• Journal of The Geomorphological Association of Korea
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• v.20 no.3
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• pp.41-53
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• 2013

This research was carried out to classify erosion shapes and sea-cliff erosion rates were estimated through periodic field survey in Dundu-ri, Anmyeondo. Based on the results of field measurements using the datum-point, the annual sea-cliff erosion rate was estimated about 25~102cm/yr by point. The erosion rate gradually increases from spring to summer, but tends to decrease slightly in autumn. Specifically, the erosion rate between June and July indicated a rather decreasing trend, but showed a sharp increase between July and September. This was attributed to erosion that proceeds more rapidly than during other periods due to severe rainstorms in summer that had a direct impact on the study area as well as storm surges caused by hurricanes. Afterwards, the sea-cliff erosion rate gradually decreased in autumn, but reflected an increasing trend again from December to January. This was attributed to the mechanical weathering that actively progresses as bed rocks on the sea-cliff undergo repeated freezing and thawing in winter. The seacliff in Dundu-ri is divided into three types according to the erosion shape. First, Type A is observed in the sea-cliff composed of the same bed rocks and hard rock stratum. Second, Type B is found in the sea-cliff with a relatively gentler slope compared to Type A, since weathering material including soil is formed on the surface of the sea-cliff consisting of the same bed rocks and hard rock stratum. Lastly, Type C is observed in the sea-cliff where hard rock stratum is mixed with soft rock stratum. In this case, the soft rock stratum slumps and erodes first by precipitation and wave energy, followed by additional slumping of the exposed hard rock stratum.

• Proceedings of the KSEEG Conference
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• 2002.04a
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• pp.420-422
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• 2002

• Proceedings of the Korea Water Resources Association Conference
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• 2023.05a
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• pp.343-343
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• 2023

식생피복(Vegetation cover)은 대기 중의 강우와 토양 사이에서 침식으로부터 표토를 보호하는 역할을 한다. 자유 낙하하는 강우의 물방울은 식생을 통과하면서 차단(interception), 수관통과(throughfall), 수간유하(stemflow)의 형태로 변화한다. 식생은 강우입자의 운동에너지와 수량을 감소시키고, 지표면에 도달하는 시간을 지연시킴에 따라 지표유출(overland flow) 저감에 기여한다. 유출수의 흐름과정에서 식물의 줄기, 낙엽, 뿌리 등은 유속을 감소시키는 장애물로 작용하여 궁극적으로 토양침식은 감소한다. 토양침식은 식생피복이 증가함에 따라 일반적으로 감소하며, 지수함수의 관계를 갖는다. 식생의 종류와 구조 그리고 잎의 모양 등에 따라 수문물리적인 반응이 달라진다. 캐노피를 갖는 지상식물(canopy cover plant)은 물방울의 운동에너지를 갖는 반면, 지피식물(ground cover plant)은 낙하고가 작기 때문에 운동에너지는 적으며, 특히 낙엽층은 지표면을 보호하여 토양침식의 저감효과가 더욱 크다. 산불지역의 식생피복에 따른 토양침식 측정 자료에 따르면, 강우운동에너지는 식생피복이 증가함에 따라 지상피복(canopy cover)에 의한 감소보다는 지면피복(ground cover)과 낙엽피복(litter cover)에 의한 감소효과가 상대적으로 컸다. 식생피복에 의해 차단되는 강우의 손실량보다 침투량 증가에 의한 손실량이 상대적으로 많았다. 낙엽피복에 대한 강우모의 실험 결과에 따르면, 낙엽의 피복율이 증가함에 따라 지수적으로 토양침식량은 감소하였다. 낙엽 피복율의 40% 이상은 토양침식량을 현격이 감소시킨 반면, 피복율의 70% 이상은 지표유출량을 현저히 감소시켰다. 낙엽 피복율이 70%이상이면, 유출계수가 33%가 감소하였으나, 토양침식민감도는 94%로 크게 감소하였다.

