Vertical velocity distributions through and above submerged, flexible vegetation

Hydrological Sciences Journal

Volumn 53, Issue 4, 2008, Pages 905-920

  Kubrak, Elzbieta ^a   Kubrak, Janusz ^a   Rowiński, Paweł M ^b  

^a WARSAW UNIVERSITY OF LIFE SCIENCES   (Poland)

^b INSTITUTE OF GEOPHYSICS   (Poland)

Author keywords

Mixing length; Submerged flexible vegetation; Velocity measurements; Vertical velocity distributions

Indexed keywords

BOUNDARY LAYERS; MIXING; OPEN CHANNEL FLOW; SURFACE ROUGHNESS;

EDDY VISCOSITIES; LABORATORY EXPERIMENTS; LONGITUDINAL VELOCITIES; MIXING LENGTH; ONE-DIMENSIONAL; OPEN-CHANNEL FLOWS; STEADY-STATE MODELING; SUBMERGED FLEXIBLE VEGETATION; SUBMERGED VEGETATION; VELOCITY MEASUREMENTS; VELOCITY PROFILING; VERTICAL PROFILING; VERTICAL VELOCITIES; VERTICAL VELOCITY DISTRIBUTIONS; WATER VELOCITIES;

VEGETATION;

DRAG; FLOW VELOCITY; MEASUREMENT METHOD; OPEN CHANNEL FLOW; SUBMERGED VEGETATION; SURFACE ROUGHNESS; VERTICAL DISTRIBUTION;

EID: 52649164509     PISSN: 02626667     EISSN: None     Source Type: Journal    
DOI: 10.1623/hysj.53.4.905     Document Type: Article

References (39)

