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بررسی آزمایشگاهی تاثیر شیب تاج سرریز لبه پهن در آبگیرهای دو طرف سرریز درپیچ 90 درجه تند | ||
| تحقیقات مهندسی سازه های آبیاری و زهکشی | ||
| دوره 22، شماره 85، فروردین 1401، صفحه 75-90 اصل مقاله (882.33 K) | ||
| نوع مقاله: مقاله پژوهشی | ||
| شناسه دیجیتال (DOI): 10.22092/idser.2022.357127.1497 | ||
| نویسندگان | ||
| لیلا مهردار1؛ محمد همتی* 2؛ مهدی یاسی3 | ||
| 1دانشجوی دکتری؛ گروه مهندسی آب، دانشکده کشاورزی، دانشگاه ارومیه، ارومیه، ایران | ||
| 2دانشیار گروه مهندسی آب، دانشکده کشاورزی، دانشگاه ارومیه، ارومیه، ایران | ||
| 3دانشیار گروه مهندسی آبیاری و آبادانی، پردیس کشاورزی و منابع طبیعی کرج، دانشگاه تهران، کرج، ایران. | ||
| چکیده | ||
| احداث سرریز در پیچ رودخانهها گاهی اجتناب ناپذیر است، ولی مشکلاتی را از نظر توزیع جریان در آبگیرهای دو طرف رودخانه پدید میآورد. یکی از فرضیهها جهت یکنواختی توزیع جریان در آبگیرها، تساوی بده جریان در واحد عرض سرریز از طریق تغییر پروفیل تاج سرریز از حالت افقی به شیبدار در عرض پیچ آبراهه است. در تحقیق حاضر، اثربخشی شیب تاج سرریز بر یکنواختی توزیع بده جریان در آبگیرهای طرفین یک سرریز لبه پهن در یک پیچ تند 90 درجه، در شرایط آب صاف مورد ارزیابی قرار گرفته است. آزمایشها در یک کانال با شعاع انحنای نسبی 2.05که در بازهی پیچهای تند قرار میگیرد، انجام شد. سرریز در موقعیت 60 درجه از ابتدای پیچ، و دو آبگیر در بدنه سرریز و در کناره پیچ داخلی و خارجی جانمائی گردید. نتایج نشان داد که با بودن سرریز ، بده بیشتری نسبت به حالت بدون سرریز وارد دو آبگیر میشود. سرریز شیبدار در یکنواختی توزیع بده عرضی جریان در بالادست سرریز اثر قابل توجهی نداشت، ولی در افزایش یکنواختی بده ورودی به دو آبگیر موثر بوده است. متوسط نسبت بده آبگیر در دیواره خارجی به دیواره داخلی در سه حالت بدون سرریز، با سرریز افقی و با سرریز شیبدار بترتیب 1.6، 1.17 و 1.06 بوده است. متوسط اختلاف این نسبت در سرریز شیبدار به سرریز افقی برابر 0.11 بوده، که نشانگر 11 درصد افزایش یکنواختی با شیبدار کردن تاج سرریز است. در هر دو سرریز افقی و شیبدار، با افزایش بده آبراهه، توزیع بده ورودی به دو آبگیر یکنواختتر میگردد. | ||
| کلیدواژهها | ||
| آبگیر؛ پیچ تند؛ سرریز لبه پهن؛ شیب تاج | ||
| عنوان مقاله [English] | ||
| Experimental investigation of the effect of sloping-broad crested weir at bilateral water intakes in 90⁰ sharp bend | ||
| نویسندگان [English] | ||
| Leyla Mehrdar1؛ Mohammad Hemmati2؛ Mehdi Yasi3 | ||
| 1Department of water eng., Urmia University | ||
| 2Associate Professor, Department of Water Engineering, Faculty of Agriculture, Urmia University, Urmia, Iran. | ||
| 3Associate Prof./Department of Irrigation and Reclamation Engineering, College of Agriculture and Natural Resources, University of Tehran, Karaj, Iran | ||
| چکیده [English] | ||
| Introduction Most rivers are naturally meandering and are constantly eroding on the outer bank and sedimentation on the inner bank. As a result, cognition of the flow pattern in river bends is critical. Today, one of the constructions employed in river bends is the diversion dam. When the position of the bend changes, the diversion dam alters and its position shifts. Moreover, the adjacent agricultural lands' water requirements necessitate the intake construction on both sides. Hence, it is significant to study broad-crested weirs as one of the structures for maintaining uniformity of flow in river bends and during dewatering. In general, the presence of in-stream structures such as sediment control structures or out-of-river structures such as intakes at the bend of rivers require further investigations on sedimentation problems and flow patterns. One way to maintain a uniform flow in river bends is to create a secondary flow by broad crested weirs. Accordingly, the primary purpose of this study is to investigate the flow pattern and evaluate the uniformity of the distribution of unit flow discharge distribution at the intakes located on both sides of the broad crested weir in a 90-degree bend using a laboratory model. Methodology The experiments were carried out in a rectangular flume trough 0.92 width, 0.6 depth, and 90-degrees bend. Indeed, the radius of relative curvature of the bend is 2.05, which falls into the category of sharp bends. The weir model is of the broad crested weir type, and the intakes were placed on both sides of the weir in the direction of flow and with an angle of zero. The weir was installed at an angle of 60 degrees from the bend inlet, and velocity and depth were measured in various transverse and longitudinal sections. All experiments were run at three flow rates of 37, 50, and 