| تعداد نشریات | 286 |
| تعداد نشریات سازمان | 84 |
| تعداد شماره‌ها | 2,944 |
| تعداد مقالات | 33,229 |
| تعداد مشاهده مقاله | 43,866,225 |
| تعداد دریافت فایل اصل مقاله | 20,372,516 |
مطالعه‌ی آزمایشگاهی راندمان افزایش اکسیژن محلول آب در سازه‌های کنترل تراز بستر سطح شیب‌دار در رژیم جریان شبه‌یکنواخت | ||
| تحقیقات مهندسی سازه های آبیاری و زهکشی | ||
| دوره 23، شماره 86، مرداد 1401، صفحه 19-50 اصل مقاله (2.32 M) | ||
| نوع مقاله: مقاله پژوهشی | ||
| شناسه دیجیتال (DOI): 10.22092/idser.2022.355968.1485 | ||
| نویسندگان | ||
| سیده معصومه کماکلی1؛ مهدی اسمعیلی ورکی* 2؛ مریم نوابیان3 | ||
| 1دانشجوی کارشناسی ارشد سازه های آبی دانشکده کشاورزی، دانشگا گیلان، رشت، ایران | ||
| 2دانشیار گروه مهندسی آب، دانشکده کشاورزی و وابسته پژوهشی پژوهشکده حوضه آبی دریای خزر، دانشگاه گیلان، رشت، ایران | ||
| 3دانشیار گروه مهندسی آب، دانشکده کشاورزی دانشگاه گیلان، رشت، ایران | ||
| چکیده | ||
| غلظت اکسیژن محلول آب یکی از مهم‌ترین پارامترهای کیفی آب بوده و نقش مهمی در بهبود شرایط زیست محیطی رودخانه‌ها و نیز فرایندهای حذف آهن و منگنز از آب شرب در تصفیه‌خانه‌ها دارد. در تحقیق حاضر، راندمان اکسیژن محلول آب در پایین‌دست سازه کنترل تراز بستر سطح شیب‌دار با شیب‌های 1:3، 1:5 و 1:7 برای شرایط بستر صاف و زبر به صورت آزمایشگاهی مورد بررسی قرار گرفت. آزمایش‌ها برای دامنه وسیعی از دبی جریان، شرایط پرش هیدرولیکی آزاد و مستغرق، چیدمان‌های مختلف زبری با اندازه متوسط مقیاس و غلظت‌های مختلف اکسیژن محلول در بالادست سازه انجام شد. بررسی نتایج نشان داد که در سازه کنترل تراز بستر سطح شیب‌دار با شیب 1:3، ایجاد زبری متوسط مقیاس با چیدمان‌های مختلف، راندمان غلظت اکسیژن محلول (Ef) را نسبت به شرایط بدون اعمال زبری در شرایط پرش هیدرولیکی مستغرق 8 درصد بهبود بخشید ولی با تغییر پرش هیدرولیکی به آزاد عملکرد این سازه‌ها 3 درصد کاهش یافت. مقایسه نتایج حاکی از آن است که با تغییر شیب سازه به 1:5، ایجاد زبری متوسط مقیاس با چیدمان‌های مختلف، در شرایط پرش هیدرولیکی مستغرق افزایش 6 درصدی در مقدار راندمان غلظت اکسیژن محلول نسبت به شرایط بدون اعمال زبری مشاهده گردید ولی با تغییر پرش هیدرولیکی به آزاد عملکرد این سازه‌ها 14 درصد کاهش یافت. با تغییر شیب سازه کنترل تراز بستر سطح شیب‌دار به 1:7 و ایجاد زبری مقدار راندمان غلظت اکسیژن محلول را برای موقعیت‌های پرش هیدرولیکی مستغرق و آزاد، به ترتیب 7 و 3 درصد نسبت به شرایط بدون زبری بهبود یافت. | ||
| کلیدواژه‌ها | ||
| اکسیژن محلول؛ تندآب‌های سنگی؛ زبری متوسط مقیاس؛ سازه کنترل تراز بستر سطح شیب‌دار؛ هوادهی | ||
| عنوان مقاله [English] | ||
| Experimental investigation of effect of the efficiency block ramp on increasing the dissolved oxygen in semi-uniform regime | ||
| نویسندگان [English] | ||
| saeede kamakoly1؛ Mahdi Esmaeili varaki2؛ Maryam Navabian3 | ||
| 1university of guilan | ||
| 2Associate Professor, Dept. of Water Engineering and Department of Water and Environmental Engineering, Caspian Sea Basin Research Center, University of Guilan, Rasht, Iran. | ||
| 3University of guilan | ||
| چکیده [English] | ||
| Introduction The dissolved oxygen concentration in water is one of the most important parameters of water quality and plays an important role in improving the environmental conditions of rivers as well as the processes of removing iron and manganese from drinking water in water treatment plant. One of method to increase level of the dissolved oxygen in water is installation of structures that by increasing turbulence of water lead to entrainment of small bubbles of air into water body. Block ramps are one of the gravity-falling structures that in addition to the optimal performance in the stability of riverbeds, due to the structure of over passing flow and the possibility of applying various roughness’s in size and arrangement, can also act as an aerator structure. Experimental Setup and procedure In this study, the effect of different arrangements of intermediate-scale roughness on increasing the performance of dissolved oxygen in water in the downstream of the block ramp with slopes of 1:3, 1:5 and 1:7 was investigated experimentally. Experimental measurements were conducted in the hydraulics modeling laboratory of the University of Guilan, Iran, in a flume with a rectangular