| تعداد نشریات | 287 |
| تعداد نشریات سازمان | 85 |
| تعداد شمارهها | 3,159 |
| تعداد مقالات | 35,108 |
| تعداد مشاهده مقاله | 50,528,694 |
| تعداد دریافت فایل اصل مقاله | 90,477,625 |
بررسی آزمایشگاهی تاثیر محل قرارگیری صفحات مشبک افقی از لبه شیبشکن قائم بر عمق استخر و میزان استهلاک انرژی جریان در پایین دست | ||
| تحقیقات مهندسی سازه های آبیاری و زهکشی | ||
| دوره 22، شماره 84، آبان 1400، صفحه 55-68 اصل مقاله (727.57 K) | ||
| نوع مقاله: مقاله پژوهشی | ||
| شناسه دیجیتال (DOI): 10.22092/idser.2021.355547.1482 | ||
| نویسندگان | ||
| رسول دانشفراز* 1؛ مهدی ماجدی اصل2؛ محمد جعفری3 | ||
| 1استاد گروه مهندسی عمران و دانشکده فنی و مهندسی، دانشگاه مراغه، مراغه، ایران | ||
| 2استادیار گروه مهندسی عمران؛ و دانشکده فنی و مهندسی، دانشگاه مراغه، مراغه، ایران | ||
| 3دانشجوی کارشناسی ارشد عمران آب و سازه های هیدرولیکی گروه مهندسی عمران؛ و دانشکده فنی و مهندسی، دانشگاه مراغه، مراغه، ایران | ||
| چکیده | ||
| شیبشکنهای قائم در شبکههای آبیاری جهت کاهش شیبتند طراحی کانال و کاهش عملیات خاکی کاربرد فراوانی دارد. از طرفی به منظور جلوگیری از فرسایش و تخریب در پاییندست این سازهها، از مستهلک کنندههای انرژی استفاده میگردد. در سالهای اخیر صفحات مشبک افقی به عنوان یک مستهلک کننده انرژی در لبه شیبشکن قائم مطرح گردیده است، لذا در تحقیق حاضر بررسی تاثیر فاصله صفحه مشبک افقی از لبه شیبشکن بر روی استهلاک انرژی جریان پاییندست و عمق استخر به صورت آزمایشگاهی انجام گردید. آزمایشها در دو تخلخل صفحات مشبک، سه فاصله نسبی و بازه عمق بحرانی نسبی 0.11 تا 0.29انجام شد. نتایج نشان داد در یک دبی ثابت، با کاهش تخلخل صفحه مشبک و افزایش فاصله نسبی آن از لبه شیبشکن طول نسبی خیس شده صفحات و همچنین طول تلاطم ناشی از ریزش جت افزایش مییابد. علاوه بر این نتایج برای عمق استخر نشان داد که تخلخل صفحات تاثیر چندانی بر عمق استخر نداشته و با افزایش فاصله نسبی صفحات عمق استخر در هر دو تخلخل افزایش مییابد. همچنین در تحقیق حاضر فاصله نسبی صفحه مشبک از لبه شیبشکن تاثیری بر استهلاک انرژی جریان نداشته و با افزایش فاصله نسبی این صفحات تداخل آب و هوا کاهش مییابد. | ||
| کلیدواژهها | ||
| شیبشکن قائم؛ صفحه مشبک افقی؛ تخلخل؛ فاصله نسبی؛ استهلاک انرژی | ||
| عنوان مقاله [English] | ||
| Experimental study of the effect of the location of the horizontal screen from the edge of the vertical drop on the pool depth and the amount of downstream energy loss | ||
| نویسندگان [English] | ||
| Rasoul Daneshfaraz1؛ Mahdi Majedi Asl2؛ Mohammad Jafari3 | ||
| 1Professor, Department of Civil Engineering, Faculty of Engineering, University of Maragheh, Iran. | ||
| 2Assistant professor, Maragheh university | ||
| 3M.Sc. in Civil Engineering-Hydraulic Structures, Department of Civil Engineering, Faculty of Engineering, University of Maragheh, Maragheh, Iran | ||
| چکیده [English] | ||
| Introductions In the early 21st century, vertical screens downstream of small hydraulic structures were proposed as energy dissipators by Rajaratnam and Hurtig (2000). Extensive studies were then performed on thickness, porosity, pore shape, flow angle, and multiple flow currents. The results of these studies showed that the screen with 40% porosity and square hole shape creates the highest energy dissipators. Since the distance of the horizontal screen from the edge of the vertical drop can also affect the hydraulic parameters and flow energy dissipation, so in the present study, for the first time, the effect of the location of the horizontal screen from the vertical drop edge on hydraulic parameters and vertical drop dissipation has been investigated and evaluated. Methodology A laboratory flume 5 m long, 0.3 m wide, and 0.45 m high with zero floor slope and two pumps were used to perform the experiments of the present study. The vertical inclinator at the beginning of the flume was made of glass with a height of 20 cm. Screens made of polyethylene with the shape of circular holes with a diameter of one centimeter, with the zigzag arrangement and two porosities of 40 and 50 percent were prepared and placed at distances of 5, 10, and 15 cm from the edge of the drop, respectively. The flow upstream of the drop was considered subcritical. In all laboratory models, the flow discharge was between 200 and 800 liters per minute and the downstream valve was considered fully open. Results and Discussion Laboratory observations In all experiments and at a constant discharge, it was observed that with increasing distance of the screen from the edge of the drop, climate interference is reduced. Also, for the case where the distance of the screen from the edge of the Inclined was more than half of the height of the drop (S = 15 