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تاثیر زاویه و عمق کارگذاری لوله مدفون و نیمه مدفون بر میزان آبشستگی و رسوبگذاری اطراف لوله در قوس ۹۰ درجه ملایم با استفاده از مدل آزمایشگاهی | ||
| تحقیقات مهندسی سازه های آبیاری و زهکشی | ||
| دوره 23، شماره 88، آذر 1401، صفحه 63-81 اصل مقاله (1.08 M) | ||
| نوع مقاله: مقاله پژوهشی | ||
| شناسه دیجیتال (DOI): 10.22092/idser.2023.361818.1538 | ||
| نویسندگان | ||
| رضوان ولیزاده1؛ علی آرمان* 2؛ رسول قبادیان3 | ||
| 1پردیس کشاورزی و منابع طبیعی- دانشکده علوم و مهندسی کشاورزی-گروه مهندسی آب | ||
| 2دانشگاه رازی-پردیس کشاورزی و منابع طبیعی-دانشکده علوم و مهندسی کشاورزی-گروه مهندسی آب | ||
| 3دانشگاه رازی ، کرمانشاه | ||
| چکیده | ||
| در پروژه‌های خطوط انتقال سیال، گذر لوله بصورت مدفون و نیمه‌مدفون از قوس‌های رودخانه‌ای اجتناب‌ناپذیر است. این امر الگوی آبشستگی و رسوبگذاری مرسوم در قوس رودخانه را تغییر می‌دهد. الگوی آبشستگی اطراف خط لوله، نسبت به حالتی که خط لوله یک نهر مستقیم را قطع می‌کند متفاوت است. نظر به گسترش خطوط انتقال در سال‌های اخیر، در این پژوهش تاثیر زاویه جانمایی خط لوله در قوس 90درجه ملایم و همچنین عمق جانمایی خط لوله بصورت آزمایشگاهی بررسی شد. آزمایش‌های این تحقیق در سه عدد فرود 0.32، 0.29 و 0.26، سه زاویه متفاوت 90، 67.5 و 45 درجه از قوس ملایم، دو حالت جانمایی لوله به‌صورت دافع و جاذب نسبت به جهت جریان و همچنین یک عمق نیمه‌مدفون و دو عمق مدفون به انجام رسید. نتایج نشان داد در حالت جانمایی به صورت دافع با افزایش زاویه نسبت به قوس، آبشستگی زیر و اطراف لوله افزایش می یابد. این روند برای آبشستگی اطراف لوله برای جانمایی لوله به صورت جاذب برعکس است اما برای آبشستگی زیر لوله همانند حالت قبل بود. همچنین با کاهش عدد فرود، میزان آبشستگی اطراف و زیر لوله کاهش می یابد؛ بطوریکه در برخی سناریوها، آبشستگی زیر لوله مشاهده نشد. این روند در افزایش عمق جانمایی لوله نیز مشاهده شد. | ||
| کلیدواژه‌ها | ||
| آبشستگی؛ جانمایی لوله؛ رسوبگذاری؛ قوس 90 درجه ملایم؛ لوله مدفون و نیمه مدفون | ||
| عنوان مقاله [English] | ||
| The effect of the angle and depth of the buried and semi-buried pipe on the amount of scouring and sedimentation around the pipe in a 90-degree mild bend using a laboratory model | ||
| نویسندگان [English] | ||
| Rezvan Valizadeh1؛ Ali Arman2؛ RASOOL Ghobadian3 | ||
| 1Campus of Agriculture and Natural Resources, Water Engineering branch | ||
| 2Compus oF Agriculture and Natural Resources, Razi University,Kermanshah | ||
| 3Razi UNIVERSITY | ||
| چکیده [English] | ||
| The effect of the angle and depth of the buried and semi-buried pipe on the amount of scouring and sedimentation around the pipe in a 90-degree mild bend using a laboratory model Introduction Due to the importance of the topic in the fluid transfer industry, the way of pipelines across the width and bed of the rivers has been considered especially in recent decades. In practice, the passage of pipelines through meandering rivers and river bends is unavoidable. In this research, local scouring of buried and semi-buried pipe in 90-degree mild bend under different scenarios was investigated. The results of this research can help the functioning of rivers and their interaction with structures in the river such as buried and semi-buried pipelines, predicting the amount of water washing around them and using its results in the design and placement of these pipelines. Methodology The laboratory model on which the scenarios of this research are based includes an arc-shaped channel located in the hydraulic laboratory and physical models of the water science and engineering department of Razi University. In this arc-shaped flume, the length of the upstream span is 5.4 meters, the length of the downstream span is 4.5 meters, the inner radius is 1.6 meters, the outer radius is 2.1 meters, the height is 0.6 meters, and the floor width is 0.5 