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      •   صفحهٔ اصلی
      • نشریات انگلیسی
      • International Journal of Engineering
      • Volume 31, Issue 12
      • مشاهده مورد
      •   صفحهٔ اصلی
      • نشریات انگلیسی
      • International Journal of Engineering
      • Volume 31, Issue 12
      • مشاهده مورد
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      Effect of Opening Holes on the Hydraulic Performance for Crump Weir

      (ندگان)پدیدآور
      AL-Naely, H.Al-Khafaji, Z.Khassaf, S.
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      زبان مدرک
      English
      نمایش کامل رکورد
      چکیده
      Nowadays, developed and applied hydrology become very important thing in the life due to the wide verity advantages for the applications of this field. Hydraulic Structures such as crump weir are placed in channels to estimate or measure flow rate and flow control devices. In this study there is a new performance for crump weir which appears by adding opening holes in the model  of crump weir. Opening holes are working as an energy dissipater and as an improver for the discharge coefficient (Cd). Where the discharge coefficient (Cd) is improved and recorded a higher values in comparison with conventional weir under the same laboratory conditions. The  twenty-eight laboratory experiments were carried out using free flow in a horizontal channel of 12 m length, 0.5 m width and 0.35 m depth for a wide range of discharge. The experimental results indicated that Cd values increase by increasing the number opening holes in body of crumb weir. Thus; increasing the holes numbers from one to two and three holes) increase Cd value about (10, 11 and 13%), respectively as compared with traditional weirs without opening holes. On the other hand, The results revealed better flow behaviour for two holes model than one and three holes, the flow is more stable and the transition flow regime has less instabilities and Energy dissipation rate is the maximum. Thus; the weir crumb with three voids are not stable and it was not easy to localized it in the channel.
      کلید واژگان
      Crump Weir
      Discharge coefficient
      Energy dissipation
      Hydraulic jump
      Hydraulic structure
      Open Channels

      شماره نشریه
      12
      تاریخ نشر
      2018-12-01
      1397-09-10
      ناشر
      Materials and Energy Research Center
      سازمان پدید آورنده
      Civil Engineering Department, Al-Mustaqbal University College, Babylon, Iraq
      Civil Engineering Department, Al-Mustaqbal University College, Babylon, Iraq
      Civil Engineering Department, University of Basrah, Basrah, Iraq

      شاپا
      1025-2495
      1735-9244
      URI
      http://www.ije.ir/article_82261.html
      https://iranjournals.nlai.ir/handle/123456789/337929

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