• Journal of The Geomorphological Association of Korea
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• v.19 no.3
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• pp.71-82
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• 2012

This research was carried out to estimate annual erosion and retreat rates by using datum-point and to identify the characteristics and causes of seasonal variations of sea-cliff slope in Pado-ri, Taean-gun. In the result, the erosion and retreat rates of sea-cliff were increased from spring to summer. The rates were increased rapidly between August and October, caused by the effects of extreme weather events such as severe rainstorms and typhoons, etc. Since then, the erosion and retreat rates of sea-cliff were decreased gradually, but the rates were increased again in winter due to the storm surge and mechanical weathering resulting from the repeated freezing and thawing actions of bed rocks. The factors that affect erosion and retreat rates of sea-cliff include the number of days with antecedent participation and daily maximum wave height. In particular, it turned out that the erosion is accelerated by strong wave energy during storm surges and typhoons. The annual erosion and retreat rates of study area for the past two years(from May 2010 to May 2012) were approximately 44~60cm/yr in condition of differences in geomorphological and geological characteristics at each point. These erosion and retreat rates were found to be higher than results of previous researches. This is caused by coastal erosion forces strengthened by extreme weather events. The erosion and retreat process of sea-cliff in the study area is composed by denudation of onshore areas in addition to marine erosion(wave energy).

• Ecology and Resilient Infrastructure
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• v.1 no.1
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• pp.29-38
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• 2014

This study analyzed shear stress and erosion characteristic of a vegetated levee embankment with root fiber quantity, which is an important factor for evaluating the stability of it. The averaged root fiber quantity in a vegetated levee revetment was measured by the sampler manufactured by this research. The Phragmites Japonica Steud which is somewhat dominant species in a vegetated levee embankment was selected as an experimental vegetation. As a result of experiment of each flow regime, the shear stress was increased while root fiber quantity was increased and the erosion rate was exponentially decreased as the root fiber quantity was increased. The erosion rate was exponentially decreased as the shear stress was increased which is shown that the increase of shear stress by root fiber quantity results in the increase of erosion resistance in a vegetated soil. The relationship between shear stress and erosion rate with root fiber quantity were analyzed and their regression equations were suggested with high determination coefficients. The hydraulic stability is governed by the increase of shear stress by root fiber quantity and the Froude number of flow characteristic in a vegetated levee revetment.

• Journal of Ocean Engineering and Technology
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• v.6 no.2
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• pp.10-20
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• 1992

강조류하의 인공 구조물 주변 해저 침식 및 재퇴적 현상을 연구하기 위하여 1987년 8월 24일 부터 9월 26일 까지 경기만에 발달한 조류성 사퇴위에서 현장 실험을 실시하였다. 인공구조물(원통 물체) 주변에 발달한 침식 구조는 전체적으로는 타원형으로 접시모양을 하고 있으며, 후류 및 이차류에 의한 복합 침식작용에 의한 것으로 분석되었다. 아울러 연속적인 침식구조 크기 측정자료를 이용 산술적으로 침식율$(1.5-20m_3/day)$및 재퇴적율(0.13-0.18gr/cm/sec)를 추정하였다.

• Proceedings of the Korea Water Resources Association Conference
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• 2015.05a
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• pp.194-200
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• 2015

본 연구에서는 하천부터 하구까지의 댐 구조물 건설로 인해 해안으로의 표사 공급원이 감소하는 것을 정량적으로 검토하였다. 내륙과 해양의 전이역인 연안은 농수산업, 임해산업단지, 발전소 및 항만과 같은 산업 인프라, 관광 및 레크리에이션 등의 다양한 편익을 제공하여 높은 경제 사회 환경적 가치가 있다. 그러나 80년대 이후 무분별하게 추진되어온 각종 연안 개발은 직 간접적인 해안의 침식문제를 발생시켰다. 우리나라 서해의 경우 하천으로부터의 토사 유입 차단은 심각한 수준이다. 아직 그 영향이 해안으로 완전히 파급되지 못하여 그로 인한 장기 해안 침식이 두드러지지 않고 있으나 고파랑에 의한 빈번한 침식과 저질의 세립화 현상을 통하여 현재 진행형임을 알 수 있다. 그러나 일단 피해가 심각해지기 시작하면 돌이킬 수 없는 재앙이 될 측면도 많다. 따라서 우리나라 유역의 개발과 수리구조물 건설 현황을 살펴 이로 인한 해안 침식 결과가 얼마나 심각할 수 있는 지를 살펴본다. 본 연구에서는 수리구조물로 인한 토사량 감소 중 가장 주요한 토사 공급원 감소 원인인 댐으로 인한 토사량 감소율에 대한 연구를 진행한다. 먼저 각 댐의 건설 전, 유역면적당 토사량과 댐 건설 후, 해안 유입 토사량 사이에 감소율을 계산하고, cascade 방법에 의하여 댐군에 의한 토사감소율을 산정한다. 유입 토사량 감소율을 산정하고 토사 공급원 감소로 인한 표사 수지 분석을 통해 해안 침식 폭의 위험도 평가를 실시한다.

