کد مقاله | کد نشریه | سال انتشار | مقاله انگلیسی | نسخه تمام متن |
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1707128 | 1012503 | 2007 | 14 صفحه PDF | دانلود رایگان |

A three-dimensional steady-state mathematical model is considered for predicting the fate of dissolved contaminants in rivers and channels under turbulent flow conditions. The model allows for variable velocity fields and non-uniform turbulent diffusivities within channels of rectangular cross sections. Making use of the Generalized Integral Transform Technique (GITT), a hybrid numerical–analytical solution for the concentration fields is then obtained. The solution convergence behavior is investigated and the criterion for reordering the terms in the infinite series is discussed, with the aim of reducing the computational effort associated with the multiple eigenfunction expansions. A test case is presented to illustrate the proposed approach.
Journal: Applied Mathematical Modelling - Volume 31, Issue 12, December 2007, Pages 2719–2732