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    Runoff Temperature Model for Paved Surfaces

    Source: Journal of Hydrologic Engineering:;2009:;Volume ( 014 ):;issue: 010
    Author:
    William R. Herb
    ,
    Ben Janke
    ,
    Omid Mohseni
    ,
    Heinz G. Stefan
    DOI: 10.1061/(ASCE)HE.1943-5584.0000108
    Publisher: American Society of Civil Engineers
    Abstract: Interest in thermal pollution due to storm-water runoff has risen significantly since it was recognized that fish habitat in coldwater streams may deteriorate or even disappear following urban development or logging. The need to project changes in both runoff temperature and volume in response to land use changes has been recognized. Surface runoff hydrographs can be predicted or simulated using a variety of existing models. Few tools exist to predict or simulate the thermograph of that runoff, i.e., the water flow rate and temperature as a function of time. To simulate runoff temperature for small parcels of land of uniform cover such as parking lots, a new hydrothermal runoff model was developed. The runoff portion of the model is semianalytical and spatially integrated. The runoff model is discrete in time, so that it may be used to analyze events with observed rainfall intensity variations at a resolution of 15 min or less. The runoff model closely approximates the simulation results of a one-dimensional kinematic wave model. For runoff temperature simulations, a heat transfer model was linked to the runoff model. The heat transfer model includes heat conduction to the ground and heat exchange with the atmosphere. Weather data at short time resolution (e.g., 15 min) are a model input requirement. To test and illustrate the usefulness of the hydrothermal runoff model, the response of a 24-acre parking lot to three midsummer rainfall events was simulated. The model was found to predict the average runoff temperatures within
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      Runoff Temperature Model for Paved Surfaces

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    contributor authorWilliam R. Herb
    contributor authorBen Janke
    contributor authorOmid Mohseni
    contributor authorHeinz G. Stefan
    date accessioned2017-05-08T21:48:32Z
    date available2017-05-08T21:48:32Z
    date copyrightOctober 2009
    date issued2009
    identifier other%28asce%29he%2E1943-5584%2E0000129.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/62974
    description abstractInterest in thermal pollution due to storm-water runoff has risen significantly since it was recognized that fish habitat in coldwater streams may deteriorate or even disappear following urban development or logging. The need to project changes in both runoff temperature and volume in response to land use changes has been recognized. Surface runoff hydrographs can be predicted or simulated using a variety of existing models. Few tools exist to predict or simulate the thermograph of that runoff, i.e., the water flow rate and temperature as a function of time. To simulate runoff temperature for small parcels of land of uniform cover such as parking lots, a new hydrothermal runoff model was developed. The runoff portion of the model is semianalytical and spatially integrated. The runoff model is discrete in time, so that it may be used to analyze events with observed rainfall intensity variations at a resolution of 15 min or less. The runoff model closely approximates the simulation results of a one-dimensional kinematic wave model. For runoff temperature simulations, a heat transfer model was linked to the runoff model. The heat transfer model includes heat conduction to the ground and heat exchange with the atmosphere. Weather data at short time resolution (e.g., 15 min) are a model input requirement. To test and illustrate the usefulness of the hydrothermal runoff model, the response of a 24-acre parking lot to three midsummer rainfall events was simulated. The model was found to predict the average runoff temperatures within
    publisherAmerican Society of Civil Engineers
    titleRunoff Temperature Model for Paved Surfaces
    typeJournal Paper
    journal volume14
    journal issue10
    journal titleJournal of Hydrologic Engineering
    identifier doi10.1061/(ASCE)HE.1943-5584.0000108
    treeJournal of Hydrologic Engineering:;2009:;Volume ( 014 ):;issue: 010
    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
    yabeshDSpacePersian