CASE STUDIES
Oct 14, 2011

Sediment Flushing at the Nakdong River Estuary Barrage

Publication: Journal of Hydraulic Engineering
Volume 137, Issue 11

Abstract

The Nakdong River Estuary Barrage (NREB) prevents salt-water intrusion but causes sedimentation problems in the Lower Nakdong River in South Korea. Its mitigation requires mechanical dredging to maintain the flood conveyance capacity during typhoons. This analysis focuses on the possibility of replacing mechanical dredging with sediment flushing through gate operations changes at NREB. The new approach first defines sediment flushing curves as a function of river stage and discharge. The feasibility of flushing is then assessed from the comparison of the flushing curves with the flow duration curves. The detailed analysis of long-term simulations using a quasi-steady numerical model provides detailed simulation results. The model applications from 1998 to 2003 incorporate tidal effects at 15-min intervals and also include major floods caused by typhoons Rusa in 2002 and Maemi in 2003. Accordingly, about 54% of the mean annual dredging volume could be eliminated by sediment flushing at NREB. The model also quantified the flood stage differences for sediment flushing operations with and without dredging. The resulting stage difference at NREB during floods would be less than 30 cm.

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Acknowledgments

The writers gratefully acknowledge the assistance of the Nakdong River Regional Office of the Korean Water Resources Corporation (K-water and formerly KOWACO), especially Dr. Byungdal Kim, and the Nakdong River Flood Control Office for providing detailed and relevant field data and information for this study. This research was partially supported by the Basic Science Research Program through the National Research Foundation of Korea (NRF) funded by the Ministry of Education, Science and Technology (No. UNSPECIFIED2010-004786).

