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contributor authorU. Ji
contributor authorP. Y. Julien
contributor authorS. K. Park
date accessioned2017-05-08T21:51:06Z
date available2017-05-08T21:51:06Z
date copyrightNovember 2011
date issued2011
identifier other%28asce%29hy%2E1943-7900%2E0000421.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/64241
description abstractThe 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.
publisherAmerican Society of Civil Engineers
titleSediment Flushing at the Nakdong River Estuary Barrage
typeJournal Paper
journal volume137
journal issue11
journal titleJournal of Hydraulic Engineering
identifier doi10.1061/(ASCE)HY.1943-7900.0000395
treeJournal of Hydraulic Engineering:;2011:;Volume ( 137 ):;issue: 011
contenttypeFulltext


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