1. Ackerman, J. & Okubo, A. (1993) Reduced mixing in marine macrophyte canopy. Funct. Ecol. 7, 305-309.
2. Baptist, M. J. (2005) Modelling Floodplain Biogeomorphology. Delft University Press, The Netherlands.
3. Bayazit, M. (1976) Free surface flow in a channel of large relative submergence. J. Hydraul. Res. 14(2), 115-126.
4. Bertram, H. U. (1985) Über den Abfluß in Trapezgerinnen mit extremer Böschungsrauheit. Mitteilungen Leichtweiß-Institut. Heft 86, Institut für Wasserbau der Technischen Universität Braunschweig, Germany.
5. Burke, R. W. & Stolzenbach, K. D. (1983) Free surface flow through salt marsh grass. MIT-Sea Grant Report MITSG 83-16, Mass. Inst. of Technol., Cambridge, USA.
6. Defina, A. & Bixio, Ch. (2005) Mean flow and turbulence in vegetated open channel flow. Water Resour. Res. 41, 1-12.
7. Dittrich, A. & Koll, K. (1997) Velocity field and resistance of flow over rough surfaces with large and small relative submergence. Int. J. Sed. Res. 12(3), 21-33.
8. Erduran, K. S. & Kutija, V. (2003) Quasi-three-dimensional numerical model for flow through flexible, rigid, submerged and non-submerged vegetation. J. Hydroinf. 5, 189-202.
9. Ghisalberti, M. & Nepf, H. (2004) The limited growth of vegetated shear-layers. Water Resour. Res. 40, W07502, doi:10.1029/ 2003WR002776.
10. Hsieh, P.-C. & Shiu, Y.-S. (2006) Analytical solutions for water flow passing over a vegetal area. Adv. Water Resour. 29, 1257-1266.
11. Järvelä, J. (2002) Flow resistance of flexible and stiff vegetation: a flume study with natural plants. J. Hydrol. 269, 44-54.
12. Khublaryan, M. G., Frolov, A. P. & Zyryanov, V. N. (2004) Modeling water flow in the presence of higher vegetation. Water Resour. Res. 31, 617-622.
13. Kubrak, E. (2007) Distributions of water velocities in open-channels with stems simulating vegetation. PhD Dissertation, Faculty of Engineering and Environmental Science, Warsaw Agricultural University, Poland.
14. Koch, E. W. & Gust, G. (1999) Water flow in tide- and wave-dominated beds of the seagrass Thalassia testundinum. Marine Ecol. Prog. 184, 63-72.
15. Klopstra, D., Barneveld, H. J., Van Noortwijk, J. M. & Van Velzen, E. H. (1997) Analytical model for hydraulic roughness of submerged vegetation. In: Managing Water: Coping with Scarcity and Abundance (Proc. Theme A, 27th Congress of IAHR, San Francisco, USA), 775-780. Am. Soc. Civil Engineers, New York, USA.
16. Leonard, L. & Luther, M. (1995) Flow hydrodynamics in tidal marsh canopies. Limnol. Oceanogr. 40, 1474-1484.
17. Leonard, L. & Reed, D. J. (2002) Hydrodynamics and sediment transport through tidal marsh canopies. J. Coastal Res. 36, 459-469.
18. Lopez, F. & Garcia, M. H. (2001) Mean flow and turbulence structure of open-channel flow through non-emergent vegetation. J. Hydraul. Engng 127, 392-402.
19. Meijer, D. G. & Van Velzen, E. H. (1999) Prototype scale flume experiments on hydraulic roughness of submerged vegetation. In: Hydraulic Engineering for Sustainable Water Resources Management at the Turn of the Millennium (ed. by H. Bergmann, R. Kraier & H. Breinhaelter) (Proc. 28th Int. IAHR Congress, Graz, Austria). Technical University Graz, Austria.
20. Nepf, H. M. (1999) Drag, turbulence and diffusion in flow through emergent vegetation. Water Resour. Res. 35, 479-489.
21. Nepf, H. M. & Koch, E. W. (1999) Vertical secondary flows in submersed plant-like arrays. Limnol. Oceanogr. 44, 1072-1080.
22. Nepf, H. M. & Vivoni, E. R. (2000) Flow structure in depth-limited, vegetated flow. J. Geophys. Res. 105, 28547-28557.
23. Nezu, I. & Nakagawa, H. (1993) Turbulence in Open-channel Flow. IAHR Monograph, Balkema, Rotterdam, The Netherlands.
24. Pasche, E. (1984) Turbulence mechanism in natural streams and the possibility of its mechanical representation. Heft 52, Mitteilungen Institut für Wasserbau und Wasserwirtschaft, RWTH Aachen, Germany (in German).
25. Porkrajac, D., Finnigan, J. J., Manes, C., McEwan, I. & Nikora, V. (2006) On the definition of the shear velocity in rough bed open channel flows. In: River Flow 2006 (ed. by R. M. L. Ferreira, E. C. T. L. Alves, J. G. A. B. Leal & A. H. Cardoso), 89-98. Taylor & Francis Group, London, UK.
26. Prandtl, L. (1933) Neuere Ergebnisse der Turbulenzforschung. Z. Vereines deutscher Ingenieure 77(5), 105-113 (in German).
27. Righetti, M. & Armanini, A. (2002) Flow resistance in open channel flows with sparsely distributed bushes. J. Hydrol. 269, 55-64.
28. Rowiński P. M. & Kubrak, J. (2002a) A mixing-length model for predicting vertical velocity distribution in flows through emergent vegetation. Hydrol. Sci. J. 47(6), 893-904.
29. Rowiński, P. M. & Kubrak, J. (2002b) Velocity profiles on vegetated flood plains. In: River Flow 2002 (ed. by D. Bousmar & Y. Zech), vol. 1, 303-309. Swets & Zeitlinger, Lisse, The Netherlands.
30. Rowiński, P. M. & Mazurczyk, A. (2006) Turbulent characteristics of flows through emergent vegetation. In: River Flow 2006 (ed. by R. M. L. Ferreira, E. C. T. L. Alves, J. G. A. B. Leal & A. H. Cardoso), 623-630. Taylor & Francis Group, London, UK.
31. Rowiński, P. M., Aberle, J. & Mazurczyk, A. (2005) Shear velocity estimation in hydraulic research. Acta Geophys. Pol. 53(4), 567-583.
32. Rowiński, P. M., Czernuszenko, W., Kozioł, A. P. & Kubrak, J. (2002) Properties of a streamwise turbulent flow field in an open two-stage channel. Arch. Hydro-Engng Environ. Mech. 49(2), 37-57.
33. Schlichting, H. (1982) Grenzschichttheorie. G. Braun, Karlsruhe, Germany.
34. Shimizu, Y. & Tsujimoto, T. (1994) Numerical analysis of turbulent open-channel flow over a vegetation layer using k-ε turbulence model. J Hydrosci. Hydraul. Engng 11, 57-67.
35. Stephan, U. & Gutknecht, D. (2002) Hydraulic resistance of submerged flexible vegetation. J. Hydrol. 269, 27-43.
36. Sukhodolov, A. & Sukhodolova, T. (2006) Evolution of mixing layers in turbulent flow over submersed vegetation: field experiments and measurement study. In: River Flow 2006 (ed. by R. M. L. Ferreira, E. C. T. L. Alves, J. G. A. B. Leal & A. H. Cardoso), 525-534. Taylor & Francis Group, London, UK.
37. Thom, A. S. (1975) Momentum, mass and heat exchange of plant communities. In: Vegetation and Atmosphere (ed. by J. L. Montheith), 57-109. Academic Press, San Diego, California, USA.
38. Timoshenko, S. (1955) Strength of Materials: Part 1: Elementary Theory and Problems. D. Van Nostrand Company, New York, USA.
39. Tsujimoto, T. & Kitamura, T. (1990) Velocity profile of flow in vegetated bed channels. KHL Progr. Report. 1, Hydraul. Lab., Kazanava Univ., Japan, 43-55.