References

Annandale, G. W. (2001). “Reservoir conservation and sediment management.” Water week 2001, Water Bank Group, Washington, DC.
Atkinson, E. (1996). “The feasibility of flushing sediment from reservoirs.” Rep. OD 137, HR Wallingford, Wallingford, UK.
Bogardi, J. (1974). Sediment transport in alluvial streams, Akademiai Kiado, Budapest, Hungary.
Brownlie, W. R. (1981). “Prediction of flow depth and sediment discharge in open-channels.” Rep. No. KH-R-43A, W. M. Keck Laboratory, California Institute of Technology, Pasadena, CA.
Colby, B. R., and Hembree, C. H. (1955). “Computations of total sediment discharge Niobrara River near Cody, Nebraska.” Geological Survey Water-Supply Paper 1357, U.S. Government Printing Office, Washington, DC.
Dietrich, J., Hangstrom, A., and Navntoft, E. (1983). “Studies of the effect of a barrage on sedimentation.” Int. Conf. on Coastal and Port Engineering in Developing Countries, Colombo, Sri Lanka, 1218–1232.
Engelund, F., and Hansen, E. (1967). A monograph on sediment transport to alluvial streams, Teknik Vorlag, Copenhagen, Denmark.
Holz, P., and Heyer, H. (1989). “Sedimentation in a barrage protected tidal river.” Proc. 23rd Int. Congress of IAHR, Int. Association for Hydraulic Research, Madrin, Spain, 241–247.
Industrial Sites and Water Resources Development Corporation (ISWACO) and Netherlands Engineering Consultants (NEDECO). (1987). Nakdong River Estuary Barrage and reclamation project: Operation manual, Busan, South Korea.
Ji, U. (2006). “Numerical model for sediment flushing at the Nakdong River Estuary Barrage.” Ph.D. dissertation, Colorado State Univ., Fort Collins, CO, 213.
Ji, U., and Julien, P. Y. (2005). “The impact of Typhoon Maemi on the Nakdong River, South Korea.” Proc. Hydrology Days, Colorado State Univ., Fort Collins, CO, 103–110.
Ji, U., Julien, P. Y., Park, S. K., and Kim, B. (2008). “Numerical modeling for sedimentation characteristics of the Lower Nakdong River and sediment dredging effects at the Nakdong River Estuary Barrage.” KSCE J Civ. Eng., 28(4B), 405–411.
Jordana, J. (1925). “El pantano de la peña en 1924 (The Peña Reservoir in 1924).” Revista de Obras Pœblicas, 73, 39–42 (in Spanish).
Jowett, I. (1984). “Sedimentation in New Zealand hydroelectric schemes.” Water Int., 9(4), 172–173.
Julien, P. Y. (2002). River mechanics, Cambridge University Press, New York, 434.
Julien, P. Y. (2010). Erosion and sedimentation, Cambridge University Press, New York, 371.
Kim, B. (2008). “A study on the sediment estimation within the Nakdong River Estuary Barrage.” Ph.D. dissertation, Pusan National Univ., Busan, Korea, 130.
Kim, C. W., Woo, H., Kim, W., Lee, D. H., and Yoon, K. S. (2004). “Re-channelization of stream channels affected by an extreme flood due to the 2002 Typhoon Rusa in Korea.” Proc. World Water Congress 2004, ASCE, Reston, VA.
Korean Ministry of Construction and Transportation (KMOCT). (1991). The Nakdong River maintenance general planning report, Gwacheoun, South Korea.
Korea Water Resources Corporation (KOWACO). (1995). A study on sedimentation characteristics in Nakdong Estuary Barrage, Daejeon, South Korea.
Korea Water Resources Corporation (KOWACO). (2008). Research for the maintenance and improvement methods of the Nakdong River Estuary Barrage, South Korea.
Mahmood, K. (1987). “Reservoir sedimentation: Impact, extent, and mitigation.” World Bank Technical Paper No. 71, World Bank, Washington, DC.
Park, S. K., Julien, P. Y., Ji, U., and Ruff, J. F. (2008). “Case-study: Retrofitting large bridge piers on the Nakdong River, South Korea.” J. Hydraul. Eng., 134(11), 1639–1650.
Schmidt, T., Brudy-Zippelius, T., Kopmann, R., and Imiela, M. (2005). “Investigations to reduce sedimentation upstream of a barrage on the river Rhine.” WIT Trans. Ecol. Environ., 80, 145–154.
Shen, H. W., and Hung, C. S. (1972). “An engineering approach to total bed-material load by regression analysis.” Proc. Sedimentation Symp., H. W. Shen, ed., Water Resources Publications, Highlands Ranch, CO, 14-1–14-7.
Simons, D. B., and Richardson, E. V. (1963). “Form of bed roughness in alluvial channels.” Trans. Am. Soc. Civ. Eng., 128(1963), 284–323.
Simons, D. B., and Richardson, E. V. (1966). “Resistance to flow in alluvial channels.” Professional Paper 422-J, U.S. Geological Survey, Washington, DC.
Talebbeydokhti, N., and Naghshineh, A. (2004). “Flushing sediment through reservoirs.” Iranian J. Sci. Technol., 28(B1), 119–136.
van Rijn, L. C. (1984). “Sediment transport, part III: Bedforms and alluvial roughness.” J. Hydraul. Eng., 110(12), 1733–1754.
Westrich, B., and Muller, P. (1983). Numerical modeling of morphological change of a river bed due to barrages, International Association for Hydraulic Research, Moscow, 428–435.
Yang, C. T. (1979). “Unit stream power equation for total load.” J. Hydrol. (Amsterdam), 40(1–2), 123–138.
Yoon, Y. N. (1992). “The state and the perspective of the direct sediment removal methods from reservoirs.” Int. J. Sediment Res., 7(20), 99–115.

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Go to Journal of Hydraulic Engineering
Journal of Hydraulic Engineering
Volume 137Issue 11November 2011
Pages: 1522 - 1535

History

Received: Nov 12, 2009
Accepted: Jan 18, 2011
Published online: Oct 14, 2011
Published in print: Nov 1, 2011

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Authors

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Research Professor, Dept. of Civil and Environmental Engineering, Myoungji Univ., Yong-In, South Korea. E-mail: [email protected]
P. Y. Julien, M.ASCE [email protected]
Professor, Dept. of Civil and Environmental Engineering, Colorado State Univ., Fort Collins, CO 80523 (corresponding author). E-mail: [email protected]
S. K. Park, M.ASCE [email protected]
Professor, Dept. of Civil Engineering, Pusan National Univ., Busan, South Korea. E-mail: [email protected]

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