• 제목/요약/키워드: Infiltrating Tank

검색결과 2건 처리시간 0.017초

분산식 우수관리를 위한 침투통 개발 및 적용효과 분석 (Development and Application of the Rainwater Infiltrating Equipment for the Decentralized Stormwater Managements)

  • 성종상;이태구;한영해;김연금;김남희
    • 한국조경학회지
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    • 제32권2호
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    • pp.78-85
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    • 2004
  • To manage rainwater environmentally friendly, it is necessary to let the rainwater be infiltrated naturally and make reservoirs to detain it in the chosen spot. Not only should it be prepared to handle the city flood, but also it be a necessary alternative for establishing the ecological water circular system in cities. Therefore, considering the present rainwater. management system, this study analysed the status of products which can be interchanged from existent systems to rainwater infiltrating systems. In this study, the infiltrating equipment that is applicable to the Korean drainage system was developed. The case was studied out to investigate the effects of infiltrating and the detaining ability of the developed product. The case site, block 6 of Sang-am residence, was selected and analyzed. The amount of infiltration and detention per unit of the introduced facilities, i.e., infiltrating pipes and tanks were calculated. In this research, the amount of each infiltrating tank was revealed to be 1.353 m/hr and the amount of detention as 0.299 m/hr. And the amount of each infiltrating pipe was found to be 0.541 m/hr and the amount of detention was 0.118 m/hr. To examine the effects of the system, the total amount of the outlet before and after installing was compared and calculated. In doing this, a basis for deciding the arrangement and number of tanks and pipes of the infiltrating system was made.

흙사면 절개지 불포화토의 침투거동 특성에 관한 연구 (A Laboratory Test for Detecting the Infiltrating Characteristics of Unsaturated Soil in Soil Slide)

  • 김만일;채병곤;정교철
    • 지질공학
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    • 제15권4호
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    • pp.487-494
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    • 2005
  • 흙 절개지 사면붕괴 원인은 대부분 강우에 의해 체적함수비의 증가에 따라 발생되기 때문에 체적함수비 변화를 측정할 수 있는 새로운 측정기 술이 요구된다. 본 연구에서는 체적함수비 변화를 정량적으로 측정하기 위하여 유전율 측정시스템인 FDR과 ADR 측정프로브를 사용하여 실내 토조시험을 수행하였다. 총 2단계 에 걸쳐 시간당 7.5mm/hour의 인공강우 조건하에서 압밀 화강풍화토 내 발생되는 체적 함수비와 간극수압 변화를 측정하여 비교하였다. 측정결과, 인공강우에 의한 체적 함수비와 간극수압 변화는 거의 동일한 시점에서 함께 파악되었다.