• 한국농공학회지
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• 제44권5호
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• pp.33-40
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• 2002

The purpose of this study is to find the variation of sedimentation patterns after Saemangeum reclamation. Residual flow after Saemangeum reclamation was calculated prognostically from the observed water temperature and salinity data in May 1992 by the Marine Development Institute of Gunsan National University and wind data which were obtained from spring 1969 through winter 1977 by the Kunsan Meteorological Observatory. Three dimensional movements of injected particles due to currents, turbulence and sinking velocity are tracked by the Euler-Lagrange method. When suspended sediments with the size of soil grain of 30 ㎛ are injected in the Sinsi drainage sluice, their dispersion range of sediment is around Gogunsan islands. When suspended sediments with the size of soil grain of 200 ㎛ are injected in the Garyeok drainage sluice, their dispersion range of sediment was around the Garyeok drainage sluice and Byeonsan coastal area.

• 한국지하수토양환경학회:학술대회논문집
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• 한국지하수토양환경학회 2001년도 추계학술발표회
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• pp.216-219
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• 2001

In this study, a hydrocyclone operated by centrifugal force was examined as a part of dredge system of lake sediments. It does not help dehydration of the sediments, but also enables the classification of fine particles in the stable and sanitary treatment. Several experiments were performed focusing on the separation efficiency under the condition of room temperature with virtual sediment samples and simulated particles. As a result of the experiment, it was found that the apex size of the cyclone greatly affected the cut diameter(d$_{50}$), and high density particles were separated more effectively.y.

• 한국지하수토양환경학회지:지하수토양환경
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• 제28권5호
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• pp.25-35
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• 2023

This study aimed to classify spring types based on the hydrogeological characteristics of springs in Yongsu-ri~Hamo-ri coastal area in western part of Jeju Island. The springs in study area can be broadly categorized into three groups: perched groundwatrer springs (soil type), perched groundwater springs (sediment type), and basal groundwater springs. The perched groundwater springs of soil type correspond to springs where groundwater seeps out from the perched aquifer formed in the soil layer due to the development of clayey Kosan Formation beneath the surface. Because of the low hydraulic conductivity of soil layer, the average of spring discharge is less than 1 m³/day. The quality of spring water is significantly influenced by agricultural activities, resulting in high nitrate nitrogen concentrations and electrical conductivity. While the perched groundwater springs (sediment type) of the Suwolbong Tuff, which are located in the upper part of Kosan Formation, exhibited relatively higher discharge rates, their water quality was similar to soil-type springs. Basal groundwater springs are located in the zone of basal groundwater, mostly near the coastline. This type of spring appears to discharge of up to 3,707 m³, and the salinity content varies with the tidal fluctuations, especially increasing significantly during dry seasons.

• 한국농공학회논문집
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• 제60권2호
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• pp.1-11
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• 2018

Probable Maximum Flood (PMF) is mostly applied for the designs of large-scale hydraulic structures and it is estimated by computing the runoff hydrograph where Probable Maximum Precipitation (PMP) is inserted as design rainfall. The existing PMP is estimated by transferring the heavy rainfall from all watersheds of korea to the design watershed, however, in this study, PMP was analyzed by selecting only rainfall events occurred in the design watershed. And then, Catchment-scale Soil Erosion Model (CSEM) was used to estimate the PMF and sediment-runoff yield according to the watershed-based estimated PMP. Although the PMF estimated in this study was lower than the existing estimated PMF in the Yongdam-dam basin, it was estimated to be higher than the 200-year frequency design flood discharge. In addition, sediment-runoff yield was estimated with a 0.05 cm of the maximum erosion and a 0.06 cm of the maximum deposition, and a total sediment-runoff yield of 168,391 tons according to 24-hour PMP duration.

• 한국농공학회논문집
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• 제54권2호
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• pp.87-94
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• 2012

This study is to evaluate flood inundation and to recommend measures of damage reduction on sediment by concentrated torrential rainfall at Gonjiamcheon Watershed (183.4 $km^2$). Firstly, the SWAT (Soil and Water Assessment Tool) was simulated streamflow and sediment at upstream. Then, we produced a map of floodplain boundary by using HEC-RAS (Hydrologic Engineering Centers River Analysis System) at downstream. The SWAT model was calibrated with 2 years (2008~2009) daily streamflow and validated for another years (2010~2011. 7. 31). The SWAT model was simulated with 3 years (2008~2010) by monthly water quality (Sediment) at Gonjiamcheon water quality station. The streamflow and sediment from SWAT model were input as boundary conditions to HEC-RAS. The results of HEC-RAS indicated that mapping of floodplain boundary was Jiwol and Jiwol 2 district. Additionally, inundation area and depth were assessed and applied BMPs scenario for managing the sediment yield.

