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    Sediment Flushing at the Nakdong River Estuary Barrage

    Source: Journal of Hydraulic Engineering:;2011:;Volume ( 137 ):;issue: 011
    Author:
    U. Ji
    ,
    P. Y. Julien
    ,
    S. K. Park
    DOI: 10.1061/(ASCE)HY.1943-7900.0000395
    Publisher: American Society of Civil Engineers
    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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      Sediment Flushing at the Nakdong River Estuary Barrage

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    http://yetl.yabesh.ir/yetl1/handle/yetl/64241
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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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