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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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