نوع مقاله : مقاله پژوهشی
نویسندگان
1 دانشآموخته کارشناسی ارشد مهندسی عمران -آب، گروه مهندسی عمران، دانشگاه رازی کرمانشاه
2 استادیار گروه مهندسی آب، دانشکده کشاورزی، دانشگاه آزاد اسلامی، واحد کرمانشاه
چکیده
کلیدواژه‌ها
موضوعات
عنوان مقاله [English]
نویسندگان [English]
A side weir is being installed as a flow control structure on the side of the main channel. When the
water level exceeds the crest level of the side weir, the additional flow will spill over the weir crest
and divert into the side channel. This type of structures has wide application in urban sewage
disposal, water supply systems, drainage and flood diversion networks. In this study, the free
surface of flow and the side weir discharge were simulated using FLOW-3D software. The RNG k-
ε turbulence model was used for simulation of the flow field turbulence. Also the volume of fluid
(VOF) scheme was applied to predict the variations of flow free surface. Comparing numerical
simulations with experimental results showed the acceptable accuracy of numerical model. Next,
the discharge coefficient of side weir and the free surface of flow variations were evaluated for
different discharges of the main channel. Then the variation of the width of the separating stream
surface from bed of the main channel toward the free surface of flow was investigated. Also, the
circular channel effects on the pattern and strength of the secondary flow were studied. The effects
of the main channel discharge on the stagnation point height and bed shear stress pattern were
investigated. According to the subcritical flows pattern, the flow depth was increased from the side
weir upstream end towards its downstream end. For all longitudinal profiles with increasing
discharges within circular channel, the flow depth was increased along the side weir.
کلیدواژه‌ها [English]
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