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Sediment Erosion and Transport Experiments in Laboratory using Artificial Rainfall Simulator
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  • Sediment Erosion and Transport Experiments in Laboratory using Artificial Rainfall Simulator
  • Sediment Erosion and Transport Experiments in Laboratory using Artificial Rainfall Simulator
저자명
Regmi. Ram Krishna,Jung. Kwansue,Nakagawa. Hajime,Kang. Jaewon,Lee. Giha
간행물명
한국지반환경공학회논문집
권/호정보
2014년|15권 4호|pp.13-27 (15 pages)
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한국지반환경공학회
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정기간행물|ENG|
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이 논문은 한국과학기술정보연구원과 논문 연계를 통해 무료로 제공되는 원문입니다.
서지반출

기타언어초록

Catchments soil erosion, one of the most serious problems in the mountainous environment of the world, consists of a complex phenomenon involving the detachment of individual soil particles from the soil mass and their transport, storage and overland flow of rainfall, and infiltration. Sediment size distribution during erosion processes appear to depend on many factors such as rainfall characteristics, vegetation cover, hydraulic flow, soil properties and slope. This study involved laboratory flume experiments carried out under simulated rainfall in a 3.0 m long ${ imes}$ 0.8 m wide ${ imes}$ 0.7 m deep flume, set at $17^{circ}$ slope. Five experimental cases, consisting of twelve experiments using three different sediments with two different rainfall conditions, are reported. The experiments consisted of detailed observations of particle size distribution of the out-flow sediment. Sediment water mixture out-flow hydrograph and sediment mass out-flow rate over time, moisture profiles at different points within the soil domain, and seepage outflow were also reported. Moisture profiles, seepage outflow, and movement of overland flow were clearly found to be controlled by water retention function and hydraulic function of the soil. The difference of grain size distribution of original soil bed and the out-flow sediment was found to be insignificant in the cases of uniform sediment used experiments. However, in the cases of non-uniform sediment used experiments the outflow sediment was found to be coarser than the original soil domain. The results indicated that the sediment transport mechanism is the combination of particle segregation, suspension/saltation and rolling along the travel distance.