• 한국지리정보학회지
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• 제21권4호
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• pp.145-157
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• 2018

우리나라 국토의 약 64%를 구성하고 있는 산지는 "산지관리법"에 의거하여 산지전용허가기준에 따라 전용이 허가된다. 현행 산지관리법에서는 산지전용허가를 위한 지형기준으로서 평균경사도($25^{\circ}$이하)와 표고(5부 능선 미만) 기준을 정의하여 재해로부터 취약한 필지의 전용을 규제하고 있다. 그러나 경사도는 전용하고자 하는 필지 내의 평균경사로 정의하고 있기 때문에 지형의 요철(凹凸)과 같은 사면형태를 고려할 수 없어 실제적인 재해위험성을 판단하기가 곤란하다. 그러므로 본 연구에서는 지형분류기법(Catena)의 적용가능성을 분석하고, 산지전용허가기준의 개선 방안을 연구하였다. 이론적 근거를 바탕으로 철형 및 직선 사면과 같이 물질의 이동이 활발한 사면 유형을 재해위험성을 지닌 '위험사면'으로 선정하였다. 전라북도 남원시를 대상으로 실제 산사태 발생지의 지형을 분석한 결과, 상기 유형이 약 57% 분포하는 것으로 나타나, 선정한 '위험사면'의 실제 산사태 발생 위험성을 확인하였다. 현행 산지전용허가기준을 적용했을 때 산지전용이 가능한 필지의 사면유형 분석과 실제 남원시에서 산지전용이 허가된 필지에 대한 분석에서도 '위험 사면'의 비율이 모두 50% 이상인 것으로 분석되었다. 그러므로 사면유형과 관련된 산지전용허가 기준을 마련함으로써 '위험사면'에서의 산지개발 및 이용을 방지해야 한다. 또한 본 연구에서는 산지전용허가가 가능한 필지 내 '위험사면'의 비율을 제안함으로써 산지전용허가기준의 개선을 위한 사면유형 기준의 활용방안을 제시하였다.

• 지질공학
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• 제30권3호
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• pp.289-302
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• 2020

2016년 경상남도 하동군 땅밀림 지역의 지하구조와 미끄럼사면을 파악하기 위해 지구물리탐사(전기비 저항, 탄성파 굴절법, 시추공 영상촬영)와 사면안정해석을 실시하였다. 시추조사와 탄성파속도로 해석된 사면의 지층 및 지하구조는 20여 m의 두터운 퇴적층 밑에 구간에 따라 1 m보다 얇은 풍화암 및 연암이 각각 분포한다. 지표지질조사를 통하여 관찰된 인장균열의 지표흔적을 기준으로 시추공 BH-2에서 영상촬영을 수행하여 확인된 집중 파쇄대의 분포는 지하수면과 쌍극자배열 전기비저항 단면에서 해석된 활동연약대의 깊이와 잘 부합한다. 기반암 표면의 고비저항 돌출부는 연약대의 하부 진행을 막는 일종의 자연적인 받침대 역할을 하여 이것을 경계점으로 활동면이 미끄러지고 약간 위로 올라가는 휘어진 파괴면을 수반하는 땅밀림의 특성을 설명해준다. 활동연약대에 대한 사면안정해석에서 지하수면의 변동시켜가며 건기와 우기의 안전율을 계산한 결과 우기에 해당되는 0.89의 낮은 값은 지하수로 완전포화된 물질에 기인하는 바 조사지역의 사면은 호우 시 불안정한 사면으로 해석된다.

• 한국측량학회:학술대회논문집
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• 한국측량학회 2007년도 춘계학술발표회 논문집
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• pp.367-370
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• 2007

Recently, With explosive national land developments construction fields ate increasing, and slope failures are disastrous when they occur in mountainous area adjoining highways. but public institutions and supervisors, to manage slope need GIS for managing it more quickly and correctly. For manage slope, it is nesessary to use new IT, especially wireless internet. The current domestic population using cell phones exceeded 30 million and the domestic wireless Internet environment has matured, but implementation of mobile technology for government services isnot matured enough. In this paper the author proposed a new system of mobile PPT monitoring for managing slope inspection for Ubiquitous Environment. This new system manages data in real time and reduces human power when applied to current working environments. This research was supported by a grant(NEMA-06-NH-05) from the Natural Hazard Mitigation Research Group, National Emergency Management Agency.

• 한국농공학회논문집
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• 제49권5호
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• pp.67-77
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• 2007

The images of MODerate resolution Imaging Spectroradiometer (MODIS) that provide wider swath and shorter revisit frequency than Land Satellite (Landsat) and Satellite Pour I' Observation de la Terre (SPOT) has been used fer land cover classification with better spatial resolution than National Oceanic and Atmosphere Administration/Advanced Very High Resolution Radiometer (NOAA/AVHRR)'s images. Due to the advantages of MODIS, several researches have conducted, however the results for the land cover classification using MODIS images have less accuracy of classification in small areas because of low spatial resolution. In this study, uncertainty of paddy fields classification using MODIS images was conducted in the region of Gyeonggi-do and the relation between this uncertainty of estimating paddy fields and topographical factors was also explained. The accuracy of classified paddy fields was compared with the land cover map of Environmental Geographic Information System (EGIS) in 2001 classified using Landsat images. Uncertainty of paddy fields classification was analyzed about the elevation and slope from the 30m resolution Digital Elevation Model (DEM) provided in EGIS. As a result of paddy classification, user's accuracy was about 41.5% and producer's accuracy was 57.6%. About 59% extracted paddy fields represented over 50 uncertainty in one hundred scale and about 18% extracted paddy fields showed 100 uncertainty. It is considered that several land covers mixed in a MODIS pixel influenced on extracted results and most classified paddy fields were distributed through elevation I, II and slope A region.

