پیوندهای مفید
آمار
| تعداد نشریات | 8 |
| تعداد شماره‌ها | 428 |
| تعداد مقالات | 5,579 |
| تعداد مشاهده مقاله | 6,867,737 |
| تعداد دریافت فایل اصل مقاله | 5,833,372 |
بررسی آزمایشگاهی هیدرولیک جریان در سرریزهای پلهای توریسنگی | ||
| نشریه مهندسی عمران امیرکبیر | ||
| مقاله 1، دوره 53، شماره 8، آبان 1400، صفحه 3169-3186 اصل مقاله (2.12 M) | ||
| نوع مقاله: مقاله پژوهشی | ||
| شناسه دیجیتال (DOI): 10.22060/ceej.2020.17256.6502 | ||
| نویسندگان | ||
| فرزین سلماسی* 1؛ سینا رازی2؛ علی حسین زاده دلیر3 | ||
| 1Tabriz University, Agricultural faculty, Irrigation department | ||
| 2دانشجوی دکتری، گروه علوم و مهندسی آب، دانشگاه تبریز | ||
| 3گروه مهندسی آب، دانشگاه تبریز | ||
| چکیده | ||
| در این تحقیق با استفاده از مدل فیزیکی، مؤلفههای مختلفی که بر روی اُفت انرژی جریان عبوری از روی سرریزهای پلهای توریسنگی مؤثر هستند، مطالعه و با نتایج دیگر محققان نیز مقایسه صورت گرفته است. جریان عبوری از سرریز توریسنگی هم به صورت درونگذر و هم به صورت روگذر انجام گرفت. دامنه دبی بکار رفته در این تحقیق در محدوده 5 الی 65 لیتر بر ثانیه است. از ذرات یکنواخت با سه قطر متوسط 10، 25 و 40 میلیمتر استفاده شد. ارتفاع و عرض مدلهای فیزیکی ساخته شده از سرریز پلکانی توریسنگی به ترتیب 60 و 40 سانتیمتر، با پلههای 3 تایی و شیبنمای پاییندست سرریزها (افقی: عمودی) 1:1، 1:2 و 1:3 هستند. آستانههای انتهایی به کار گرفته شده مستطیلی و شیبدار هستند. نتایج نشان داد که تأثیر آستانهها در سرریزهای پلهای توریسنگی با شیبنمای پاییندست کمتر، بیشتر از حالتی است که سرریز دارای شیبنمای پاییندست تندتر است. تأثیر آستانهها بر اُفت انرژی جریان در سرریز با مصالح 40 میلیمتر و شیبنمای پاییندست 1:2 حدود 10 درصد بیشتر از همان سرریز با شیبنمای پاییندست 1:1 بوده و در سرریز با مصالح 10 میلیمتر و شیبنمای پاییندست 1:2 حدود 30 الی 35 درصد بیشتر از همان سرریز با شیبنمای پاییندست 1:1 است. لذا وجود آستانهها در سرریز پلهای با بدنه مصالح 10 و 40 میلیمتر به ترتیب بیشترین و کمترین تأثیر را بر اُفت انرژی جریان دارند. از طرفی تأثیر آستانه مستطیلی بر اُفت انرژی جریان حدود 3 الی 4 درصد بیشتر از تأثیر آستانه مثلثی است. | ||
| کلیدواژه‌ها | ||
| توریسنگی؛ سرریز پلهای؛ آستانه مستطیلی؛ آستانه شیبدار؛ افت انرژی | ||
| موضوعات | ||
| سازه های هیدرولیکی | ||
| عنوان مقاله [English] | ||
| Laboratory Study of the Hydraulics of Flow in Gabion Stepped Weirs | ||
| نویسندگان [English] | ||
| Farzin Salmasi1؛ Sina Razi2؛ Ali Hossinzadeh Dalir3 | ||
| 2PhD candidate, University of Tabriz, Tabriz-Iran | ||
| 3Professor, Water engineering department, University of Tabriz, Tabriz-Iran | ||
| چکیده [English] | ||
| In this study, different components that affect energy dissipation on flow over gabion-stepped spillways were investigated using physical models, and comparisons were made with the other studies. Flow over gabion spillway was conducted in both through flow and overflow simultaneously. The discharge is in the range of 5 to 65 liters per second. Uniform particles with three medium diameters of 10, 25, and 40 mm were used. The height and width of the physical models were 60 and 40 cm, respectively, with 3 steps and the downstream slope of weirs was 1:1, 1:2, and 1:3 (V: H). Tow end sills including rectangular and inclined shapes were used. The results showed that the effect of end sills in gabion-stepped weirs with lower slope is more than that of weirs comprising higher slope. The effect of the end