![سامانه نشر مجلات علمی دانشگاه تهران](./data/logo.png)
تعداد نشریات | 162 |
تعداد شمارهها | 6,578 |
تعداد مقالات | 71,072 |
تعداد مشاهده مقاله | 125,684,887 |
تعداد دریافت فایل اصل مقاله | 98,914,406 |
Effect of Crest Roughness on Flow Characteristics over Circular Weirs | ||
Civil Engineering Infrastructures Journal | ||
مقاله 6، دوره 46، شماره 2، اسفند 2013، صفحه 199-207 اصل مقاله (620.55 K) | ||
نوع مقاله: Research Papers | ||
شناسه دیجیتال (DOI): 10.7508/ceij.2013.02.007 | ||
نویسندگان | ||
Rasoul Ghobadian* 1؛ Ali Fattahi2؛ Milad Farmanifard3؛ Arash Ahmadi4 | ||
1Hydraulic Structures | ||
2Water Resource Engineering | ||
3Young Researchers Club, Kermanshah Branch, Islamic Azad University | ||
4Water Civil Engineering | ||
چکیده | ||
Different construction materials with different roughness used to make circular weirs highly affect surface roughness and, in turn, flow hydraulics passing over these structures. In the present research, numerous experiments under different hydraulic conditions were performed on a physical model to study the effects of roughness on flow hydraulics over a circular weir. The flow hydraulics included velocity profile, discharge coefficient and longitudinal water surface profile. The actual water surface elevation and velocity profile at different cross sections were measured using a point gauge and micro current meter, respectively. About 200 experimental tests were performed on a circular weir made of polyethylene with 29.5 cm height, 30cm wide, and 7.5 cm radius. The results showed that for a constant discharge, as the weir surface roughness increases the upstream water level over the weir increases and the discharge coefficient reduces. The velocity profile at upstream sections of the weir crest is extremely different from that over the weir crest while the velocity profile at downstream sections of the weir crest follows the same pattern as those experienced at the weir crest. Also, the increased roughness makes the velocity profile over the weir more uniform, with a higher average velocity. Finally the effects of roughness on velocity values are less near weir in comparison with water surface. | ||
کلیدواژهها | ||
discharge coefficient؛ Experimental Test؛ Relative Roughness؛ Velocity profile | ||
مراجع | ||
Bazin, H. (1898). “Recent experiments on the flow of water over weirs”, Mémoireset Documents, Annales des Ponts et Chaussées, Paris, France, Sér. 7, 15, 2nd Sem, 151-264.
Chanson, H. and Montes, J.S. (1998). “Overflow characteristics of circular weir: effect of inflow conditions”, Journal of Irrigation and Drainage Engineering, ASCE, 124(3), 152-162.
Creager, W.P. (1917). Engineering of masonry dams, John Wiley and Sons, New York, USA.
Escande, L. and Sananes, F. (1959). “Etudes des Seuils Déversants à Fente Aspiratrice. ('Weirs with suction slots.')”, Journal La Houille Blanche, Dec., No. Special B, 892-902 (in French).
Esmaili, K., Naghavi, B., KouroshVahid, F. and Yazdi, J. (2010). “Experimental and numerical modeling of flow pattern on circular weir”, Journal of Water and Soil, 24(1), 166-179.
Fawer, C. (1937). “Etude de quelques ecoulements permanents a filets courbes (Study of some steady flows with curved streamlines)”, Thesis, Lausanne, Switzerland, Imprimerie La Concorde (in French).
Heidarpour, M., Afzalimehr, H. and Khorami, E. (2002). “Applied of flow function around cylindrical weir crest”, Journal of Technical and Natural Resource, 6(3), 51-61.
Heidarpour, M., Chamani, M.R. and Khorami, E. (2006). “Characteristics of circular-crested and cylindrical weirs”, Journal of Agriculture Science and Natural Resource, 12(6), 21-30
Othman, Kh.I., Tahsen, A.Ch. and Ibrahim, A.I.Al-H. (2010). “Effect of size and surface roughness of cylindrical weirs on overflow characteristics”, Al-Rafidian Engineering Journal, 19(2), 77-89.
Ramamurthy, A.S. and VO, N.D. (1993). “Characteristics of circular crested weir”, Journal of Hydraulic Engineering. ASCE, 119(9), 1055-1063.
Raupach, M.R., Antonia, R.A. and Rajagopalan, S. (1991). “Rough-wall turbulent boundary layers”, Applied Mechanics Reviews, 44(1), 1-25
Rehbok, T. (1929). “The river hydraulic laboratory of the Technical University of Karlsruhe, hydraulic laboratory practice”, ASME, New York, N.Y, 111-242.
Rouve, G. and Indlekofer, H. (1974). “Discharge over Straight Weirs with Semi cylindrical Crest”, Der Bauinge nieur, 49(7), 250-256, (in Germany).
Sarginson, E.J. (1972). “The influence of surface tension on weir flow”, Hydraulic Research Delft, The Netherlands, 10(4), 431-446.
Tahmassebii, S. (2010). “Experimental Study of effect of weir crest roughness on separation region in broad crested weir”, MSc. Thesis, University of Shahid Chamran, Ahvaz, Iran. | ||
آمار تعداد مشاهده مقاله: 2,875 تعداد دریافت فایل اصل مقاله: 2,677 |