Discharge and Flow Field of the Circular Channel along the Side Weir

Canadian Journal of Civil Engineering

Volumn 42, Issue 4, 2015, Pages 273-280

  Azimi, Hamed ^a   Hadad, Hazhar ^b   Shokati, Zakarya ^b   Salimi, Mohammad Sajad ^c  

^a RAZI UNIVERSITY   (Iran)

^b ISLAMIC AZAD UNIVERSITY   (Iran)

^c ISLAMIC AZAD UNIVERSITY   (Iran)

Author keywords

3D simulation; Circular channel; Discharge coefficient; Side weir discharge

Indexed keywords

FLOW FIELDS; NUMERICAL MODELS; SURFACE DISCHARGES; TURBULENCE MODELS;

3D SIMULATIONS; CIRCULAR CHANNELS; DISCHARGE COEFFICIENTS; DRAINAGE NETWORKS; FREE-SURFACE FLOW; HYDRAULIC ENGINEERS; SIDE- WEIRS; STAGNATION POINTS;

WEIRS;

CHANNEL FLOW; COMPUTER SIMULATION; DISCHARGE; DRAINAGE NETWORK; EXPERIMENTAL STUDY; FLUID FLOW; HYDRAULIC STRUCTURE; HYDROGEOLOGY; NUMERICAL MODEL; THREE-DIMENSIONAL MODELING; TURBULENCE; WASTE;

EID: 84926434300     PISSN: 03151468     EISSN: 12086029     Source Type: Journal    
DOI: 10.1139/cjce-2014-0443     Document Type: Article

References (34)