sills on the energy dissipation in the weir for d50=40 mm and S=1:2 is about 10% more than the weir with d50=10 mm and S=1:1. In weir including d50=10 mm and S=1:2 is about 30 to 35 percent more than the weir with d50=10 mm and S=1:1. Therefore, the existence of end sills in the weirs with the body of materials of d50=10 and 40 mm have the highest and the least effects on the energy dissipation. On the other hand, the effect of the rectangular end sill on the energy loss is about 3-4% more than that the effect of the triangular end sill. | ||
| کلیدواژه‌ها [English] | ||
| Energy loss, Gabion, Inclined end sill, Rectangular end sill, Stepped weir | ||
| مراجع | ||
|
[1] Ohtsu, Y. Yasuda, M. Takahashi, Flow characteristics of skimming flows in stepped channels, Journal of Hydraulic Engineering, 130(9) (2004) 860-869. [2] C. Chinnarasri, S. Donjadee, U. Israngkura, Hydraulic characteristics of gabion-stepped weirs, Journal of Hydraulic Engineering, 134(8) (2008) 1147-1152. [3] F. Salmasi, M. Chamani, D.F. Zadeh, Experimental study of energy dissipation over stepped gabion spillways with low heights, Iranian Journal of Science and Technology. Transactions of Civil Engineering, 36(C2) (2012) 253. [4] H.I. Mohamed, Flow over gabion weirs, Journal of Irrigation and Drainage Engineering, 136(8) (2009) 573-577. [5] R.M. Sorensen, Stepped spillway hydraulic model investigation, Journal of Hydraulic Engineering, 111(12) (1985) 1461-1472. [6] W. Rand, Flow geometry at straight drop spillways, in: Proceedings of the American Society of Civil Engineers, ASCE, 1955, pp. 1-13. [7] L.A. Peyras, P. Royet, G. Degoutte, Flow and energy dissipation over stepped gabion weirs, Journal of Hydraulic Engineering, 118(5) (1992) 707-717. [8] G.C. Christodoulou, Energy dissipation on stepped spillways, Journal of Hydraulic Engineering, 119(5) (1993) 644-650. [9] M. Chamani, N. Rajaratnam, Characteristics of skimming flow over stepped spillways, Journal of Hydraulic Engineering, 125(4) (1999) 361-368. [10] U. Fratino, A. Piccinni, G. de Marinis, Dissipation efficiency of stepped spillways, in: H.-E. Minor and W. Hager, Proceeding of the International Workshop on Hydraulics of Stepped Spillways, IAHR, AA Balkema/Rottersam/Brookfield, Zurich, Switzerland, 2000. [11] T. Chaturabul, Experimental study of flow behavior through stepped channels with end sills, MS Thesis, King Mongkut’s University of Technology, Thailand, 2002. [12] C. Chinnarasri, S. Wongwises, Flow Patterns and Energy Dissipation over Various Stepped Chutes, Journal of Irrigation and Drainage Engineering, 132(1) (2006) 70-76. [13] A. Hamedi, A. Mansoori, I. Malekmohamadi, H. Roshanaei, Estimating energy dissipation in stepped spillways with reverse inclined steps and end sill, in: World Environmental and Water Resources Congress 2011: Bearing Knowledge for Sustainability, 2011, 2528-2537. [14] M. Tuna, Effect of offtake channel base angle of stepped spillway on scour hole, Iranian Journal of Science and Technology. Transactions of Civil Engineering, 36(C2) (2012) 239. [15] M.C. Tuna, M.E. Emiroglu, Effect of step geometry on local scour downstream of stepped chutes, Arabian Journal for Science and Engineering, 38(3) (2013) 579-588. [16] H.K. Zare, J.C. Doering, Effect of