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شبیه‌سازی اثر نسبت راس سرریزکنگره‌ای ذوزنقه‌ای بر ضریب آبگذری با نرم‌افزار FLOW 3D | ||
| تحقیقات مهندسی سازه های آبیاری و زهکشی | ||
| دوره 25، زمستان - شماره پیاپی 97، بهمن 1403، صفحه 95-79 اصل مقاله (876.31 K) | ||
| نوع مقاله: مقاله پژوهشی | ||
| شناسه دیجیتال (DOI): 10.22092/idser.2025.368514.1607 | ||
| نویسندگان | ||
| صائب الغزی1؛ جواد مظفری* 2 | ||
| 1گروه علوم و مهندسی آب دانشگاه اراک، ایران | ||
| 2دانشیار گروه علوم و مهندسی آب دانشگاه اراک، ایران | ||
| چکیده | ||
| سرریزهای کنگره‌ای، نسبت به سرریزهای خطی، دارای طول بیشتری دارند و دبی بیشتری را در هد ثابت آب از خود عبور می‌دهند. در این پژوهش به بررسی ضریب آبگذری در سرریز کنگره‌ای مثلثی و ذوزنقه‌ای با استفاده از نرم افزار FLOW 3D و مدل k-ε RNG پرداخته شد. بررسی‌ها نشان داد که با افزایش هد نسبی (H_T⁄P) و نیز با افزایش نسبت بزرگنمایی، استغراق موضعی و تداخل تیغه‌های ریزشی افزایش می‌یابد و سبب کاهش ضریب دبی در سرریز کنگره‌ای مثلثی و ذوزنقه‌ای می‌شود. نتایج نشان داد با افزایش نسبت راس، تا 12/7 درصد ضریب دبی کاهش می‌یابد. با افزایش عرض راس، تا 20 سانتی‌متر در سرریزکنگره‌ای ذوزنقه‌ای، منطقه ای بزرگتر در بالادست راس سرریز با سرعت کمتر ایجاد می‌شود و آشفتگی بیشتری در جریان نزدیک به راس به وجود می آید. از طرفی، ایجاد سرعت کمتر در راس سبب حرکت جریان به سمت کناره‌ها می‌شود که حرکت جریان به سمت کناره‌ها سبب ایجاد آشفتگی بیشتری در کناره‌ها شده و ضریب دبی را کاهش خواهد داد. نتایج نشان داد همچنین که سرریزکنگره‌ای ذوزنقه‌ای با عرض راس در کناره‌ها، عملکرد کمتری را نشان می‌دهد زیرا میزان تداخل تیغه‌های ریزشی و استغراق موضعی در راس آن بیشتر است. | ||
| کلیدواژه‌ها | ||
| استغراق موضعی؛ تداخل تیغه ریزشی؛ سرریز کنگره‌ای ذوزنقه‌ای؛ سرریز کنگره‌ای مثلثی | ||
| عنوان مقاله [English] | ||
| Simulating the effect of trapezoidal labyrinth weir apex ratio on discharge coefficient using Flow-3D software | ||
| نویسندگان [English] | ||
| Saeb Alghezi1؛ Javad Mozaffari2 | ||
| 1Water science & engineering department, Arak University, Iran | ||
| 2Associate Professor, Water Science & Engineering, Arak University, Iran | ||
| چکیده [English] | ||
| Introduction Labyrinth weirs have a longer length than linear weirs and therefore pass more flow in the fixed width of the channel. Investigating a labyrinth weir with the highest efficiency at a fixed width can help reduce construction costs and also allow flow to pass at a lower height. However, investigating physical models to determine a labyrinth weir with a more appropriate efficiency will be costly. While using simulation software, in addition to reducing costs, allows for the creation of different labyrinth weir shapes in the software. The discharge coefficient of a labyrinth weir is affected by various parameters, one of which is the apex ratio. These parameters can be effective on the nappe interference, local submergence, and the creation of turbulence in the flow. In this study, the effect of different apex ratios in a labyrinth weir will be investigated. Methodology In this research, the flow in triangular and trapezoidal Labyrinth weir was investigated using FLOW 3D software and RNG k-ε model.To investigate the effect of the apex ratio, nine labyrith weir models were simulated with magnification ratios L⁄W=2, L⁄W=3, and L⁄W=4. Three triangular labyrith weir models with an apex ratio of zero, three trapezoidal labyrith weir models with an apex ratio of 0.125, and three trapezoidal labyrith weir models with an apex ratio of 0.250 were simulated. Also, to investigate the effect of the weir wall angle with the channel wall, a trapezoidal labyrith weir model with an apex ratio of 0.25 on the side was investigated. Results and Discussion Investigations showed that with an increase in the water head ratio (HT⁄P) and also with an increase in the magnification ratio, the local submergence and the nappe interference increases and causes a decrease in the discharge coefficient in the triangular and trapezoidal labyrinth weir. Although it seems that the greater distance between the two sides of the trapezoidal labyrinth weir at the apex compared to each other, caused a decrease in local submergence and an increase in the discharge coefficient, but the results showed that the triangular labyrinth weir had a better performance. By increasing the apex width up to 20 cm in a trapezoidal weir, a larger area will be created upstream of the weir apex with a lower velocity and more turbulence will be created in the flow near the apex. On the other hand, creating a lower velocity at the