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    Temperature Model for Highly Transient Shallow Streams

    Source: Journal of Hydraulic Engineering:;1997:;Volume ( 123 ):;issue: 001
    Author:
    Kyung Sub Kim
    ,
    Steven C. Chapra
    DOI: 10.1061/(ASCE)0733-9429(1997)123:1(30)
    Publisher: American Society of Civil Engineers
    Abstract: The development and application of a one-dimensional heat transport model in highly transient streams governed by unsteady flow is described here. The resultant framework consists of two modules called the hydrodynamic and heat transport modules. In the hydrodynamic module, the hydraulic variables such as flow depth and velocity are simulated. Based on this information, the heat transport module is executed to calculate temperatures. A new approach—coupling heat transport in the surface water and diffusion in the sediment zone—is developed and applied for this module. In this approach, an interaction term accounts for the flux of heat energy between the water and sediments, which affects the distribution of water temperature in clear and shallow streams. Implicit finite difference methods called the Preissmann four-point and the Crank-Nicolson schemes are used to solve each module. Application of this framework demonstrates that the model effectively simulates the hydraulic variables and temperatures.
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      Temperature Model for Highly Transient Shallow Streams

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    contributor authorKyung Sub Kim
    contributor authorSteven C. Chapra
    date accessioned2017-05-08T20:42:40Z
    date available2017-05-08T20:42:40Z
    date copyrightJanuary 1997
    date issued1997
    identifier other%28asce%290733-9429%281997%29123%3A1%2830%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/24332
    description abstractThe development and application of a one-dimensional heat transport model in highly transient streams governed by unsteady flow is described here. The resultant framework consists of two modules called the hydrodynamic and heat transport modules. In the hydrodynamic module, the hydraulic variables such as flow depth and velocity are simulated. Based on this information, the heat transport module is executed to calculate temperatures. A new approach—coupling heat transport in the surface water and diffusion in the sediment zone—is developed and applied for this module. In this approach, an interaction term accounts for the flux of heat energy between the water and sediments, which affects the distribution of water temperature in clear and shallow streams. Implicit finite difference methods called the Preissmann four-point and the Crank-Nicolson schemes are used to solve each module. Application of this framework demonstrates that the model effectively simulates the hydraulic variables and temperatures.
    publisherAmerican Society of Civil Engineers
    titleTemperature Model for Highly Transient Shallow Streams
    typeJournal Paper
    journal volume123
    journal issue1
    journal titleJournal of Hydraulic Engineering
    identifier doi10.1061/(ASCE)0733-9429(1997)123:1(30)
    treeJournal of Hydraulic Engineering:;1997:;Volume ( 123 ):;issue: 001
    contenttypeFulltext
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