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بررسی آزمایشگاهی تأثیر طوقه برآبشستگی گروه پایه و تکیهگاه پل در حضور اجسام شناور | ||
| تحقیقات مهندسی سازه های آبیاری و زهکشی | ||
| مقاله 7، دوره 21، شماره 78، اردیبهشت 1399، صفحه 99-116 اصل مقاله (1.32 M) | ||
| نوع مقاله: مقاله پژوهشی | ||
| شناسه دیجیتال (DOI): 10.22092/idser.2019.126553.1393 | ||
| نویسندگان | ||
| مریم کریمی1؛ کوروش قادری* 2؛ مجید رحیم پور3؛ محمد مهدی احمدی4 | ||
| 1دانشجوی کارشناسی ارشد سازه های آبی، بخش مهندسی آب، دانشگاه شهید باهنر کرمان، کرمان، ایران | ||
| 2دانشیار بخش مهندسی آب، دانشگاه شهید باهنر کرمان، کرمان، ایران | ||
| 3دانشیار بخش مهندسی آب، دانشگاه شهید باهنر کرمان، کرمان، ایران | ||
| 4دانشیار بخش مهندسی آب دانشگاه شهید باهنر کرمان، کرمان، ایران | ||
| چکیده | ||
| یکی از مهمترین دلایل ناپایداری و تخریب پل، آبشستگی موضعی در اطراف پایه و تکیه گاه آن است. در دهه های گذشته روش های مختلفی برای مقابله با آبشستگی پیشنهاد شده است که می توان آنها را به دو دسته کلی تقسیم کرد: روش های تغییر الگوی جریان و روش های مقاومسازی ذرات بستر. استفاده از طوقه یکی از روش های مؤثر اصلاح الگوی جریان در کاهش آبشستگی در اطراف تکیه گاه و پایه پل است. در این تحقیق تأثیر چهار اندازه مختلف طول طوقه در پنج نسبت استغراق متفاوت بر حفاظت آبشستگی تکیه گاه و گروه پایه های پل با حضور اجسام شناور مستطیلی بررسی شده است. تمامی آزمایش ها در شرایط جریان یکنواخت با آب زلال و تکیه گاه، جسم شناور و طوقه های مستطیلی و پایه های استوانه ای با رسوبات غیرچسبنده با mm 91/0= d50 اجرا شده است. نتایج آزمایش ها نشان می دهد کمترین و بیشترین درصد کاهش آبشستگی بهترتیب مربوط به طوقه5/1 برابر طول تکیه گاه در حالت قرارگیری پنج سانتی متری بالای بستر رسوبی (با کاهش 15 درصد در عمق و حجم آبشستگی) و طوقه 3 برابر طول تکیه گاه در حالت قرارگیری هم سطح بستر رسوبی (با کاهش 75 درصد در عمق و حجم آبشستگی) است. | ||
| کلیدواژهها | ||
| طوقه مستطیلی؛ تکیهگاه پل؛ آبشستگی موضعی؛ آب زلال؛ کنترل فرسایش | ||
| عنوان مقاله [English] | ||
| Laboratory Investigation of Effect of Collar on Scour at Bridge Piers Group and Abutment in the Presence of Debris | ||
| نویسندگان [English] | ||
| Maryam Karimi1؛ kourosh qaderi2؛ Majid Rahimpour3؛ Mohamad Mehdi Ahmadi4 | ||
| 1water engineering department, faculty of agriculture, shahid bahonar university of kerman | ||
| 2water engineering department, faculty of agriculture, shahid bahonar university of kerman | ||
| 3Shahid Bahonar University of Kerman | ||
| 4water engineering department, faculty of agriculture, shahid bahonar university of kerman | ||
| چکیده [English] | ||
| Introduction Local scour around piers and bridge abutments is one of the reasons for instability and destruction of the bridges. Local scour of a bridge foundation is almost inevitable as far as rivers are concerned. There are generally three types of scours that affect the performance and safety of bridges: local scour, contraction scour, and degradational scour. During the last decades, different arrangements were proposed to protect bridges against local scour. The arrangements for local scour at bridge piers can be grouped in two categories: armoring devices and flow-altering devices. Flow altering devices that have been used to protect piers against local scour include protecting piles placed upstream of the pier, Iowa vanes, and flow deflectors attached to the pier, such as collars. This study addresses the effectiveness of collars on scouring reduction around abutments and pier bridges. Despite the availability of various studies about the effects of collar on scour at bridge pier and abutment (such as Laursen & Toch., 1956; Mashahir & Zarrati., 2002; Kayaturk, 2005 and Khozeymehnezhad et al., 2014), and due to importance of bridges structures, further laboratory investigations are needed to explain the different aspects of collars interactions with abutment and piers scouring phenomena. So the purpose of this study was to study the effects of different sizes of collars on a rectangular abutment and their location to the surface of the sedimentary abutment on bridge group piers scour reduction at the presence of debris. Methodology The experimental tests of this research were carried out at the Hydraulic and Water Structures laboratory of department of water engineering, Shahid Bahonar University of Kerman, on