• Proceedings of the Korean Nuclear Society Conference
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• 1996.05b
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• pp.461-466
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• 1996

원전에서 가상적인 중대사고 발생시 격납용기 하부 캐비티에서 고온의 노심용융물과 콘크리트와의 반응시 생성되는 기체의 종류 및 양, 콘크리트 침식율 및 주변 열전달 특성은 중대사고 연구의 쟁점으로 이에 대한 많은 연구가 수행되고 있다. 본 연구에서는 용융 유사물로 고온의 금속 용융물(SS304) 및 Thermite (Fe＋A1$_2$O$_3$)를 영광 3,4호기 원전에 사용한 콘크리트 시편에 부어 침식율, 생성가스 종류 및 주변 열전달 계수를 측정하였고 후에 MELCOR 로드내 MCCI 해석 부분인 CORCON MOD-3 코드와 비교할 계획이다. 본 논문에서는 MCCI scoping test의 실험 장치, 실험 방법 및 곁과를 소개하였다. 약 1$600^{\circ}C$ 의 SUS 304 용융물(10kg)은 충분치 않은 melt superheat와 용융물 이송과정시 열손실로 인해 침식이 거의 일어나지 않았으나, Thermite 실험에서는 측면 및 하부 방향으로 최대 2.7cm/min 의 침식율을 보였으며 하부방향으로의 최대 열유속은 약 3.1MW/$m^2$로 나타났다. 본 연구의 결과 및 실험 기술은 차세대 원전의 중대사고 완화를 위한 원자로 캐비티 설계 실증실험에 응용될 예정이다.

• The Journal of Engineering Geology
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• v.10 no.2
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• pp.52-74
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• 2000

The basement rock of upper stream of Keum River Valley consists of Precambrian gneiss which is resistant to weathering. That of mid and lower stream valley, however, is mainly composed of Mesozoic granites which are vulnerable to weathering. The upstream part of Geum River Basin is typified by the deeply-incised and steep meandering streams, whereas mid and lower part is characterized by wide floodplain and gently dipping river bottom toward the Yellow Sea. In particular flooding deposits, in which are imprinted a number of repetitions of erosion and sedimentation during the Holocene, are widely distributed in the lower stream of Geum River Basin. For understanding of erosions in the mid and lower stream of Geum River Basin, the rate of erosion of each small basins were estimated by using the data of field survey, erosional experiments and GIS ananlysis. It was revealed that erosion rate appeared highest in granite areas, and overall areas, in this field survey were represented by relatively high erosion rates. By implemeatation of remote sensing and imagery data, the temporal changes of river bed sediments for about last 11 years were successfully monitored. Observed as an important phenomenon is that the river bed has been risen since 1994 when an embankment (Dyke) was constructed in the estuarine river mouth. From the results derived from the detailed river bed topographical map made in this investigation, the sedimentation of the lower river basin is considered to be deposited with about 5 cm/year for the last 11 years. Based on this river bed profile analysis by HEC-6 module, it is predicted that Geum River bed of Ganggyeong area is continuously rising up in general until 2004. Although extraction of a large amount of aggregates from Gongju to Ganggyung areas, the Ganggyung lower stream shows the distinct sedimentation. Therefore, it is interpreted that the active erosions of tributary basins Geum drainage basins can affect general river bed rising changes of Geum River.

• Journal of the Korean Geotechnical Society
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• v.20 no.8
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• pp.89-96
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• 2004

Many researches have been devoted to developing a model fur bridge scour analysis which can consider both of the erosive potential of flowing water and the relative ability of the soil to resist erosion. The scour rate apparatus that can quantify the erosion rate of the soil has been developed by virtue of the extensive efforts. The scour rate tests were performed on 3 types of the remolding clay samples using the scour rate apparatus. The erosion characteristics of the fine-grained soil samples according to the variation of the remolding loads are examined and the correlation between the soil properties and erosion rates is also analyzed. The results of the tests and analyses show that the soil properties, especially the dry unit weight and the shear strength of the soil have great influence on the erosion characteristics.