Volume 23, Issue 4 (Special Issue of Flood and Soil Erosion, Winter 2019)                   JWSS 2019, 23(4): 255-271 | Back to browse issues page

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Honarbakhsh A, Fathi M, Rostami M. Numerical Analysis of Hydraulic Flow in a River Alluvial Fan with the CCHE2D (A Case Study: Oregon River between the Sudjan Bridge and Dimeh). JWSS. 2019; 23 (4) :255-271
URL: http://jstnar.iut.ac.ir/article-1-3484-en.html
1. Faculty of Natural Resources and Earth Sciences, University of Shahrekord, Shahrekord, Iran. , afshin.honarbakhsh@gmail.com
Abstract:   (3394 Views)
In general, rivers are one of the best and most accessible water resources at the disposal of mankind.  So, given the effect of the force of water and changes on the  flow patterns and consequently, on river morphology changes, the analysis of the flow in the river is important and necessary to organize projects, flood control and water supply structures downstream. In this study, by using numerical models CCHE2D hydraulic conditions Dimeh River Bridge between Oregon Bridge Sudjan was investigated. CCHE Model is a mathematical model capable of simulating the flow patterns and sediment transport in rivers and canals laboratory network. The numerical model in 1998, based on the calculations by the National Centre for Water Science and Engineering, University of Mississippi (NCCHE), was developed and has been applied in many research projects related to water engineering. At the outset, the input data required model provides and numerical model was implemented. In the next step, the results of the model were calibrated and validated using field data measurements; eventually, they were extracted and their model results were compared; it was confirmed that CCHE model could still simulate the flow pattern.
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Type of Study: Research | Subject: Ggeneral
Received: 2017/03/15 | Accepted: 2018/11/17 | Published: 2019/12/31

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