cm), the screen acted as a flow attenuator and the whole length of the screen was submerged by the current. The flow is transmitted downstream along the length of the screen with short waves. Wet length Screens with 50% porosity have the lowest relative wetting length compared to 40% porosity. Horizontal screens with 40% porosity increase the relative length of wetted plates by 30% compared to 50% porosity. On the other hand, it was observed that in both porosities of the screen, with increasing the relative critical depth to the location of the screen, the relative wetting length of the plates increased. Pool depth It was observed that the depth of the pool increases with the increasing relative distance of the screen from the edge of the drop. In addition, by increasing the angle of impact of the jet planes with the bed, the return flow to the inclined wall increases and increases the depth of the pool. Also, by comparing the depth values of the pool in two porosities and at a constant relative distance, it is inferred that the porosity of the screen does not have a significant effect on the depth of the pool. The length of the turbulence Because the length of turbulence is a function of the relative wetting length of the screen, so decreasing and increasing the wetting length of the screen is effective on the amount of turbulence length created. Since the screen with 50% porosity and relative distance of 0.25 have the lowest wetting length of the plate and also the screen with 40% porosity and relative spacing of 0.5 has the highest relative wetting length, therefore the lowest and highest length values Turbulence is specific to these two models. In general, for the screen with 50% porosity, increasing the screen distance from 0.25 to 0.5 increases the turbulence length by 14%. For a 40% mesh screen, increasing the relative screen distance increases by 10%. Total energy dissipation Based on the studies of previous researchers and the results of the present study, it can be found that none of the parameters of orifice diameter, slope placement, screen, dual horizontal screen, and distance of plate from the vertical edge of the drop does not affect depreciation. It does not exist and only increases or decreases climate interference. Conclusions The results showed that with increasing the relative distance of the inclined, the discharge, and decreasing the porosity of the screen, the wetting length and the turbulence length of the screen increase. In addition, in examining the depth of the pool, the results showed that increasing the relative distance of the plate from the edge of the drop led to an increase in the depth of the pool in both pores of the screen. Finally, although increasing the relative distance of the plate from the edge of the drop reduced the climatic interference, they still did not affect the energy dissipation of the flow. | ||
| کلیدواژهها [English] | ||
| Turbulence length, Climate interference, Wet length, screen distance | ||
| مراجع | ||
|
Balkis, G. (2004). Experimental Investigation of Energy Dissipation through Inclined Screens. (Doctoral dissertation, Middle East Technical Univ, Ankara, Turkey).
Bozkus, Z., Çakir, P., & Ger, A. M. (2007). Energy dissipation by vertically placed screens. Canadian Journal of Civil Engineering, 34(4), 557-564.
Çakir, P. (2003). Experimental investigation of energy dissipation through screens (Doctoral dissertation, M. Sc. thesis, Department of Civil Engineering, Middle East Technical University, Ankara, Turkey).
Chiu, C. L., Fan, C. M., & Tsung, S. C. (2017). Numerical modeling for periodic oscillation of free overfall in a vertical drop pool. Journal of Hydraulic Engineering, 143(1), 04016077.
Daneshfaraz, R., Sadeghfam, S., & Ghahramanzadeh, A. (2017). Three-dimensional numerical investigation of flow through screens as energy dissipators. Canadian Journal of Civil Engineering, 44(10), 850-859.
Daneshfaraz, R., hasanniya, V., Mirzaei, R., Bazyar, A. (2020a). Experimental Investigation of the Effect of Positive Slope of the Horizontal Screen on Hydraulic Characteristics of Vertical Drop. Iranian Journal of Soil and Water Research, 50(10), 2499-2509. doi: 10.22059/ijswr.2019.283685.668238(in farsi)
Daneshfaraz, R., Majedi Asl, M., Razmi, S., Norouzi, R., Abraham, J. (2020b). Experimental investigation of the effect of dual horizontal screens on the hydraulic performance of a vertical drop. Int. J. Environ. Sci. Technol, https://doi.org/10.1007/s13762-019-02622-x.
