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   simulation of flow pattern in intake by using a numerical model  
   
نویسنده babagoli sefidkoohi reza ,shahidi ali ,ramezani yousef ,kahe mehdi
منبع water harvesting research - 2017 - دوره : 2 - شماره : 1 - صفحه:24 -36
چکیده    Lateral intake is a structure constructed next to a main channel to divert part of the flow within the channel. the separated area of the flow in the entrance of intake channel has no effect on flow discharge while reduces the effective crosssectional area of the intake, as well as the bed load, which enters the intake due to low velocity flow deposits in this area. thus, knowing the dimensions of the separated area at the intake channel entrance is particularly important. in this study, flow separation zone was calculated at the intake entrance of 90 degree in three depths of 3, 6, and 12 cm from the bottom of the channel for discharge ratios of 0.2 and 0.4, 0.6 and 0.8 in five turbulence models using threedimensional flow-3d model. in order to determine the accuracy of the model in predicting the dimensions of the separated areas, the obtained results were compared with the results of the physical model. streamlines were drawn and dimensions of the separated areas were determined. in comparing results between the laboratory observations and the predicted ones by numerical model, reynolds normal group model (rng) had better predictions, with a correlation coefficient of 0.97, root mean square error of 3.16, and a mean absolute error of 2.3 cm, than other turbulence models.
کلیدواژه intake 90° ,flow pattern ,turbulence models ,flow-3d numerical model ,laboratory observations
آدرس university of birjand, water engineering department, ایران, university of birjand, water engineering department, ایران, university of birjand, water engineering department, ایران, shahid chamran university of ahvaz, hydraulic structures department, ایران
پست الکترونیکی mehdi.kaheh.17@gmail.com
 
     
   
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