Numerical modeling of flow over trapezoidal broad-crested weir

Engineering Applications of Computational Fluid Mechanics

Volumn 5, Issue 3, 2011, Pages 397-405

  Haun, Stefan ^a   Olsen, Nils Reidar B ^a   Feurich, Robert ^a  

^a NORWEGIAN UNIVERSITY OF SCIENCE AND TECHNOLOGY   (Norway)

Author keywords

Free water surface; Marker and Cell approach; Numerical models; Volume of Fluid Method; Water flow

Indexed keywords

EID: 80052328706     PISSN: 19942060     EISSN: 1997003X     Source Type: Journal    
DOI: 10.1080/19942060.2011.11015381     Document Type: Article

References (20)

1. Azimi AH, Rajaratnam N (2009). Discharge characteristics of weirs of finite crest length. Journal of Hydraulic Engineering 135(12):1081-1085.
2. Bazin H (1898). Experiences nouvelles sur l'ecoulement en d'eversoir. Annales des Ponts et Chaussees 68(2): 151-265.
3. Bos MG (1976). Discharge measurement structures. Laboratorium voor Hydraulica an Afvoerhydrologie, Landbouwhogeschool, Wageningen, The Netherlands, Rapport 4.
4. Bhuiyan F, Hey R (2007). Computation of three-dimensional flow field created by weir-type structures. Engineering Applications of Computational Fluid Mechanics 1(4):350-360
5. Flow-3D (2010). User Manual Version 9.4. Flow Science Ink, Santa Fe.
6. Fritz HM, Hager WH (1998). Hydraulics of embankment weirs. Journal of Hydraulic Research 124(9):963-971. (Pubitemid 28540171)
7. Hager WH (1986). Discharge measurement structures. Communication 1, Chaire de constructions hydrauliques, Departement de Genie Civil, EPFL, Lausanne.
8. Hager WH, Schwalt M (1994). Broad Crested Weir. Journal of Irrigation and Drainage Engineering 120(1): 13-26.
9. Hargreaves DM, Morvan HP, Wright NG (2007). Validation of the volume of fluid method for free surface calculation: the broad-crested weir. Engineering Applications of Computational Fluid Mechanics 1(2): 136-147.
10. Hirt CW, Nichols BD (1981). Volume of fluid (VOF) method for the dynamics of free boundaries. Journal of Computational Physics 39:201-225.
11. Launder BE, Spalding DB (1972). Lectures in mathematical models of turbulence. Academic Press, London.
12. Olsen NRB (1999). Computational Fluid Dynamics in Hydraulic and Sedimentation Engineering. Class Notes, Department of Hydraulic and Environmental Engineering, The Norwegian University of Science and Technology.
13. Olsen NRB (2009). A three-dimensional numerical model for simulation of sediment movements in water intakes with multiblock option. User's Manual, by Nils Reidar B. Olsen, Department of Hydraulic and Environmental Engineering, The Norwegian University of Science and Technology.
14. Olsen NRB (2010). Result assessment methods for 3D CFD models in sediment transport computations. 1st Conference of the European section of the IAHR, Edinburgh, Scotland.
15. Patankar SV (1980). Numerical Heat Transfer and Fluid Flow. McGraw-Hill Book Company, New York.
16. Sargison JE, Percy A (2009). Hydraulics of Broad-Crested Weirs with Varying Side Slopes. Journal of Irrigation and Drainage Engineering 135(1): 115-118.
17. Sarker MA, Rhodes DG (2004). Calculation of free-surface profile over a rectangular broad-crested weir. Flow Measurement and Instrumentation 15:215-219. (Pubitemid 39168852)
18. Schlichting H (1979). Boundary layer theory. McGraw-Hill Book Company, New York.
19. Williams JJR (2007). Free-surface simulations using an interface-tracking finite-volume method with 3D mesh movement. Engineering Applications of Computational Fluid Mechanics 1(1):49-56.
20. Woodburn JG (1932). Tests on broad crested weirs, Trans. ASCE1797 96:387-408.