a laboratory flume with 8 m (length), 80 cm (width) and 60 cm (height), having glass walls and metal bottom. All experiments conducted in uniform flow with clear water, rectangular abutment and debris, rectangular collar and cylindrical piers, with non-cohesive particles of sediment with d50=0.91 and Q=51 L/s. The piers model used in the experimental test were steel cylindrical tubes with an effective diameter of three cm and a rectangular abutment in the form of (12×6 cm) made from galvanized sheet; debris model was rectangular shape, 19×7 cm dimensions. The arranangment of piers positions of were in the (2×2) piers group and debris was located on the front piers with a relative depth of 0.3.The dimensions of collars were considered to be 1.5-3 times the length of the abutment, and the experiments were designed in five different submergence ratios for each collar.Experiments on scour were in straight channel. Initially the bed surface was leveled, then inlet valve was opened slowly until discharge of water came to predetermined value so that no scour occurs at the mobile reaches of flume.The effects of four different size of collar in five different submerged ratios on protection of local scour around abutment and piers group with rectangular debris were investigated. Results and Discussion The results of the experiments were presented in two groups: without collars and in the presence of collars. To investigate the process of scoure in presence protective measure, at fierst it needed a series of experiments without any collar on the front piers and bridge abutment. The results indicated that collars caused decrease in the scour hole in all ranges of the present experiment and different submerged ratios.With increasing in dimensions of collar, in all submerged ratios of collar location, corresponding protective capacity of the collars improved leading to reducing the scour depth. Comparison of results indicated that the collar with dimension of 1.5 times the length of the abutment, had the lowest percentage reduction and the collar with dimension of 3 times the length of the abutment had the most percentage of scour reduction, 15% and 75% respectively.Also comparison of the effects of installation height of collars showed that collar reduced the local scour depth around the bridge piers and abutments. Results also indicated that collars installed under the riverbed had more influence on scour reduction than that installed upper riverbed, and collar exactly installed on riverbed had higher effect on scour reduction (nearly 75%). Conclusions In this research, scour around cylindrical piers and rectangular abutment and the effects of the collar dimension and different installation height on the scour protective effects were investigated by laboratory tests. Experimental investigations regarding local scour using collars on cylindrical piers and abutment in presence of debris were carried out. The protective efficiency of collars with different parameters, including collar installation height and collar dimension (size), were investigated and discussed. | ||
| کلیدواژهها [English] | ||
| Abutment, Clear Water, Erosion Control, Local Scour, Rectangular Collar | ||
| مراجع | ||
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Abousaeidi, Z., E., Qaderi, K., Rahimpour, M., & Ahmadi, M. M. (2018). Laboratory investigation of the effect of debris accumulation on the local score at bridge pier and abutment. Journal of Soil and Water Conservation Research, 23(2): 268-282. (in Persian)
Alabi, P. D. (2006). Time development of local scour at bridge pier fitted with a collar (M. Sc. Thesis), University of Saskatchewan, Canada.
Alizadeh, V., Saneie, M., Ajdari-Moghadam, Kh. (2011). Used the buried fin on the reduction of the local Scour around the Bridge abutment. 10th International Conference of Iran Hydraulic. Nov 6-7. Gillan University. (in Persian)
Chiew, Y. M. (1992). Scour protection at bridge piers. Journal of Hydraulic Engineering ASCE, 118(9): pp. 1260-1269.
Defanti, E., Dipasquale, G., & Poggi, D. (2010). An experimental studies of scour at bridge piers: Collars as a countermeasure. 1st European Congress IAHR. May 4-6. Edinburgh, UK.
