJournal of Irrigation and Drainage Engineering
    identifier doi10.1061/(ASCE)0733-9437(2009)135:1(119)
    treeJournal of Irrigation and Drainage Engineering:;2009:;Volume ( 135 ):;issue: 001
    contenttypeFulltext
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