meters. In order to check the correct functioning of the physical model and to trust its results, an experiment was conducted without the presence of the pipe buried in the bend. In this experiment, the flow descent number equal to 0.32 and sediments with a uniform grain and a diameter of 0.85 mm and a thickness of 15 cm were placed in the flume bed. After conducting the test for 6 hours and not observing the movement of the bed load, the pump was finally turned off and after the complete drainage of the flume, the bed profile was measured. Results and Discussion The effect of the placement angle of the repeller pipe relative to the mild arc (θ) on the scouring pattern The results showed that by placing the pipe in the repulsive state, the amount of scour after the pipe and under the pipe has increased compared to the attracting state. According to the placement angles, it was observed that in repulsive mode, with the increase of the placement angle of the pipe in the bend, the amount of scouring after and under the pipe has increased. The effect of the placement angle of the attracting pipe relative to the mild arc (θ) on the scouring pattern In the absorbant state, it was observed that by approaching the beginning of the arc and reducing the placement angle of the pipe due to the non-alignment of the flow direction with the pipe direction, the amount of scour after the pipe decreased, but the process of scouring under the pipe was observed as in the repulsive state. The effect of pipe placement depth on scouring pattern By increasing the depth of pipe placement, it was observed that the effect of the pipe on local erosion has decreased; Even in some simulation scenarios, the placement of the pipe in the depths with the ratio of the placement height to width of the channel of 0.06 buried pipe has no effect on the local erosion. It can be concluded that at depths equal to or greater than The ratio of placement depth to channel width is 0.06, the effect of local scouring caused by the buried and semi-buried pipe is minimal, and as a result, it causes the least damages. Conclusions The results showed that by placing the pipe in the repulsive state, the amount of scour after the pipe and under the pipe has increased compared to the attracting state. According to the placement angles, it was observed that in repulsive mode, with the increase of the placement angle of the pipe in the arch, the amount of scouring after and under the pipe has increased. However, in the absorbiant state, it was observed that by approaching the beginning of the arc and reducing the placement angle of the pipe due to the non-alignment of the flow direction with the direction of the pipe, the amount of scouring after the pipe decreased, but the process of scouring under the pipe was observed as in the repulsive state. Acknowledgement Hereby, the respected officials of the water science and engineering department of Razi University are appreciated and thanked for the efficiency of the laboratory facilities in order to compile the present research. | ||
| کلیدواژه‌ها [English] | ||
| 90-degree mild bend, pipe placement, scouring, buried and semi-buried pipe, sedimentation | ||
| مراجع | ||
