Effect of the Internal Clogging on the Kink Zone of PBD

꺾임이 발생한 연직배수재의 내부 막힘현상

  • Kim, Rae-Hyun (School of Civil, Environmental and Architectural Engineering, Korea University) ;
  • Hong, Sung-Jin (School of Civil, Environmental and Architectural Engineering, Korea University) ;
  • Kim, Jae-Jeong (School of Civil, Environmental and Architectural Engineering, Korea University) ;
  • Choi, Yong-Min (School of Civil, Environmental and Architectural Engineering, Korea University) ;
  • Lee, Woo-Jin (School of Civil, Environmental and Architectural Engineering, Korea University)
  • 김래현 (고려대학교 건축.사회환경공학부) ;
  • 홍성진 (고려대학교 건축.사회환경공학부) ;
  • 김재정 (고려대학교 건축.사회환경공학부) ;
  • 최영민 (고려대학교 건축.사회환경공학부) ;
  • 이우진 (고려대학교 건축.사회환경공학부)
  • Published : 2009.03.27

Abstract

Several well resistance effects induced by bending, confining stress, temperature, bubbles, and apparent opening size have been considered and researched for the reasonable PBD design. The effect of apparent opening size(AOS), however, was not extensively studied and the clogging effect by AOS was not clearly researched. In this paper, the slurry consolidation test which 4 types of PBD are installed in large slurry consolidometer($H{\times}D$, $2.0m{\times}1.2m$) is performed to investigate the clogging effect by filter's AOS. The results show that the internal clogging is observed all types of PBD, and a quantity of inflowed soil particles are increased at the lower part of PBD and the kink zone. In addition, the internal clogging phenomenon does not relate with the shape and size of PBD. In filter's AOS test, it was easily observed that soil particles bigger than AOS of tested filter passed PBD filter by SEM. This paper demonstrates that the reduction of discharge capability may be accelerated by internal clogging at the kink zone.

Keywords