60 liters per second. Results and Discussion In general, the results show that bends and secondary flows affected the water level and caused a difference in water depth in the inner and outer banks in the case of without weir. This difference is indeed due to the effects of the bend. In this event, the side slope of the water surface deviates from the horizontal position and falls towards the inner bank of the bend, and rises towards the outer bank of the bend. One of the motives for the problems associated with sedimentation in river bend dewatering is related to this issue and the flow pattern in river bends. With the installation of a horizontal crest weir in the bend, the uniformity of the distribution of unit flow discharge has increased. However, in the case of the inclined sloped weir, the difference in unit flow discharge of the inner and outer bank is the largest compared to the other two cases. Therefore, the performance of the sloped crest weir was not acceptable in the sharp bend and upstream control section. The results of the discharge distribution in the intakes on both sides of the bend confirms the effectiveness of the hypothesis that the slope of the weir crest directs flow to the catchments on both sides of the bend. With the weir installation, more water flows into the intakes than without a weir. Conclusions - Regardless of the effect of the weir slope, the distribution of flow in the intakes on either side of the weir is more uniform than without the weir due to weir construction in the bend. - The sloped crest weir has contributed to the distribution of intakes discharge. - The highest uniformity of dewatering on either side of the weir was at an inlet in maximum flow discharge. The discharge ratio of the outer bank intake to the inner bank in the horizontal crest weir and sloped crest weir was 1.04 and 1.06, respectively. - A sloped crest weir crown has the most significant influence on the uniformity water flow on both sides of the weir in all cases of the upstream inlet flows. An average, the discharge ratio of intakes in the outer bank to the inner bank in sloped crest increased by 11%, compared to the case of horizontal crest weir. | ||
| کلیدواژهها [English] | ||
| broad crested weir, crest slop, intake, sharp bend | ||
| مراجع | ||
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Abdollahpour, M., Yasi, M., Behmanesh, J. & Vaghefi, M. (2013). Experimantal investigation of sloping sharp crested weir in a channel bend. Iranian Journal of Watershed Management Science and Engineering, 7(22), 79-82. (in Persian)
Anjum, N., Ghani, U., Ahmed Pasha, G., Latif, A., Sultan, T. & Ali, S. (2018). To Investigate the Flow Structure of Discontinuous Vegetation Patches of Two Vertically Different Layers in an Open Channel. Water, 10(1), p.75.
Asnaashari A. & Merufinia E. (2015). Numerical Simulation of Velocity Distribution in the River Lateral Intake Using the SSIIM2 Numerical Model. Cumhuriyet Science Journal, 36(3): 1473-1486.
Biswal, S.K., Mohapatra, P. & Muralidhar, K. (2016). Hydraulics of combining flow in aright-angled compound open channel junction. Sadhana, 41(1), pp.97-110.
Boss. M. (1988). Discharge Measurement Structures. 2nd Ed. International Institute for Land Reclamation and Improvement/ILRI Wageningen. 1978, Netherlands.
Elyasi, S., Eghbalzadeh, A., Vaghefi, M. & Javan, M. (2012). NUMERICAL SIMULATION OF FLOW pattern in 90 degree bend using Flow 3D, 11th Iranian Hydraulic Conference. November. 6. Urmia university, Urmia, Iran. (in Persian)
Farhadi, A., & Yasi, M. (2019). Study of Uniformity of Flow Rate at Bilateral Water intakes of a Broad-Crested Weir in a Channel Bend. Iranian Journal of Irrigation and Drainage, 5(13), p. 1294-1306. (in Persian)
Farhadi, A., & Yasi, M. (2020). Study of the effect of sloping-broad crested weir on the uniformity of flow into bilateral intakes in a channel bend. Journal of Water and Irrigation Management, 10 (13), 317-330. (in Persian)
Gholami, A., Akhtari, A.A. & Mahmoudi nia, Sh. (2012). Investigation of flow characteristics in 90 Degree Sharp Rectangular Bend using a three-dimensional numerical model. 11th Iranian Hydraulic Conference. November. 6. Urmia university, Urmia, Iran. (in Persian)
Gómez-Zambrano, H.J. López-Ríos, V.I. & Toro-Botero, F.M. (2017). New methodology for calibration of hydrodynamic models in curved open-channel flow. Revista Facultad de Ingeniería Universidad de Antioquia, (83), p.82.