rounding edges of stepped spillways on the flow characteristics, Canadian Journal of Civil Engineering, 39(2) (2012) 140-153. [17] S. Felder, H. Chanson, Effects of Step Pool Porosity upon Flow Aeration and Energy Dissipation on Pooled Stepped Spillways, Journal of Hydraulic Engineering, 140(4) (2014) 04014002. [18] D. Wuthrich, H. Chanson, Aeration performances of a gabion stepped weir with and without capping, Environmental Fluid Mechanics, 15(4) (2014) 711-730. [19] G. Zhang, H. Chanson, Gabion stepped spillway: interactions between free-surface, cavity, and seepage flows, Journal of Hydraulic Engineering, 142(5) (2016) 06016002. [20] E. Asadi, A.H. Dalir, D. Farsadizadeh, Y. Hassanzaheh, F. Salmasi, Energy dissipation of skimming flow with different sill dimensions in stepped spillway model, International Journal of Agriculture and Biosciences, 4(3) (2015) 118-121. [21] E.A. Elnikhely, Investigation and analysis of scour downstream of a spillway, Ain Shams Engineering Journal, 9(4) (2018) 2275-2282. [22] G.M.A. Aal, M. Sobeah, E. Helal, M. El-Fooly, Improving energy dissipation on stepped spillways using breakers, Ain Shams Engineering Journal, (2017). [23] S.H. Rajaei, S.R. Khodashenas, K. Esmaili, Laboratory Analysis of Energy Losses in Gabion Steeped Spillways With and Without Sedimentation at Upstream, Iranian Journal of Irrigation and Drainage, 11(5) (2017) 900-910 (In Persian). [24] M. Sadrianzadeh, M. Mahmoudian, A. Fathi, H. Eslami, Investigation of the Concentration of Mixed Air With the Flow of Water at Different Points on the Stepped Spillway in the Flow Non-falling With the FLUENT Model and a Physical Model, Journal of Water Engineering, 4(2) (2016) 50-58 (In Persian). [25] C. Chinnarasri, S. Wongwises, Flow regimes and energy loss on chutes with upward inclined steps, Canadian Journal of Civil Engineering, 31(5) (2004) 870-879. [26] D. Stephenson, Gabion energy dissipators, in: Proc. 13th ICOLD Congress, 1979, pp. 33-43. [27] C.l. Chen, Momentum and energy coefficients based on power-law velocity profile, Journal of Hydraulic Engineering, 118(11) (1992) 1571-1584. [28] H. Chanson, Hydraulics of skimming flows over stepped channels and spillways, Journal of Hydraulic Research, 32(3) (1994) 445-460. [29] N. Rajaratnam, Skimming flow in stepped spillways, Journal of Hydraulic Engineering, 116(4) (1990) 587-591. [30] C. Chinnarasri, Assessing the flow resistance of skimming flow on the step faces of stepped spillways, Dam Engineering, 12(4) (2002) 303-322. [31] I.T.S. Essery, M.W. Horner, The hydraulic design of stepped spillways, Construction Industry Research and Information Association, 1971. [32] E. Beitz, M. Lawless, Hydraulic model study for dam on GHFL 3791 Isaac River at Burton Gorge, Water Resources Commission Report, (1992). [33] J.C. Bathurst, Flow resistance of large-scale roughness, Journal of Hydraulics Division, 104(12) (1978) 1587-1603. [34] J.C. Bathurst, D.B. Simons, R.-M. Li, Resistance equation for large-scale roughness, Journal of Hydraulics Division, 107(12) (1981) 1593-1613. [35] S. Pagliara, P. Chiavaccini, Energy dissipation on block ramps, Journal of Hydraulic Engineering, 132(1) (2006) 41-48. | ||
|
آمار تعداد مشاهده مقاله: 797 تعداد دریافت فایل اصل مقاله: 1,303 |
||