1. Allen, J.W. 1957. The discharge of water over side weirs in circular pipes. ICE Proceedings, 6(2): 270-287. doi:10.1680/iicep.1957.12363.
2. Aydin, M.C. 2012. CFD simulation of free-surface flow over triangular labyrinth side weir. Advances in Engineering Software, 45(1): 159-166. doi:10.1016/j.advengsoft.2011.09.006.
3. Aydin, M.C., and Emiroglu, M.E. 2013. Determination of capacity of labyrinth side weir by CFD. Flow Measurement and Instrumentation, 29: 1-8. doi:10.1016/j.flowmeasinst.2012.09.008.
4. Azimi, H., Shabanlou, S., and Salimi, M.S. 2014. Free surface and velocity field in a circular channel along the side weir in supercritical flow conditions. Flow Measurement and Instrumentation, 38: 108-115. doi:10.1016/j.flowmeasinst.2014.05.013.
5. Bagheri, S., and Heidarpour, M. 2012. Characteristics of flow over rectangular sharp-crested side weirs. Journal of Irrigation and Drainage Engineering, 138(6): 541-547. doi:10.1061/(ASCE)IR.1943-4774.0000433.
6. Bruce, M. 1995. Discussion and closure: subcritical flow over rectangular side weir. Journal of Irrigation and Drainage Engineering, 121(4): 309-310. doi:10.1061/(ASCE)0733-9437(1995)121:4(309).
7. Cheong, H. 1991. Discharge coefficient of lateral diversion from trapezoidal channel. Journal of Irrigation and Drainage Engineering, 117(4):461-475. doi:10.1061/(ASCE)0733-9437(1991)117:4(461).
8. Coonrod, J., Ho, J., and Bernardo, N. 2009. Lateral outflow from supercritical channels. In Proceedings from the 33rd International Association of Hydraulic Engineering & Research (IAHR) Congress: Water Engineering for a Sustainable Environment, IAHR, Madrid, Spain. pp. 123-130. doi:1928/11162.
9. Delo, E.A., and Saul, A.J. 1989. Charts for the hydraulic design of high side-weirs in storm sewage overflows. ICE Proceedings, 87(2): 175-193. doi:10.1680/iicep. 1989.2002.
10. Ghodsian, M. 2003. Supercritical flow over a rectangular side weir. Canadian Journal of Civil Engineering, 30(3): 596-600. doi:10.1139/l03-004.
11. Hager, W.H. 1994. Supercritical flow in circular-shaped side weir. Journal of Irrigation and Drainage Engineering, 120(1): 1-12. doi:10.1061/(ASCE)0733-9437(1994)120:1(1).
12. Jalili, M.R., and Borghei, S.M. 1996. Discussion: discharge coefficient of rectangular side weirs. Journal of Irrigation and Drainage Engineering, 122(2): 132. doi:10.1061/(ASCE)0733-9437(1996)122:2(132).
13. Mangarulkar, K. 2010. Experimental and numerical study of the characteristics of side-weir flows. M.Sc. thesis, Concordia University, Montreal, Quebec, Canada.
14. McEnroe, B., Swamee, P., Pathak, S., and Ali, M. 1995. Discussion and closure: Subcritical flow over rectangular side weir. Journal of Hydraulic Engineering, 121(4): 309-310.
15. Mohammed, A.Y. 2015. Numerical analysis of flow over side weir. Journal of King Saud University-Engineering Sciences, 27, 37-42. doi:10.1016/j.jksues.2013.03.004.
16. Mohammed, M.Y., and Mohammed, A.Y. 2011. Discharge coefficient for an inclined side weir crest using a constant energy approach. Flow Measurement and Instrumentation, 22(6): 495-499. doi:10.1016/j.flowmeasinst.2011.06.008.
17. Oliveto, G., Biggiero, V., and Fiorentino, M. 2001. Hydraulic features of supercritical flow along prismatic side weirs. Journal of Hydraulic Research, 39(1): 73-82. doi:10.1080/00221680109499804.
18. Ramamurthy, A.S., Subramanya, K., and Carballada, L. 1980. Lateral weir flow model. Journal of Irrigation and Drainage Engineering, 106(1): 9-25.
19. Ramamurthy, A.S., Zhu, W., and Vo, D. 1995. Rectangular lateral weirs in circular open channels. Journal of Hydraulic Engineering, 121(8): 608-612. doi:10.1061/(ASCE)07339429(1995)121:8(608).
20. Rao, K.H.V.D., and Pillai, C.R.S. 2008. Study of flow over side weirs under supercritical conditions. Water Resources Management, 22(1): 131-143. doi:10.1007/s11269-007-9153-4.
21. Subramanya, K., and Awasthy, S.C. 1972. Spatially varied flow over side-weirs. Journal of the Hydraulics Division, 98(1): 1-10.
22. Swamee, P.K., Pathak, S.K., Mohan, M., Agrawal, S.K., and Ali, M.S. 1994. Subcritical flow over rectangular side weir. Journal of Irrigation and Drainage Engineering, 120(1): 212-217. doi:10.1061/(ASCE)0733-9437(1994)120:1(212).
23. Tan, H., Wang, L., and Gilbreth, K. 2007. Design of side weirs in subcritical flow. In Urban Drainage Modeling. pp. 438-449. doi:10.1061/40583(275)42.
24. Uyumaz, A. 1992. Side weir in triangular channel. Journal of Irrigation and Drainage Engineering, 118(6): 965-970. doi:10.1061/(ASCE)0733-9437(1992) 118:6(965).
25. Uyumaz, A. 1997. Side weir in U-shaped channels. Journal of Irrigation and Drainage Engineering, 123(7): 639-646.
26. Uyumaz, A., and Muslu, Y. 1985. Flow over side weirs in circular channels. Journal of Hydraulic Engineering, 111(1): 144-160. doi:10.1061/(ASCE)0733-9429(1985) 111:1(144).
27. Uyumaz, A., and Smith, R.H. 1991. Design procedure for flow over side weirs. Journal of Irrigation and Drainage Engineering, 117(1): 79-90. doi:10.1061/(ASCE)0733-9437(1991)117:1(79).
28. Vatankhah, A.R. 2012a. Water surface profile over side weir in a trapezoidal channel. Proceedings of the Institution of Civil Engineers (ICE) Water Management, 165(5): 247-252.
29. Vatankhah, A.R. 2012b. Analytical solution for water surface profile along a side weir in a triangular channel. Flow Measurement and Instrumentation, 23(1): 76-79. doi:10.1016/j.flowmeasinst.2011.10.001.
30. Vatankhah, A.R. 2012c. New solution method for water surface profile along a side weir in a circular channel. Journal of Irrigation and Drainage Engineering, 138(10): 948-954. doi:10.1061/(ASCE)IR.1943-4774.0000483.
31. Vatankhah, A.R. 2013. Water surface profiles along a rectangular side weir in a U-shaped channel (analytical findings). Journal of Hydrologic Engineering, 18(5): 595-602. doi:10.1061/(ASCE)HE.1943-5584.0000657.
32. Vatankhah, A.R., and Bijankhan, M. 2009. Discussion of ‘method of solution of nonuniform flow with the presence of rectangular side weir’ by Maurizio Venutelli. Journal of Irrigation and Drainage Engineering, 135(6): 812-814. doi:10.1061/(ASCE)IR.1943-4774.0000081.
33. Venutelli, M. 2008. Method of solution of nonuniform flow with the presence of rectangular side weir. Journal of Irrigation and Drainage Engineering, 134(6): 840-846. doi:10.1061/(ASCE)0733-9437(2008)134:6(840).
34. Yüksel, E. 2004. Effect of specific energy variation on lateral overflows. Flow Measurement and Instrumentation, 15(5-6): 259-269. doi:10.1016/j.flowmeasinst.2004.06.005.