cross-section with, 0.88 m width, 1 m depth and 8.6 m length. A centrifugal pump controlled with an adjustable frequency AC motor supplied a range of discharges in semi-uniform regimes. It should be noted that the flow rate was adjusted using an ultrasonic flow meter with an accuracy of ±0.1 l/s. The DO measurements were conducted with two calibrated portable HQ30D Model DO meters 0.7 m upstream and 2.5 m downstream from the toe of the weirs where air bubbles completely disappeared from view. . During this process, the DO meters continuously recorded the DO measurements. To investigate the performance the block ramp with different slope and arrangements of roughness particles with intermediate scale (2.5<yc/ks<6.5), flow discharges (3.7<H/yc<6.9), and free and submerged hydraulic jump, 248 tests were carried out. Results and discussion Experimental observations and analysis of the results showed that by creating intermediate-scale roughness on block ramps, the flow overpasses in different directions on the rough elements at lower approaching flow depth. Therefore, diffusion of flow along the structure intensifies and performance of increase of dissolved oxygen increases. Experimental observation showed that for smooth block ramp and high level of overpassing flow over roughed surface of block ramp, flow regime is skimming and there is no aeration occurred along structures. Comparison of results showed that for upstream dissolved oxygen of 2 to 5 mg/l at both free and submerged hydraulic jump, performance of the blokramps to increase of Ef increase by increase of flow discharges and corresponding H/yc. However, more increase of flow discharge caused to slightly decrease of Ef. Comparison of results indicated that at Cu = 2mg/l and submerged hydraulic jump, by increasing the slope of smooth block ramps from 1:3 to 1:5 and 1:7, Ef changed from 0.99 to 1.1 and 1.36, respectively. Furthermore, for free hydraulic jump, reduction of slope of smooth blockramp from 1:3 to 1:5 and 1:7, Ef changed from 1.35 to 1.53 and 1.44, respectively. By installing intermediate-scale roughness with various arrangement, on average by increasing the slope of block ramps from 1:3 to 1:5 and 1:7, Ef changed from 1.1 to 1.2 and 1.47, respectively. Furthermore, for free hydraulic jump, reduction of slope of smooth block ramp from 1:3 to 1:5 and 1:7, Ef changed from 1.43 to 1.34 and 1.61, respectively. Comparison of results showed that by installing intermediate-scale roughness with various arrangement Ef increases 7 percent on average for submerged hydraulic jump. Conclusion Comparison of performance of tested structures in all upstream dissolved oxygen concentrations shows that for block ramp with a slope of 1:3, installation of intermediate-scale roughness with different arrangements, performance of dissolved oxygen concentration (Ef) compared to no roughness conditions in ramp hydraulic jump conditions, it has improved by 8%, however, by changing the hydraulic jump to free, the performance of these structures decreased by 3%. Comparison of the results shows that by changing the slope of the structure to 1:5, create intermediate-scale roughness with different arrangements in ramp hydraulic jump conditions a 6% increase in performance of dissolved oxygen concentration was observed compared to no roughness conditions, however, by changing the hydraulic jump to free, the performance of these structures decreased by 14%. By changing the slope of the block ramp to 1:7 and create intermediate-scale roughness with different arrangements like other slopes studied, the performance of dissolved oxygen concentration for ramp and free hydraulic jump conditions, improved by 7 and 3%, respectively, compared to no roughness conditions. | ||
| کلیدواژه‌ها [English] | ||
| Aeration, Block Ramp, Dissolved oxygen, Protruding Boulder, Rock Chutes | ||
| مراجع | ||
|
Ahmad, Z., Petappa, N. M. & Westrich, B.(2009). Energy Dissipation on Block Ramps with Staggered Boulders. Journal of Hydraulic Engineering. 135(6), 522-526.
