준설퇴적토의 현장처분시설(Confined Disposal Facility) 설계

  • 홍준식 (한국기술연구원 수자원환경연구부) ;
  • 안재환 (한국기술연구원 수자원환경연구부) ;
  • 기소정 (한국기술연구원 수자원환경연구부) ;
  • 지재성 (한국기술연구원 수자원환경연구부) ;
  • 배우근 (한양대학교 토목환경공학과)
  • 발행 : 2002.09.01

초록

A sediments are Integral called as gravel, sand, clay, mineral materials which are settling in bottom layer of reservoir, stream, and oceans from land. In practical problems relations of sediments are flood by decreed of flow capacity and down of water quality. Dredged sediments are composed with constructed material and variety of pollutant compounds. Therefore, it is very much of cost effects in nationally, if development for use of constructed material separated only constructed material within sediments. And it will be continue to the dredge operation of stream sediment for retrofit of water environment and sustainable's after the years. The following results could be obtained : In case of high concentration sediments, sample for design of CDF was shown property of flocculent settling. Assuming that average inflow rate is 1, 000㎥/hr, mean residence time( $T_{d}$), average ponding depth( $H_{pd}$ ), and design surface area for flocculent settling( $A_{df}$ ) were 5 hr, 0.6m, and 15, 750 $m^2$ respectivelyrespectivelyy

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