The Analysis of Inflowing Sediments Behavior around the Sandbar in Nakdong River Estuary

낙동강 하구역 사주 주변에서의 퇴적물질의 유압거동 해석

  • KIM KYUNG-HOI (Dept. of Ocean Engineering, Pukyong National University) ;
  • LEE IN-CHEOL (Dept. of Ocean Engineering, Pukyong National University)
  • Published : 2004.11.01

Abstract

In-situ collection experiments were performed to analyze inflowing sedilnents behavior as a basic study of topographical change in Nakdong River Estuary. Sediment rate and bed load flux ranged from 0.0004 to $0.472\;g/cm^2/day\;and\;0.0005\~1.7579\;g/cm^2/day$, respectively. The settling velocity of suspended particulate matter was estimated in tire range of $0.339\~1.010\;cm/sec$, The grain size analysis shows that surface sediments in backside of sandbar and bed load in front of dike have a similar grain size distribution. It is considered that the source of surface sediments in backside of sandbar were flowed in from Nakdong River. In order to verify the characteristics of inflowing sediments behavior, detailed surveys around Nakdong River Estuary need to be carried out, continuously.

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