Ahmad, Z., & Srisvastava, D. (2014). Energy dissipation on block ramps with large scale roughness. International Symposium on Hydraulic Structures. 237-244.
Alborzi Varaki, S., Bijankhan , M. & Daneshkar Arasteh., P. (2018). Application of dimensional analysis to investigate the dissolved oxygen increase using classical hydraulic jump. Iranian Journal of Soil Water Research. 48(5), 975-983.
Baylar, A., & Bagatur, T. (2000). Aeration performance of weirs. Water Engineering and Management. 26(4), 521-526.
Baylar, A., Bagatur, T., & Emiroglu, M. E. (2007). Prediction of oxygen content of nappe, transition and skimming flow regimes in stepped-channel chutes. Sci, Journal of Environmental Engineering. 6(2), 201-208.
Bung, D., & Schlenkhoff, A. (2010). Self-aerated skimming flow on embakment stepped spillways the effect of additional micro-roughness on energy dissipation and oxygen tansfer. First IAHR European Congress. May 3. Heriot-Watt University, School of the Built Environment, Edinburgh.
Chao, A., Chang, S., & Galler, W. (1988). Effect of tempereture on oxygen transfer laboratory studies. Journal of Environmental Engineering. 113(5), 1089-1101.
Emirogle, M. E., & Baylar, A. (2005). Influence of included angle and sill slope on air entrainment of triangular planform labyrinth weirs. Journal of Hydraulic Engineering. 131(3), 184-189.
Esmaeili varaki, M., Habibpanah, M., Biabani, R., & Navabian, M. (2021). Experimental investigation of dissolved oxygen efficiency stepped-labyrinth weirs. Proceedings of the Institution of Civil Engineers – Water Management. 1-14. https://doi.org/10.1680/jwama.20.00075.
Gameson, A. L. H. (1957). Weirs and the aeration of rivers. Journal Institution of Water Engineering. 2(6), 477-490.
Gulliver, J. S. & Rindels, A. J. (1993). Measurement of Air-Water Oxygen Transfer at Hydraulic Structures. Journal of Hydraulic Engineering. 119(3), 327-349.
Gonzalez, A., Takahashi, M., & Chanson, H. (2008). An experimental study of effects of step roughness in skimming flows on stepped chutes. Journal of Hydraulic Engineering, 46(1), 24-35.
Ghare, A. D. Ingle, R. N. Porey, P. D. & Gokhale, S. (2010). Block ramp design for efficient energy dissipation. Journal of Hydraulic Engineering. 136(1), 01–05.
Mohan, S., & Kumar, K. P. (2016). Waste load allocation using machine scheduling: model application. Environmental Processes. 3(1), 139-151.
Mansori konsestani, R., Esmaeili varaki, M., & Navabian, M. (2018). Experimental study of the geometric effect of trapezoidal labyrinth weirs on increase of the dissolved oxygen. Iranian Journal of Soil Water Research. 49(5), 977-990.
Nakasone, H. (1987), Study of aeration at weirs and cascades. Journal of Hydraulic Engineering. 113(1), 64-81.
Oertei, M. (2013). In-Situ Measurements On Cross-Bar Block Ramps. Journal of Hydraulic Engineering Repository. 111-119.
Pagliara, S., & Chiavaccini, P. (2006a). Energy dissipation on block ramps. Journal of Hydraulic Engineering. 132(1), 41–48.
Pagliara, S., & Chiavaccini, P. (2006b). Energy dissipation on reinforced block ramps. Journal of Irrigation and Drainage Engineering. 132(3), 293-297.
Pagliara, S., & Chiavaccini, P. (2006c). Flow resistance of rock chutes with protruding boulders. Journal of Hydraulic Engineering. 132(6), 545–552.
Pagliara, S., Das, R., & Palermo, M. (2008). Energy dissipation on submerged block ramps. Journal of Irrigation and Drainage Engineering. 134(4), 527–532.
Pagliara, S., Carnacina, I., & Roshni, T. (2010). Self-aeration and friction over rock chutes in uniform flow conditions. Journal of Hydraulic Engineering. 136(11), 959-964.
Pagliara, S., Roshni, T., & Palermo, M. (2015). Energy dissipation over large-scale roughness for both transition and uniform flow conditions. International Journal of Civil Engineering. 13(3),341-346.
Subramanya, K. (1986). Flow in Open Channel. Second Edition, Tata McGraw-Hill New Delhi.
Tamagni, S., Weitbrecht, V., & Boes, R.(2010). Design of unstructured block ramps: A state-of-the-art review. Journal of Hydraulic Engineering Repository. 729-736. | ||
|
آمار تعداد مشاهده مقاله: 1,500 تعداد دریافت فایل اصل مقاله: 200 |
||