apex will cause the flow to move to the sides, which will cause the flow to move to the sides and create more turbulence on the sides and will reduce the discharge coefficient. Also, the results showed that trapezoidal labyrinth weir with apex width on the sides had lower performance because the amount of nappe interference and local submergence at the apex will be higher. Conclusions The study of the k-ε RNG turbulence model and comparison with laboratory data showed that the model used had acceptable accuracy in simulation. Increasing the water head ratio has caused a decrease in the discharge coefficient in the weir in all models. The reason is the increase in local submergence and napee interference. Local submergence causes the effective length of the labyrinet weir to decrease. Also, the nappe interference causes resistance to the flow and reduces the discharge coefficient. Increasing the magnification ratio causes more nappe interference and local submergence at downstream of weir and causes transverse curvature in the flow and collision of transverse jets and creates turbulence at upstream of weir. As a result, these factors will cause a decrease in the discharge coefficient. At the same magnification ratios, the trapezoidal labyrinth weir has a lower efficiency than the triangular labyrinth weir. It seems that although the nappe interference and local submergence at the apex of the trapezoidal labyrinet weir has decreased, the perpendicularity of the flow at the apex to the weir wall will cause more turbulence and reduce performance. | ||
| کلیدواژه‌ها [English] | ||
| Local submergene, Nappe interference, Trapezoidal labyrinth weir, Triangular labyrinth weir | ||
| مراجع | ||
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Aydin, M.C. Ulu, A.E. & Işık, E. (2024). Determination of effective flow behaviors on discharge performance of trapezoidal labyrinth weirs using numerical and physical models. Modeling Earth Systems Environment Journal, 10, PP.3763-3776. Azhdri Moghadam, M. and Amanian, N. (2012). Investigating the effect of nose length and weir wall angle with flow extension in trapezoidal labyrinth weir using CFD method. The 6th National Congress of Civil Engineering. Semnan University. (in Persian). Crookston B (2010). Labyrinth Weirs. Ph. D. dissertation, University of Utah State, Logan, UT. Falvey H.T. (2002). Hydraulic design of labyrinth weirs. ASCE Press. Ghasemzadeh, F. (2024). Simulation of hydraulic problems in Flow-3D software., Novar Publication. kahe, M. Dehghani, A. Kahe, M. and Zahiri, A. (2015). Simulation of Flow hydraulic in combined weir – gate structure by Flow3D. Journal of Water and Soil Conservation, 22(1), PP.111-129. Kumar S, Ahmad Z. and Mansoor T. (2011). A new approach to improve the discharging capacity of sharp-crested triangular plan from weirs. Flow measurement and instrumentatioan, 22(3), PP.175-180. Mirzaei, N. , Asadi, E. and abbaspour, A. (2021). Numerical study of discharge coefficient of trapezoidal labyrinth weir by changing the angle using Flow3D model. Iranian Water Researches Journal, 15(3). PP.61-69. Nazari Sharifi, M. (2023). Simulation of Labyrinth Weir with FLOW 3D software, MSc thesis, Water Science and engineering Department, Arak University. Selim, T. Hamed, A.K. Elkiki, M. and Eltarabily, M.G. (2024). Numerical investigation of flow characteristics and energy dissipation over piano key and trapezoidal labyrinth weirs under free-flow conditions. Modeling Earth Systems Environment Journal,10. PP. 1253–1272. Tacail, F.G. Even, B. and Babb, A. (1990). Case study of a labyrinth spillway. Canadian journal of civil engineering, 17(1). PP.1-7. Taleb Bidakhti, N., and Zahraeifard, V. (2008). Investigating the flow pattern over the labyrinth weir and determining the water discharge coefficient by numerical method. Third National Congress of Civil Engineering, Tabriz University. Taylor, G. (1968). The Performance of Labyrinth Weirs. PhD Thesis, University of Nottingham, UK. Tullis, B.P. Amanian, N. and Waldron, D. (1995). Design of labyrinth weir spillways. American Society of Civil Engineering. Journal of Hydraulic Engineering, 121(3). PP.247-255. Wilmore, C. (2004). Hydraulic characteristics of labyrinth weirs. M.Sc Tesis. Utah state university. Yasi, M. and Mohammadi, M. (2007). Study of Labyrinth Spillways with Curved Planform . Journal of Crop Production and Processing,11 (41), PP.1-13. | ||
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