| تعداد نشریات | 284 |
| تعداد نشریات سازمان | 82 |
| تعداد شماره‌ها | 3,080 |
| تعداد مقالات | 34,355 |
| تعداد مشاهده مقاله | 47,706,704 |
| تعداد دریافت فایل اصل مقاله | 78,743,289 |
بررسی اثر زاویه دفلکتور متقارن بر عملکرد آبگیر قائم | ||
| تحقیقات مهندسی سازه های آبیاری و زهکشی | ||
| مقاله 7، دوره 20، شماره 77، بهمن 1398، صفحه 89-110 اصل مقاله (1.8 M) | ||
| نوع مقاله: مقاله پژوهشی | ||
| شناسه دیجیتال (DOI): 10.22092/idser.2019.125989.1385 | ||
| نویسندگان | ||
| سروش اسماعیلی زاده1؛ بابک لشکرآرا* 2 | ||
| 1دانشجوی کارشناسی ارشد/ دانشکده مهندسی عمران/ دانشگاه صنعتی جندی شاپور | ||
| 2دانشیار دانشکده مهندسی عمران، دانشگاه صنعتی جندی شاپور دزفول | ||
| چکیده | ||
| ایجاد گرداب در ورودی آبگیرها سبب بروز مشکلاتی از جمله ورود هوا به تأسیسات هیدرومکانیکی و در نتیجه بروز کاویتاسیون خواهد داشت. تعیین میزان تراز مجاز بهره‌برداری مخزن که باعث نفوذ هوا به آبگیر نشود، اهمیت بالایی دارد. با استفاده از اجزای جانبی، امکان بهبود الگوی جریان آبگیر و در نتیجه کاهش تراز مجاز بهره‌برداری مخزن وجود دارد. در این پژوهش آزمایشگاهی، اثر زاویۀ دفلکتورواقع در درون مجرا بر نحوۀ عملکرد هیدرولیکی آبگیرهای قائم، بهخصوص عمق استغراق بحرانی آبگیر، بررسی شده است. برای این منظور، سه سناریوی مختلف بهکارگیری دفلکتور در مجرای قائم با تغییر زاویۀ انحراف α معادل ۳، ۷ و ۱۱ درجه بررسی و نتایج حاصل با شرایط جریان در آبگیر قائم در حالت بدون دفلکتور (مدل شاهد) مقایسه شد. نتایج بررسیها نشان داد که بهکارگیری دفلکتور در ایجاد ثبات تغییرات تراز سطح آب مخزن و کاهش تراز مجاز بهره‌برداری مخزن شده و نیز در جلوگیری از ورود هوا به دهانۀ آبگیر نقش بسزایی دارد. میزان عمق استغراق بحرانی زمان استفاده از دفلکتور با زاویۀ انحراف ۱۱ درجه، نسبت به شرایط ۳ درجه، به‌طور میانگین حدود ۵۰ درصد کاهش نشان می‌دهد.در تحلیل حساسیت صورت گرفته بر عمق استغراق بحرانی همچنین مشخص شد کهتغییرات پارامترهای زاویۀ انحراف α و عدد فرود Fr آبگیر نقش بسزایی در میزان عمق استغراق بحرانی دارند به‌طوری‌که در تعیین پارامتر (S/Di)cr ، نقش تغییر در عدد فرودFr در زاویۀ α معادل ۱۱ درجه، نسبت به زاویۀ α معادل ۳ درجه، دو چندان است. | ||
| کلیدواژه‌ها | ||
| جریان چرخشی؛ سطح ریزش کروی؛ شکل گرداب؛ عمق استغراق بحرانی | ||
| عنوان مقاله [English] | ||
| Investigation of the Effect of Symmetrical Deflector Angle on Performance of Vertical Intake | ||
| نویسندگان [English] | ||
| Soroush Esmaeili Zadeh1؛ Babak Lashkara-Ara2 | ||
| 1MSc student/ civil engineering department/ jundi-shapur university of technology, dezful, iran | ||
| 2Associate Professor Civil Engineering Department Jundi-Shapur University of Technology Dezful, Iran | ||
| چکیده [English] | ||
| Introduction Formation of air-entraining vortices in an intake leads to unsteady flow and cause problems such as vibration in hydro mechanical equipment, abnormal noises, severe fluctuations in local pressures and exacerbated cavitation conditions (Chen & Chen, 2015). As stated by (Sarkardeh, 2017) the stronger vortex the greater will be its negative effects on intake performance. There have been many studies on the critical submerged depth and vortex formation in intakes. (Kocabas & Yildirim, 2002) investigated the effect of rotational flow on the critical submerged depth in intakes and found that the vortex formation with the air-core vortex and the critical submerged depth was significantly dependent on the approach flow conditions and the inlet geometry. Therefore, a separate case study should be undertaken to address any structure with a particular geometry. In this paper, the effect of flow rate deviation due to the use of a deflector on a vertical intake was investigated. In