Daneshfaraz, R., Ghaderi, A., Di Francesco, S., & Khajei, N. (2021a). Experimental study of the effect of horizontal screen diameter on hydraulic parameters of vertical drop. Water Supply.DOI: https://doi.org/10.2166/ws.2021.077.
Daneshfaraz, R., Hasannia, V., Norouzi, R., Sihag, P., Sadeghfam, S., & Abraham, J. (2021b). Investigating the Effect of Horizontal Screen on Hydraulic Parameters of Vertical Drop. Iranian Journal of Science and Technology, Transactions of Civil Engineering, 1-9.
Daneshfaraz, R., Bagherzadeh, M., Ghaderi, A., Di Francesco, S., & Asl, M. M. (2021c). Experimental investigation of gabion inclined drops as a sustainable solution for hydraulic energy loss. Ain Shams Engineering Journal.
Daneshfaraz, R., Majedi Asl, M., Bagherzadeh, M. (2021d). Experimental Investigation of the Performance of Inclined Gabion Drop Equipped with a Horizontal Screen. Iranian Journal of Soil and Water Research, 52(1), 81-93. doi: 10.22059/ijswr.2020.308412.668705. (in farsi)
Daneshfaraz, R., Bagherzadeh, M., Esmaeeli, R., Norouzi, R., & Abraham, J. (2021e). Study of the performance of support vector machine for predicting vertical drop hydraulic parameters in the presence of dual horizontal screens. Water Supply, 21(1), 217-231.
Daneshfaraz, R., Sadeghfam, S., Hasanniya, V., Abraham, J., Norouzi, R. (2022). Experimental Investigation on Hydraulic Efficiency of Vertical Drop Equipped with Vertical Screens. Teknik Dergi, 33 (5), DOI: 10.18400/tekderg.755938. (In Press)
Esen, I. I., Alhumoud, J. M., & Hannan, K. A. (2004). Energy Loss at a Drop Structure with a Step at the Base. Water international, 29(4), 523-529.
Hong, Y. M., Huang, H. S., & Wan, S. (2010). Drop characteristics of free-falling nappe for aerated straight-drop spillway. Journal of Hydraulic Research, 48(1), 125-129.
Hasannia, V., Daneshfaraz, R., Sadeghfam, S. (2019). Experimental investigating on hydraulic parameters of vertical drop equipped with combined screens. Amirkabir Journal of Civil Engineering, 52(10), 6-6. doi: 10.22060/ceej.2019.16431.6223(in farsi)
Kabiri-Samani, A. R., Bakhshian, E., & Chamani, M. R. (2017). Flow characteristics of grid drop-type dissipators. Flow Measurement and Instrumentation, 54, 298-306.
Liu, S. I., Chen, J. Y., Hong, Y. M., Huang, H. S., & Raikar, R. V. (2014). Impact characteristics of free over-fall in pool zone with upstream bed slope. Journal of Marine Science and Technology, 22(4), 476-486.
Mahmoud, M.I., Ahmed, S.S. And Al-Fahal, A.S.A. (2013). Effect of different shapes of holes on energy dissipation through perpendicular screen. Journal of Environmental Studies, 12, 29-37.
Mirzaee, R., Hosseini, K., mousavi, F. (2021). Numerical investigation on energy loss in vertical drop with horizontal serrated edge. Journal of Hydraulics, 16(1), 23-36. doi: 10.30482/jhyd.2021.256774.1486(in farsi)
Nayebzadeh, B., Lotfollahi-yaghin, M., Daneshfaraz, R. (2019). Experimental study of Energy Dissipation at a Vertical Drop Equipped with Vertical Screen with Gradually Expanding at the Downstream. Amirkabir Journal of Civil Engineering, 52(12), 7-7. doi: 10.22060/ceej.2019.16493.6265(in farsi)
Rajaratnam, N., & Chamani, M. R. (1995). Energy loss at drops. Journal of Hydraulic Research, 33(3), 373-384.
Rajaratnam, N., & Hurtig, K. I. (2000). Screen-type energy dissipator for hydraulic structures. Journal of Hydraulic Engineering, 126(4), 310-312.
Sadeghfam, S., Akhtari, A. A., Daneshfaraz, R., & Tayfur, G. (2015). Experimental investigation of screens as energy dissipaters in submerged hydraulic jump. Turkish Journal of Engineering and Environmental Sciences, 38(2), 126-138.
Sharif, M., & Kabiri-Samani, A. (2018). Flow regimes at grid drop-type dissipators caused by changes in tail-water depth. Journal of Hydraulic Research, 1-12.
| ||
|
آمار تعداد مشاهده مقاله: 512 تعداد دریافت فایل اصل مقاله: 385 |
||