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Arman, A., Zahiri, J., Fatahi, P., & Ghanbari, S. (2017). Comparison and Simulation of Flow Pattern in a 90 Degree Mild Bend Using CCHE2D and SRH-2D Models. Journal of Civil and Environmental Engineering, 47.1(86), 11-19. (In Persian). https://ceej.tabrizu.ac.ir/article_6225.html Ataian, A., & Yasi, M. (2011), Estimating the depth of localized scour under a pipeline at the intersection with the river. Master's thesis, Faculty of Agriculture, Urmia University. (In Persian). Bahrami Yarahmadi, M., Shafai Bejestan, M., & Pagliara., S. (2020). An experimental study on the secondary flows and bed shear stress at a 90- degree mild bend with and without triangular vanes. Journal of Hydro-environment Research 33, 1–9. http://dx.doi.org/10.1016/j.jher.2020.10.001 Bijanvand, S., Kashefipour, S. M., & bahrami yarahmadi, M. (2021). Study on the Effect of Pipe Installation Depth on Temporal Changes of Scouring and Sedimentation Parameters Around the River Crossing Pipelines. Journal of Hydraulics, 16(3), 41-53. (In Persian). https://doi.org/10.30482/jhyd.2021.277909.1514 DHI (1992) Hydraulic Manual of Mike 11 Mode, a microcomputer-based modelling system for rivers and channels. Danish Hydraulic Institute (DHI), Denmark. https://www.mikepoweredbydhi.com/products/mike-11 Julien, P.Y., (2002). River Mechanics. Cambridge University Press. http://assets.cambridge.org/052156/2848/frontmatter/0521562848_frontmatter.pdf Katourany, S.S., Ghobadian, R., Ghodsian, M., 2022. Laboratory Study of Pier Location on Scouring Around Bridge Pier in 90-Degree Mild Bend. Irrigation and Water Engineering, 12(4), 1-20. (In Persian). https://doi.org/10.22125/iwe.2022.150679 Khademi, K., & Shafaie Bajestan, M. (2014). Considering the effects of number, location and angle of submerged vane on bridge abutment scour. Iranian Water Researches Journal, 8(2), 145-153. (In Persian) http://iwrj.sku.ac.ir/article_11014.html?lang=en Li, M., & Ma, H. (2022). Scouring mechanism of suspended and partially-buried pipelines under steady flow. Coastal Engineering, 177, 104201. https://doi.org/10.1016/j.coastaleng.2022.104201 Liu, X., Zhang, H., Zheng, J., Guo, L., Jia, Y., Bian, C., Li, M., Ma, & L., Zhang, S. (2020). Critical role of wave–seabed interactions in the extensive erosion of yellow river estuarine sediments. Mar. Geol. 426, 106208. https://doi.org/10.1016/j.margeo.2020.106208 Maddah, S., Kolahdouzan, F., Khabari, M., & Afzalimehr, H., & Singh, V. (2022). Experimental Study of Scouring in Groups of Pipelines with Different Diameters. American Journal of Fluid Dynamics. 12. 131-140. http://dx.doi.org/10.5923/j.ajfd.20221202.01 Parchami, L., Asghari Pari, S., Shafai Bajestan, M. (2017). Experimental Investigation of Submerged Vanes Shape Effect on Bridge Pier Scouring. Water and Soil Science, 27(1), 29-41. (In Persian) https://water-soil.tabrizu.ac.ir/article_6203.html Prandtl, L. (1952). Essentials of fluid dynamics. Hofner publishing company, New York. https://www.academia.edu/27116134/Prandtls_Essentials_of_Fluid_Mechanics_Herbert_Oertel Przedwojski, B., (1995). Bed topography and local scour in rivers with banks protected by groynes. J. Hydraul. Res. 33 (2), 257–273. https://doi.org/10.1080/00221689509498674 Rosgen, D.L., (2006). The Cross-Vane, W-weir, and J-hook Structures: Description, Design and Application for Stream Stabilization and River Restoration. Wildland Hydrology, Colorado. https://doi.org/10.1061/40581(2001)72 Struiksma, N., Olesen, K.W., Flokstra, C., De Vriend, H., (1985). Bed deformation in curved alluvial channels. J. Hydraul. Res. 23 (1), 57–79. https://doi.org/10.1080/00221688509499377 Tamoradi, S, & Ahadiyan, J. (2022). The Effect of Injection Discharge to Reduce the Bend Scour Using Water Injection Technique. Water Resources, 49(3), 422–428. https://doi.org/10.1134/S0097807822030150ai, Y., Zhang, J., Guo, Y., Tang, Z., & Zhang, T. (2022). Study of wave-induced seabed response around twin pipelines in sandy seabed through laboratory experiments and numerical simulations, Ocean Engineering, 244, 2022,110344. https://doi.org/10.1016 j.oceaneng.2021.110344 | ||
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