this paper, also the variation of submerged depth, Froude number, vortex type, and critical submerged depth was discussed. Methodology In this study, different scenarios were created by varying the deflector angle from 3 to 11 degrees. In order to measure the discharge rate, the flow passes an electromagnetic flow meter with a full-scale accuracy of ±0.2%. A depth gauge with an accuracy of ±0.05 mm was used to measure the water head on the intake crest. Given that the critical submerged depth is in agreement with the nature of the type 4 vortex (Naderi & Gaskin, 2018). Therefore, in experiments with the observation of type 4 vortex, the critical submerged depth was determined. Then, according to the dimensional analysis and the results of the last experiments, the key factors affecting the critical submerged depth, including deflector angle (α) and Froude number (Fr) were identified. The range of variation of the tested parameters included in deflector angle (α) of 3, 7 and 11 degrees, the discharge of 2 to 26 liter/s and the Froude number of 0.3 to 3.9. Results and Discussion After processing experimental observations, the trend of the rating curve changes, the relative submerged depth versus the Froude number, as well as the vortex type were evaluated. The results showed that the flow with a higher deviation angle α has a steeper rating curve. In other words, the angle α has a direct effect on the spherical sink surface sector, so that by increasing the angle α, the effective cross-sectional area of the flow decreases, resulting in a reduced spherical sink surface sector, and leading to a weak performance of the intake. This caused water to be stored in the reservoir for low discharges. According to the experimental observations at a fixed Froude number, the greater the angle α, the lower the relative submerged depth. To be more precise, the deflector inside the intake, in turn, compresses the air-core vortex and moves it upstream, thereby creating weak vortices and reducing the amount of rotation of the flow on the crest, thus it was observed that with increasing the angle α at a constant Froude number, less relative submersion depth was required. On the other hand, decreasing the angle of α causes the vortex core to be emitted outward, so more rotation was needed to maintain this vortex. Therefore, in this situation, the intake at a constant Froude number requires a greater relative submersed depth. Conclusions The results of this study showed that the use of a deflector in the vertical intake, in addition to reducing the critical submerged depth, weakens the formation of a vortex, stabilizes reservoir water level changes, and prevents unsteady flow conditions. The results also revealed that an increase in deviation angle α and consequently the Froude number, allowed the vortex compression effect to impose the greatest impact on the relative submerged depth (S/Di). Acknowledgement We are grateful to Jundi-Shapur University of Technology and for funding of present project allowing access to the hydraulic and river engineering laboratory of the Department of Civil Engineering. | ||
| کلیدواژه‌ها [English] | ||
| Critical Submergence Depth, Rotational Flow, Spherical Sink Surface, Vortex Formation | ||
| مراجع | ||
|
Amiri, S. M., Zarrati, A. R., Roshan, R., & Sarkardeh, H. (2011). Surface vortex prevention at power intakes by horizontal plates. Proceedings of the Institution of Civil Engineers-Water Management, 164(4), pp. 193-200.
