سیویلیکا را در شبکه های اجتماعی دنبال نمایید.

Effects of side orifice dimensions on characteristics of flow field in rectangular channels

Publish Year: 1401
Type: Journal paper
Language: English
View: 369

This Paper With 8 Page And PDF Format Ready To Download

Export:

Link to this Paper:

Document National Code:

JR_ARWW-9-1_003

Index date: 27 June 2022

Effects of side orifice dimensions on characteristics of flow field in rectangular channels abstract

In this paper, the flow in the vicinity of rectangular side orifices placed in main channels is estimated by means of the FLOW-3D model. To reconstruct the flow free surface, the volume of fluid (VOF) approach is utilized. In addition, the standard k-ε and RNG k-ε turbulence models are employed to predict turbulence flow. According to the results obtained from the numerical modeling, the RNG k-ε turbulence model has higher accuracy than the standard k-ε. The analysis of the numerical modeling results proved that this model forecasts the discharge coefficient of side weirs with suitable accuracy. On the other hand, the mean absolute percent error (MAPE) is calculated equal to 12.204%. Also, the maximum pressure is simulated near the main channel bed. Moreover, the minimum pressure is estimated near the flow free surface. Regarding the numerical simulations, the maximum turbulence energy state occurs near the inlet of the side orifice and by increasing the side orifice dimensions the flow field turbulence energy value increases.

Effects of side orifice dimensions on characteristics of flow field in rectangular channels Keywords:

Effects of side orifice dimensions on characteristics of flow field in rectangular channels authors

Babak Sanahmadi

Department of Water Science and Engineering, Faculty of Agriculture, Bu-Ali Sina University, Hamadan, Iran.

Majeid Heydari

Department of Water Science and Engineering, Faculty of Agriculture, Bu-Ali Sina University, Hamadan, Iran.

Saeed Gohari

Department of Water Science and Engineering, Faculty of Agriculture, Bu-Ali Sina University, Hamadan, Iran.

Saeid Shabanlou

Department of Water Engineering, Faculty of Agriculture, Kermanshah Branch, Islamic Azad University, Kermanshah, Iran.

مراجع و منابع این Paper:

لیست زیر مراجع و منابع استفاده شده در این Paper را نمایش می دهد. این مراجع به صورت کاملا ماشینی و بر اساس هوش مصنوعی استخراج شده اند و لذا ممکن است دارای اشکالاتی باشند که به مرور زمان دقت استخراج این محتوا افزایش می یابد. مراجعی که مقالات مربوط به آنها در سیویلیکا نمایه شده و پیدا شده اند، به خود Paper لینک شده اند :
Aydin M.C., CFD simulation of free-surface flow over triangular labyrinth ...
Aydin M.C., and Emiroglu M.E., Determination of capacity of labyrinth ...
Azimi H., and Shabanlou S., Numerical study of the effect ...
Azimi H., and Shabanlou S., ۳D Simulation of Supercritical Flow ...
Azimi H., Shabanlou S., Salimi M.S., Free surface and velocity ...
Azimi H., Hadad H., Shokati Z., Salimi M.S., Discharge and ...
Azimi H., and Shabanlou S., The flow pattern in triangular ...
Azimi H., Shabanlou S., Ebtehaj I., Bonakdari, H., Discharge coefficient ...
Azimi H., Shabanlou S., Ebtehaj I., Bonakdari H., Kardar S., ...
Bazaneh M., Khorsand A., Zeinalzadeh K., Besharat S., Evaluation of ...
Ebrahimzadeh A., Ziaei A., Jafarzadeh M., Beheshti A., Sheikh Rezazadeh ...
Hussein A., Ahmad Z.,Asawa G.L., Discharge characteristics of sharp-crested circular ...
Hussein A., Ahmad Z., Asawa G.L., Flow through sharp-crested rectangular ...
Karizi A., and Honar T., Study of flow pattern and ...
Oliveto G., Biggiero V., Hager W.H., Bottom outlet for sewers, ...
Qu J., Three-dimensional turbulence modeling for free surface flows. PhD ...
Ramamurthy A.S., Udoyara S.T.Serraf S., Rectangular lateral orifices in open ...
Ramamurthy A.S., Udoyara S.T., Rao M.V.J., Weir orifice units for ...
Shabanlou S., Yosefvand F., Azimi H., Ebtehaj I., Modeling discharge ...
Tadayon R., Modeling Curvilinear Flows in Hydraulic Structures. PhD thesis, ...
Tarek M., Imran J., Chaudhry H., Numerical modeling of three- ...
نمایش کامل مراجع