کد مقاله کد نشریه سال انتشار مقاله انگلیسی نسخه تمام متن
708757 1461098 2014 11 صفحه PDF دانلود رایگان
عنوان انگلیسی مقاله ISI
The effect of increasing the number of cycles on the performance of labyrinth side weir
ترجمه فارسی عنوان
تأثیر افزایش تعداد سیکل ها در عملکرد لرزه ای لبه دار
کلمات کلیدی
خلیفه طرف چپ، ضریب تخلیه، مشخصات سطح آب، آزمایش تجربی، تعداد چرخه
موضوعات مرتبط
مهندسی و علوم پایه سایر رشته های مهندسی کنترل و سیستم های مهندسی
چکیده انگلیسی


• More zigzag along the main channel side weir makes water surface more uniform.
• Amount of energy along the weir has fallen by increasing number of cycle.
• Labyrinth weirs increase Cm value 1.38–2.8 times compared to conventional weirs.
• Labyrinth weirs raise Cm value 1.2–1.7 times compared to modified oblique weirs.

Side weir is one of the most common hydraulic structures, which is used as a deviatory structure in rivers, irrigation and drainage channels and also in urban sewage collection systems. One of the ways to improve the efficiency of the performance of the side weir is changing the geometry of the weir.The effect of deformation and cycle number increase on the hydraulics of the flow was investigated in the side weir, through conducting 360 experiments on the labyrinth weir in three cycles 2, 1 and 4 and the discharge coefficient was obtained for different modes. The results showed that cycle number increase leads to the reduction of flaws such as Eddy flows, decrease of weir input and sudden flow increase along the weir and it also reduces the projection length of the weir. The results indicated that the weirs with cycles 1 and 2 have higher Cm. Also, upon comparison with rectangular weirs, labyrinth weirs increase Cm 1.5 to 3 times and 30% in comparison with modified oblique side weirs (in all cycles).

ناشر
Database: Elsevier - ScienceDirect (ساینس دایرکت)
Journal: Flow Measurement and Instrumentation - Volume 39, October 2014, Pages 35–45
نویسندگان
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