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      •   صفحهٔ اصلی
      • نشریات انگلیسی
      • Water Harvesting Research
      • Volume 2, Issue 1
      • مشاهده مورد
      •   صفحهٔ اصلی
      • نشریات انگلیسی
      • Water Harvesting Research
      • Volume 2, Issue 1
      • مشاهده مورد
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      Simulation of flow pattern in intake by using a numerical model

      (ندگان)پدیدآور
      Babagoli Sefidkoohi, Rezashahidi, aliRamezani, YousefKahe, Mehdi
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      نوع مدرک
      Text
      Research Paper
      زبان مدرک
      English
      نمایش کامل رکورد
      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 cross-sectional 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 three-dimensional 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.
      کلید واژگان
      Intake 90°
      Flow pattern
      Turbulence models
      Flow-3D numerical model
      Laboratory observations

      شماره نشریه
      1
      تاریخ نشر
      2017-03-01
      1395-12-11
      ناشر
      University of Birjand
      سازمان پدید آورنده
      M.Sc. Graduate, Water Engineering Department, University of Birjand
      Associate Professor, Water Engineering Department, University of Birjand
      Assistant Professor, Water Engineering Department, University of Birjand
      Ph.D. Graduate, Hydraulic Structures Department, Shahid Chamran University of Ahvaz

      شاپا
      2476-6976
      2476-7603
      URI
      https://dx.doi.org/10.22077/jwhr.2017.593
      http://jwhr.birjand.ac.ir/article_593.html
      https://iranjournals.nlai.ir/handle/123456789/27683

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