Characterising strongly advected discharges in the initial dilution zone

Environmental Fluid Mechanics

Volumn 7, Issue 1, 2007, Pages 23-41

  Kikkert, G A ^a   Davidson, Mark J ^a   Nokes, R I ^a  

^a UNIVERSITY OF CANTERBURY   (New Zealand)

Author keywords

Advected thermals; Double Gaussian; Experimental data; Momentum puffs

Indexed keywords

COMPUTER SIMULATION; DISCHARGE (FLUID MECHANICS); FLOW OF FLUIDS; MATHEMATICAL MODELS;

ADVECTION; DILUTION; DISCHARGE; FLUID FLOW; NUMERICAL MODEL;

EID: 33846521877     PISSN: 15677419     EISSN: None     Source Type: Journal    
DOI: 10.1007/s10652-006-9011-6     Document Type: Article

References (22)

1. Jirka GH (2004) Integral model for turbulent buoyant jets in unbounded stratified flows part 1: Single round jet. J Env Fluid Mech (4):1-56
2. Lee JWH, Cheung V, Wang WP, and Cheung SKB (2000) Lagrangian modeling and visualization of rosette outfall plumes. Proceedings of the Hydrodynamics 2000, Iowa, 23-27 July 2000
3. Knudsen M (1988) Buoyant horizontal jets in an ambient flow. PhD Thesis, Department of Civil Engineering, University of Canterbury, Christchurch, New Zealand
4. Davidson MJ, Knudsen M, Wood IR (1991) Behaviour of a single, horizontally discharged, buoyant flow in a non-turbulent coflowing ambient fluid. J Hydr Res IAHR 29(4):545-566
5. Cheung V (1991) Mixing of a round buoyant jet in a current Ph.D. Thesis, Department of Civil Engineering, The University of Hong Kong
6. Wong CF, Lee JHW (1991) Experiments on advected line thermals. In: Proceedings of the international symposium on environmental hydraulics, Hong Kong, 16-18 December 1991. A.A. Balkema, Rotterdam, The Netherlands
7. Gaskin S (1995) Single buoyant jet in a crossflow and the advected line thermal. PhD Thesis, Department of Civil Engineering, University of Canterbury, Christchurch, New Zealand
8. Chu PCK (1996) Mixing of turbulent advected line puffs. Ph.D. Thesis, Department of Civil and Structural Engineering, The University of Hong Kong, Hong Kong
9. Davidson MJ (1989) The behaviour of single and multiple, horizontally discharged, buoyant flows in a non-turbulent coflowing ambient. Ph.D. Thesis, Department of Civil Engineering, University of Canterbury, Christchurch, New Zealand
10. Wong CF (1991) Advected line thermals and puffs. M.Phil. Thesis, The University of Hong Kong, Hong Kong
11. Kikkert GA (2006) Buoyant jets with two and three-dimensional trajectories. Ph.D. Thesis, Department of Civil Engineering, University of Canterbury, Christchurch, New Zealand
12. Davidson MJ, Pun KL (1998) Hybrid model for prediction of initial dilutions from outfall discharges. J Hyd Eng ASCE 124(12):1188-1197
13. Kikkert GA, Davidson MJ, Nokes RI (2004) Light attenuation data from weakly and strongly advected discharges. In: Proceedings of the 4th international symposium on environmental hydraulics, vol. 1, pp337-342
14. Nokes RI (2005) ImageStream Version 4.01. Manual, Department of Civil Engineering, Christchurch, New Zealand
15. Cenedese C, Dalziel S (1998) Concentration and depth fields determined by the light transmitted through a dyed solution. In: Proceedings of the 8th international symposium on flow visualization (ISFV'98), Sorento, Italy
16. Wright SJ (1977) Mean behaviour of buoyant jets in a crossflow. J Hydraulic Div ASCE 103(HY5):499-513
17. Fan LN (1967) Turbulent buoyant jets into stratified or flowing ambient fluids. Report No. KH-R-15, W. M. Keck Laboratory of Hydraulic and Water Resources, Carlifornia Institute of Technology, Pasadena, CA
18. Pratte BD, Baines WD (1967) Profiles of round turbulent jet in cross flow. J Hydraulic Div ASCE 93(HY6):53-64
19. Hung WK (1998) A jet at an oblique angle to a cross-flow. Project Thesis, Department of Civil Engineering Department, The Hong Kong University of Science and Technology, Hong Kong
20. Jordinson R (1956) Flow in a jet directed normal to a wind. Technical Report R & M 3974,British ARC
21. Keffer JF, Baines WD (1963) The round turbulent jet in a cross-wind. J Fluid Mech 15(4):481-497
22. Chu VH, Goldberg MB (1974) Buoyant forced plumes in crossflow. J Hydraulic Div ASCE (122(1)):27-34