Goudarzizadeh, R. Hedayat, N. & Jahromi, S. (2010). Three-dimensional simulation of flow pattern at the lateral intake in straight path, using finite-volume method. World Academy of Science, Engineering and Technology, 47, 656-661.
Haddad, H. Ahmad, E. & Azizi, K. (2017). Numerical simulation of the inlet sedimentation rate to lateral intakes and comparison with experimental results. Journal of Research on Ecology, 5(1):464 - 472.
Heidarirad, P. Kamanbedast, A. A. Heidarnezhad, M. Masjedi, A. R. & Hasoonizadeh, H. (2020). The Effect of Convergence and Divergence on Flow Pattern and Sediment Transport in Lateral Intakes. JWSS, 24 (1) :69-82.
hosseini mobara, E. & Yasi, M. (2016). Performance of Crump Weirs in a Channel Bend. Iranian Water Researches Journal, 10(1), 59-67. (in Persian)
Mirzaei, S.H.S., Ayyoubzadeh, S.A. & Firoozfar, A.R. (2014). The Effect of Submerged-Vanes on Formation Location of the Saddle Point in Lateral Intake from a Straight Channel. American Journal of Civil Engineering and Architecture, 2(1), pp.26-33.
Mozaffari, J., Mohseni Movahhed, S.A. & maghami, D. (2017). COMPARISON OF TURBULENCE MODELS ON SHARP BEND using Fluent model. Iranian Water Researches Journal, 11(1), 129-138. (in Persian)
Ouyang, H.T. & Lin, C. P. (2016). Characteristics of interactions among a row of submerged vanes in various shapes. Journal of hydro-environment research, (13), 14-25.
Ramamurthy, A.S., Junying Q.U. & Diep, V.O. (2007). Numerical and experimental study of dividing open-channel flows. Journal of Hydraulic Engineering, 133(10):1135-1144.
Rozovskii, I.L. (1957). Flow of Water in Bends of Open Channels. Academy of Sciences of the Ukrainian SSR, Kiev, 233 p.
Salehzadeh, M., Hemmati, M., Yasi, M. & Lanzoni, S. (2020). The Patterns of Erosion and Sedimentation with Bendway Weirs at a 90 ° Bend. Iranian Journal of Irrigation and Drainage, No. 3, Vol. 14, P. 905-917.
Serajian, T.M., Kamanbedast, A., Masjedi, A., Heidarnejad, A. & Hasonizadeh, A. (2020). Laboratory evaluation of the combined effect of convergence and submerged vanes on lateral Intakes sediment input at 90⁰ river bends. Ain Shams Engineering Journal, 11(1), 245-252.
Seyedian S M., Bajestan M S. & Farasati, M. (2014). Effect of bank slope on the flow patterns in river intakes. Journal of Hydrodynamics, 26(3), 482-492.
Schindfessel, L., Creëlle, S. & De Mulder, T. (2017). How Different Cross-Sectional Shapes Influence the Separation Zone of an Open-Channel Confluence. Journal of Hydraulic Engineering, 143(9), p.04017036.
Sozepour, A., Shafaei, M. & Ghado, Y. (2012). Experimental Investigation of Flow Pattern at a 90 Degree Sharp Rectangular Bend. Journal of Water and Soil Science, 23(2), 257-268. (in Persian)
Valimohamadi, A. & Yasi, M. (2016). Hydraulic Evaluation of Horizontal and Sloping Broad-Crested Weirs in a Channel Bend. Journal of Applied Research in Irrigation and Drainage Structures Engineering, 16(65), 55-70. (in Persian)
Wang, J., Chen, L., Zhang, W. & Chen, F. (2019). Experimental study of point bar erosion on a sand-bed sharp bend under sediment deficit conditions. Sedimentary Geology, 385, 15–25.
Zahiri, A. & Najafzadeh, M. (2018). Optimized expressions to evaluate the flow discharge in main channels and floodplainsusing evolutionary computing and model classification. International Journal of River Basin Management, 16(1), 123-132.
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