Anwar, H. O., & Amimilett, M. B. (1980). Vortices at vertically inverted intake. Journal of Hydraulic Research, 18(2), pp. 123-134.
Anwar, H. O., Weller, J. A., & Amphlett, M. B. (1978). Similarity of free-vortex at horizontal intake. Journal of Hydraulic Research, 16(2), pp. 95-105.
Chen, S. H., & Chen, M. (2015). Hydraulic Structures. Springer.
Gulliver, J. S., & Rindels, A. J. (1983). An experimental study of critical submergence to avoid free-surface vortices at vertical intakes. Project Report. Anthony Falls Laboratory, University of Minnesota.
Hecker, G. E. (1987). Fundamentals of Vortex Intake Flow. In J. Knauss (Ed.) Swirling Flow Problems at Intakes. London: Routledge. https://doi.org/10.1201/9780203737552.
Khanarmuei, M. R., Rahimzadeh, H., & Sarkardeh, H. (2015). Investigating the effect of intake withdrawal direction on critical submergence and strength of vortices. Modares Mechanical Engineering, 14(10), pp. 35-42. (in Persian)
Knauss, J. (1987). Swirling Flow Problems at Intakes. IAHR Hydraulic Structures Design Manual. London: Routledge. https://doi.org/10.1201/9780203737552.
Kocabaş, F., & Yildirim, N. (2002). Effect of circulation on critical submergence of an intake pipe. Journal of Hydraulic Research, 40(6), pp. 741-752.
Lashkar-Ara, B., & Sheikhi, Y. (2017). Introduce of CPK spillway and study of its discharge coefficient under free flow regime. Irrigation Sciences and Engineering, 40(2), pp. 209-221.
Naderi, V., & Gaskin, S. (2018). An experimental study of the performance of an ogee-shaped vertical intake: geometrical parameters of crossvane vortex inhibitor. In 7th IAHR International Symposium on Hydraulic Structures. May. 15-18. Aachen, Germany.
Sarkardeh, H. (2017). Minimum reservoir water level in hydropower dams. Chinese Journal of Mechanical Engineering, 30(4), pp. 1017-1024.
Sarkardeh, H., Jabbari, E., Zarrati, A. R., & Tavakkol, S. (2014). Velocity field in a reservoir in the presence of an air-core vortex. Proceedings of the Institution of Civil Engineers, 167(6): pp. 356-364.
Sarkardeh, H., Zarrati, A. R., & Roshan, R. (2010). Effect of intake head wall and trash rack on vortices. Journal of Hydraulic Research, 48(1), pp. 108-112.
Sheikhi, Y., Lashkar-Ara, B., Fathi-Moghadam, M., & Valipour, M. (2018). Critical submergence estimation for horizontal intakes derived from reservoir using intelligent and statistical methods. Irrigation Sciences and Engineering, 41(3), pp. 171-184. (in Persian)
Tastan, K., & Yildirim, N. (2010). Effects of dimensionless parameters on air-entraining vortices. Journal of Hydraulic Research, 48(1), pp. 57-64.
Tastan, K., & Yildirim, N. (2018). Effects of intake geometry on the occurrence of a free-surface vortex. Journal of Hydraulic Engineering, 144(4), 04018009.
Yang, J., Liu, T., Bottacin-Busolin, A., & Lin, C. (2014). Effects of intake-entrance profiles on free-surface vortices. Journal of Hydraulic Research, 52(4), pp. 523-531.
Yildirim, N. & Kocabaş, F. (1995). Critical submergence for intakes in open channel flow. Journal of Hydraulic Engineering, 121(12), pp. 900-905. | ||
|
آمار تعداد مشاهده مقاله: 816 تعداد دریافت فایل اصل مقاله: 313 |
||