Diehl, T. (1997). Potential drift accumulation at bridge. Report No. FHWARD -97-028, Hydraulic Eng No. 9, Federal Highway Administration, Washington, D. C.
Hasanpour, N., Hosseinzadeh-Dalir, A., & Arvanaghi, H. (2013). Laboratory of local Scour around Fine-Shape Bridge pier with Collar. Danesh Water and Soil Magazine, 23(2): pp. 221-234. (in Persian)
Huali, L., Roger, A., Kuhnle Brian, D., & Barkdoll, B. D. (2006). Countermeasures against Scour at Abutments. Report No. 49 Oxford, Mississippi.
Kayaturk, S. Y. (2005). Scour and scour protection at bridge abutments(Ph. D. Thesis) Department of Civil Engineering, Middle East Technical University (METU), Ankara, Turkey.
Khodashenas, S. R., Shariati, H., & Esmaeeli, K. (2018). Comparison between the circular and square collar in reduction of local scouring around bridge piers. 8th International River Engineering . June 9-11. Shahid Chamran University, Ahvaz, Iran. (in Persian)
Khozeymehnezhad, H., Ghomeshi, M., & Shafai-Bejestan, M. (2014). Comparison function of symmetric and non-symmetric collar on reduction of local scour around bridge abutment. Irrigation Science and Engineering (Agricultural Scientific Journal), 37(2): pp. 1-12. (in Persian) Kumar, V., Ranga-Raju, K. G., & Vittal, N. (1999). Reduction of local scour around bridge piers using slots and collars. Journal of Hydraulic Engineering, 125(12): pp. 1302-1305.
Lagasse, P. F., Zevenbergen, L. W., & Clipper, P. E. (2010). Impacts of debris on bridge pier scour. Scour and Erosion, pp. 854-863.
Lagasse, P., Zevenbergen, L., Schall, J., & Clopper, P. E. (2007). Countermeasures to protect bridge piers from scour. NCHRP Report No. 593, Transportation Research Record Transportation Research Board, Washington, D. C.
Laursen, E. M., & Toch, A. (1956). Scour around bridge piers and Abutments. Iwoa Highways Research Board, Ames, Iowa.
Li, H., Kuhnle, R. A., & Barkdoll, B. D. (2006). Countermeasures against Scour at Abutments. Report No. 49, USDA Agricultural Research Service and National Sedimentation Laboratory.
Mashahir, M. B., & Zarrati, A. R. (2002). Effect of collar on time development of scouring around rectangular bridge piers. 5th International Conference on Hydro Science and Engineering, Sep. 18-21. Warsaw. Poland.
Melville, B. W., & Dongol, D. M. (1992). Bridge pier scour with debris accumulation. Journal of Hydraulic Engineering, 118(9): pp. 1306-1310.
Melville, B. W., Van, B. S., Coleman, S., & Barkdoll, B. D. (2006). Scour countermeasures for wing-wall abutments. Journal of Hydraulic Engineering, 132(6): pp. 563-574.
Mohammadian, A., Bordbar, A., Masjedi, A., Kamanbedast, A. A., & Heidarnejad, M. (2019). Effect of relative diameter of lattice collar on scouring around airfoil bridge piers. FEB-Fresenius Environmental Bulletin.
Moshashaie, S. M., Aghbolaghi, M. A., & Brojeni, H. S. (2015). Woody debris accumulation on the scour in front of a circular shaped pier with plate pile system. Journal of Water and soil science, 25(2): pp. 141-153.
Parola, A., Apelt, C., & Jempson, M. (2000). Debris Force on Highway Bridge. NCHRP Report No. 445, Transportation Research Record, Transportation Research Board. Washington, D. C.
Rahimi, E., Qaderi, K., Rahimpour, M., & Ahmadi, M. M. (2018). Effect of debris on piers group scour: Experimental Study. KSCE Journal of Civil Engineering, 22(4): pp. 1496-1505.
Raudkivi, A. J., & Ettema, R.1983. Clear-water scour at cylindrical Piers. Journal of Hydraulic Engineering, 1093, pp. 338-350.
Singh, C. P., Setia, B., & Verma, D. V. S. (2001). Collar-sleeve combination as a scour protection device around a circular pier. 29th Congress on Hydraulic of Rivers, 16-21 Sep. 16-21. Beijing, China. | ||
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