Determination of capacity of labyrinth side weir by CFD

Flow Measurement and Instrumentation

Volumn 29, Issue , 2013, Pages 1-8

  Aydin, M Cihan ^a   Emiroglu, M Emin ^b  

^a BITLIS EREN UNIVERSITY   (Turkey)

^b FIRAT UNIVERSITY   (Turkey)

Author keywords

CFD analysis; Free surface flow; Labyrinth weir; Side weir; Water discharge

Indexed keywords

CFD ANALYSIS; DISCHARGE CAPACITIES; FLOOD PROTECTION; FLOW DIVERSION; FREE-SURFACE FLOW; HYDRAULIC BEHAVIOR; HYDROPOWER SYSTEM; LABORATORY MODELS; LABYRINTH WEIRS; LAND DRAINAGE; PHYSICAL MODEL TEST; SEWAGE SYSTEM; STRAIGHT CHANNEL; WATER DISCHARGES;

COMPUTATIONAL FLUID DYNAMICS; FLOOD CONTROL; SEWAGE;

WEIRS;

EID: 84870311324     PISSN: 09555986     EISSN: None     Source Type: Journal    
DOI: 10.1016/j.flowmeasinst.2012.09.008     Document Type: Article

References (36)

1. Ranga Raju K.G., Prasad B., Gupta S.K. Side weir in rectangular channel. Journal of Hydraulics Division 1979, 105:547-554.
2. Hay N., Taylor G. Performance and design of labyrinth weirs. Journal of Hydraulics Engineering 1970, 96(11):2337-2357.
3. Tullis J.P., Amanian N., Waldron D. Design of labyrinth spillways. Journal of Hydraulics Engineering ASCE 1995, 121(3):247-255.
4. Emiroglu M.E., Kaya N., Agaccioglu H. Discharge capacity of labyrinth side weir located on a straight channel. Journal of Irrigation and Drainage Engineering 2010, 136(1):37-46.
5. Ackers P. A theoretical consideration of side-weirs as storm water overflows. Proceedings of the Institute of Civil Engineers 1957, 6:250-269.
6. Collinge V.K. The discharge capacity of side weirs. Proceedings of the Institute of Civil Engineers 1957, 6:288-304.
7. Frazer W. The behavior of side weirs in prismatic rectangular channels. Proceedings of the Institute of Civil Engineers 1957, 6:305-327.
8. Subramanya K., Awasthy S.C. Spatially varied flow over side weirs. Journal of the Hydraulics Division 1972, 98(1):1-10.
9. El-Khashab A., Smith K.V.H. Experimental investigation of flow over side weirs. Journal of the Hydraulics Division ASCE 1976, 102(HY9):1255-1268.
10. Uyumaz A., Muslu Y. Flow over side weirs in circular channels. Journal of the Hydraulics Division ASCE 1985, 111(1):144-160.
11. Helweg O.J. Microcomputer applications in water resources 1991, Prentice-Hall, Englewood Cliffs, NJ.
12. Swamee P.K., Pathak S.K., Ali M.S. Side weir analysis using elementary discharge coefficient. Journal of Irrigation and Drainage Engineering 1994, 120(4):742-755.
13. Agaccioglu H., Yüksel Y. Side-weir flow in curved channels. Journal of Irrigation and Drainage Engineering 1998, 124(3):163-175.
14. Nadesamoorthy T., Thomson A. Discussion of spatially varied flow over side-weirs. Journal of the Hydraulics Division 1972, 98(12):2234-2235.
15. Singh R., Manivannan D., Satyanarayana T. Discharge coefficient of rectangular side weirs. Journal of Irrigation and Drainage Engineering 1994, 120(4):814-819.
16. Yu-Tek L. Discussion of spatially varied flow over side-weirs. Journal of the Hydraulics Division 1972, 98(11):2047-2048.
17. Cheong H.F. Discharge coefficient of lateral diversion from trapezoidal channel. Journal of Irrigation and Drainage Engineering ASCE 1991, 117(4):461-475.
18. Aydin M.C. CFD simulation of free-surface flow over triangular labyrinth side weir. Advances in Engineering Software 2012, 45:159-166.
19. Borghei S.M., Parvaneh A. Discharge characteristics of a modified oblique side weir in subcriticalflow. Flow Measurement and Instrumentation 2011, 22(5):370-376.
20. Emiroglu M.E., Agaccioglu H., Kaya N. Discharging capacity of rectangular side weirs in straight open channels. Flow Measurement and Instrumentation 2011, 22(4):319-330.
21. Agaccioglu H., Emiroglu M.E., Kaya N. Discharge coefficient of side weirs in curved channels. Proceedings of the ICE-Water Management 2012, 165(WM6):339-352.
22. Haddadi H., Rahimpour M. A discharge coefficient for a trapezoidal broad-crested side weir in subcritical flow. Flow Measurement and Instrumentation 2012, 26:63-67.
23. Bagheri S., Heidarpour M. Characteristics of flow over rectangular sharp-crested side weirs. Journal of Irrigation and Drainage Engineering ASCE 2012, 138(6):541-547.
24. Henderson F.M. Open channel flow 1966, Macmillan Publishing Co Inc, New York, p. 522.
25. Emiroglu M.E., Kaya N., Agaccioglu H. Closure to Discharge capacity of labyrinth side weir located on a straight channel. Journal of Irrigation and Drainage Engineering 2011, 137(11):745-746.
26. Bridgeman J., Jefferson B., Parsons S.A. The development and application of CFD models for water treatment flocculators. Advances in Engineering Software 2010, 41:99-109.
27. Aydin M.C., Ozturk M. Verification and validation of a computational fluid dynamics (CFD) model for air entrainment at spillway aerators. Canadian Journal of Civil Engineering 2009, 36:826-836.
28. Schaffrath A., Fischer K.C., Hahm T., Wussow S. Validation of the CFD code fluent by post-test calculation of a density-driven ROCOM experiment. Nuclear Engineering and Design 2007, 237:1899-1908.
29. Hargreaves D.M., Morvan H.P., Wright N.G. Validation of the volume of fluid method for free surface calculation: the broad-crested weir. Engineering Applications of Computational Fluid Mechanics 2007, 1(2):136-146.
30. Novak P., Cabelka J. Models in Hydraulic Engineering. Pitman Publishing Limited, London 1981.
31. F.L.U.E.N.T. Inc. Fluent version 6.2 User's Guide. N.H. Lebanon: FLUENT Inc.; 2005.
32. Freitas C.J. Journal of fluids engineering editorial policy statement on the control of numerical accuracy. Journal of Fluids Engineering, ASME 1993, 115:339-340.
33. Richardson L.F. The approximate arithmetical solution by finite differences of physical problems involving differential equations, with an application to the stresses in a masonry dam. Transactions of the Royal Society of London, Ser A 1910, 210:307-357.
34. Celik I.B., Ghia U., Roache P.J., Freitas C.J., Coleman H., Raad P.E. Procedure for estimation and reporting of uncertainty due to discretization in CFD applications. Journal of Fluids Engineering, ASME 2008, 130. 078001-1-4. 10.1115/1.2960953.
35. Roache P.J. Quantification of uncertainty in computational fluid dynamics. Annual Review Fluid Mechanics 1997, 29:123-160.
36. Roache P.J. Perspective a method for uniform reporting of grid refinement studies. Journal of Fluids Engineering 1994, 116(3):405-413.