• 한국환경복원기술학회지
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• 제14권3호
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• pp.57-69
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• 2011

This study examined the relationship between Phragmites australis' growth and sediment properties at mud tidal flat of Donggum-ri, Gilsang-myeon, Gangwha-gun, Incheon city. Field survey was carried out from May, 2010 to October, 2010. Water content, soil texture, electric conductivity and water table depth for sediment, density, height, dry weight and flowering for P. australis were examined at several plots from the starting point (the coastal embankment) to the end point of the two populations. The result was as follows. Firstly, the water table increased along distance from the embankment at one line (N-line) but was similar at the other line (S-line) in a P. asustralis population. Water tables were higher out of than within a P. australis population at two populations. Secondary, in N-line, the height and dry weight of P. australis decreased along the distance from embankment but, in S-line, those were similar in its population. P. australis' growth was dependent on electric conductivity at lower layer (water table level) rather than upper one (the surface). Thirdly, density of P. australis changed during growing season and was similar in a population, except for the end point of patch. In summary, the growth and distribution of P. australis were dependent on salt content of tidal flat's sediment (water table level) and this was affected by fresh water of the inland.

• 한국지반공학회논문집
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• 제24권10호
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• pp.113-120
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• 2008

하천제방 축조를 위한 많은 양질의 성토재료는 시공헌장에서 쉽게 구하기 어려우며, 하천제방의 경제성 및 안정성에 있어서 가장 중요한 요인이라 할 수 있다. 따라서 경제적이고 안정적인 하천제방을 축조하기 위해서는 하상재료를 이용한 제방축조기술의 연구가 필수적이며 이를 위해서는 하상재료에 대하여 현장시험을 통한 설계 및 시공방법, 공학적 특성 분석이 요구되어진다. 본 연구에서는 대구 현풍천의 하상토(SP)를 대상으로 원재료 및 양질토인 화강풍화토(SW)와의 혼합에 따른 현장 다짐에 따른 공학적 특성을 평가하고 현장 혼합방법을 제시하였다.

• 미생물과산업
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• 제27권2호
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• pp.2-12
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• 2001

• 한국미생물학회:학술대회논문집
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• 한국미생물학회 2009년도 International Meeting of the Microbiological Society of Korea
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• pp.65-66
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• 2009

• 한국수자원학회논문집
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• 제48권7호
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• pp.595-604
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• 2015

강우에 의한 세류간 토양침식은 운동에너지를 갖는 빗방울이 지표면을 타격하여 발생하는 빗물튀김의 박리현상과 지표유출수의 면상흐름에 의한 토사입자의 운반으로 구분할 수 있다. 강우운동에너지는 토양입자를 토양체로부터 분리시키기 위한 강우의 잠재적인 능력의 지표로 널리 사용되고 있다. 본 연구에서는 강우운동에너지가 세류간 토양침식에 미치는 영향을 파악하기 위해 강우의 충돌을 제어하는 스트립 커버를 이용한 토양침식 강우모의 실험을 수행하였다. 강우모의에 의한 강우운동에너지는 자연강우에 비해 0.58배 규모로 재현되었다. 강우강도가 증가함에 따라 지표유출량은 증가하고 지표하유출량은 상대적으로 감소하였다. 지표커버가 없는 사면으로부터 발생한 지표유출량이 지표커버가 있는 경우에 비해 평균 1.82배 증가하였다. 강우운동에너지는 지표유출 및 지표하유출 발생시간에도 영향을 끼쳤다. 빗물튀김과 면상흐름의 상호작용으로 토사유출량이 3.6~5.9배 증가하였으며 그 증가폭은 강우강도의 증가에 따라 감소하였다. 단위수류력과 토사유출량의 관계분석 결과 강우운동에너지는 빗물튀김에 의한 토양입자의 분리침식을 증가시킬 뿐만 아니라 지표유출수 증가에 따른 토사이송능력을 가중시켜 토사유출량을 크게 증가시키는 것으로 확인되었다.