TECHNICAL PAPERS
May 1, 2007

Hydraulic Resistance Characteristics of Riparian Reed Zone in River

Publication: Journal of Hydrologic Engineering
Volume 12, Issue 3

Abstract

The riparian vegetation zone plays an important role in river ecosystems, flow resistance, water velocity distribution, and water level variation. In this paper, the impacts of riparian reed zones on river flow and water level were studied by comparing measurements in river reaches with or without riparian reed zones in the Chaodongweigang River of Taihu Lake Basin, China. The effects of the density, stem diameter, and rigidity of reeds on flow regime, water velocity, and water level were investigated. Subsequently, flow resistance on the river’s longitudinal water level caused by the riparian reed zone was studied. The results showed three water velocity zones in the river reach where there were riparian reeds, including the slack water zone, the transition zone of flow velocity, and the river’s main flow zone. The water velocities in the three zones were related to reed density, diameter, and rigidity. The water-surface slope in the river reach with a riparian reed zone was larger than that without a reed zone. It showed that the riparian reed zone influenced the river flood discharge to some degree and resulted in increased water level upstream. Additionally, the water level of the river cross section exhibited a concave shape that the water level was higher in the riparian reed zone than in the center of river midstream, section with a riparian reed zone exhibited a concave shape; the water level was higher in the riparian reed zone than in midstream, and the water level difference was influenced mainly by the reed density.

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Acknowledgments

This research was supported by the National Basic Research Program of China (No. UNSPECIFIED2002CB412303) and the National Natural Science Foundation of China (No. NNSFC50379012).

References

Bakry, M. F., Gates, T. K., and Khattab, A. F. (1992). “Field-measured hydraulic resistance characteristics in vegetation-infested canals.” J. Irrig. Drain. Eng., 118(2), 256–274.
Carollo, F. G., Ferro, V., and Termini, D. (2002). “Flow velocity measurements in vegetated channels.” J. Hydraul. Eng., 128(7), 664–673.
Carpenter, S. R., and Lodge, D. M. (1986). “Effects of submersed macrophytes on ecosystem processes.” Aquat. Bot., 26, 341–370.
Chiew, Y. M., and Tan, S. K. (1992). “Frictional resistance of overland flow on tropical turfed slope.” J. Hydraul. Eng., 118(1), 92–97.
Fenzl, R. N., and Davis, J. R. (1964). “Hydraulic resistance relationships for surface flows in vegetated channels.” Trans. ASAE, 7(1), 46–55.
Jonathan, K. L., Lisa, C. R., Harry, L. J., and Hannah, M. V. (2004). “Drag coefficients for modeling flow through emergent vegetation in the Florida Everglades.” Ecol. Eng., 22(4–5), 237–248.
Kao, D. T. Y., and Barfield, B. J. (1978). “Prediction of flow hydraulics for vegetated channels.” Trans. ASAE, 21(3), 489–494.
Kouwen, N., Li, R. M., and Simons, D. B. (1981). “Flow resistance in vegetated waterways.” Trans. ASAE, 24(3), 684–698.
Kutija, V., and Hoang, T. M. H. (1996). “A numerical model for assessing the additional resistance to flow introduced by flexible vegetation.” J. Hydraul. Res., 34(1), 99–114.
Lopez, F., and Garcia, M. (1998). “Open-channel flow through simulated vegetation: suspended sediment transport modeling.” Water Resour. Res., 34(9), 2341–2352.
Milsom, T. P., Sherwood, A. J., Rose, S. C., Town, S. J., and Runham, S. R. (2004). “Dynamics and management of plant communities in ditches bordering arable fenland in eastern England.” Agric., Ecosyst. Environ., 103(1), 85–99.
Ming, R. H., and Shen, H. W. (1973). “Effect of tall vegetations on flow and sediment.” J. Hydr. Div., 99(5), 793–814.
Nepf, H. M. (1999). “Drag, turbulence, and diffusion in flow through emergent vegetation.” Water Resour. Res., 35(2), 479–489.
Nepf, H. M., and Vivoni, E. R. (1999). “Turbulence structure in depth-limited vegetated flows: Transition between emergent and submerged regimes.” Proc., 28th AIHR Conf., Graz (A).
Petryk, S., and Bosmanjian, G. (1975). “Analysis of flow through vegetation.” J. Hydr. Div., 101(7), 871–884.
Righetti, M., and Armanini, A. (2002). “Flow resistance in open channel flows with sparsely distributed bushes.” J. Hydrol., 269(1–2), 55–64.
Sabbatini, M. R., and Murphy, K. J. (1996). “Submerged plant survival strategies in relation to management and environmental pressures in drainage channel habitats.” Hydrobiologia, 340(2), 191–195.
Sand-Jensen, K. (1998). “Influence of submersed macrophytes on sediment composition and near-bed flow in lowland streams.” Freshwater Biol., 39(3), 663–679.

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Published In

Go to Journal of Hydrologic Engineering
Journal of Hydrologic Engineering
Volume 12Issue 3May 2007
Pages: 267 - 272

History

Received: Mar 28, 2006
Accepted: Sep 14, 2006
Published online: May 1, 2007
Published in print: May 2007

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Authors

Affiliations

Chao Wang
Professor, Key Laboratory of Integrated Regulation and Resource Development on Shallow Lakes, College of Environmental Science and Engineering, Hohai Univ., No. 1 Xikang Rd., Nanjing 210098, China. E-mail: [email protected]
Peifang Wang
Associate Professor, Key Laboratory of Integrated Regulation and Resource Development on Shallow Lakes, College of Environmental Science and Engineering, Hohai Univ., No. 1 Xikang Rd., Nanjing 210098, China. E-mail: [email protected]

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