• 한국환경복원기술학회지
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• 제15권4호
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• pp.1-11
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• 2012

This study prepared the list of planning components required for constructing environment-friendly industrial complex and grasped major environment-friendly planning components by measuring the importance per each planning component via the survey for specialists. As a result of measuring the importance of planning component according to each field for constructing environment-friendly industrial complex, it is indicated that important planning components in natural environment field are establishing complex location plan considering its configuration and slope, excluding projects for steep slope-land, establishing countermeasures for reducing contaminants per its source, and separated location of contamination industry around living space. In living environment field, proposed planning components having relatively high importance are separated location of pollution causing industry, establishing energy saving land use plan, linking with green way, circulation network plan, lowering noise level at roadside, plan for separating between pedestrian and vehicle, securing parking space, extending green park and proper location, installing green buffer zone, conserving and forming landscapes, land use for raising energy efficiency, and expansion of energy source. In case of ecological environment, core planning components such as conserving upper class of ecological naturality degree, conserving main habitat, and biotope forming plan are suggested. This study is limited to find out planning components for constructing environment-friendly physical environment of industrial complex which is a part of non-production process. The approach to solve environmental problem by linking spatially production process and non-production process. There is a need to conduct follow-up study to constructing technique for environment-friendly industrial complex considering production & nonproduction process afterward.

• 한국지반공학회:학술대회논문집
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• 한국지반공학회 2005년도 춘계 학술발표회 논문집
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• pp.129-136
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• 2005

The deterministic analysis method has generally used to evaluate the slope stability and it evaluates the slope stability with decision value that is a representative value of design variables. However, one of disadvantages in the deterministic approach is there is not able to consider the uncertainty of soil strength properties, even though it is the biggest influential parameter of the slope stability. On the other hand, the limit state design(LSD) can take a consideration of uncertainties and computes both the reliability index and the probability of failure. LSD method is capable of overcoming the disadvantages of deterministic method and evaluating the slope stability more reliably. In this study, both the mean value and standard deviation of the internal land's representative soil strength properties applied to process the LSD method. The major purpose of this study is to gauge the general applicability of the limit state design in soil slope and to weigh the comparative validity of the proposed partial safety factor. In order to reach the aim of this study, the partial safety factor and resistance factor which totally satisfied the slope's overall safety factor were calculated by the load and resistance safety factor design (LRFD).

• 한국수자원학회:학술대회논문집
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• 한국수자원학회 2009년도 학술발표회 초록집
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• pp.986-990
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• 2009

Using artificial rainfall simulator, the soil loss, which is deemed as most cause of muddy water problem among Non-point source(NPS) pollutant, was studied by the analysis of direct runoff flow, groundwater runoff, and groundwater storage properties concerned with rainfall intensity, slope of area, and land cover. The direct runoff showed increasing tendency in both straw covered and bared boxes which are 5%, 10%, and 20% sloped respectively. Also the direct runoff volume from straw covered surface boxes were much lower than bared surface boxes. It's deemed as that the infiltration capacity of straw covered surface boxes were increased, because the surface sealing by fine material of soil surface didn't occurred due to the straw covering. Under the same rainfall intensity and slope condition, 2.4 ${\sim}$ 8.2 times of sediment yield were occurred from bared surface boxes more than straw covered surface boxes. The volume of infiltrated were increased due to straw cover, the direct runoff flow were decreased with decreasing of tractive force in surface. To understand of relationship the rate of direct runoff flow, groundwater runoff, and groundwater storage by the rainfall intensity, slope, and land cover, the statistical test was performed. It shows good relationship between most of factors, expect between the rate of groundwater storage and rainfall intensity.

• Ocean and Polar Research
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• 제27권3호
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• pp.277-288
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• 2005

Spatial distribution and vertical structures of water masses around the Antarctic continental margin are described using synthesized hydrographic data. Antarctic Surface Water (AASW) over the shelf regime is distinguished from underlying other water masses by the cut-off salinity, varying from approximately 34.35 to 34.45 around Antarctica. Shelf water, characterized by salinity greater than the cut-off salinity and potential temperature less than $-17^{\circ}C$, is observed on the Ross Sea, off George V Land, off Wilkes Land, the Amery Basin, and the Weddell Sea, but in some shelves AASW occupies the entire shelf. Lower Circumpolar Deep Water is present everywhere around the Antarctic oceanic regime and in some places it mixes with Shelf Water, producing Antarctic Slope Front Water (ASFW). ASFW, characterized by potential temperature less than about $0^{\circ}C$ and greater than $-17^{\circ}C$, and salinity greater than the cut-off salinity, is found everywhere around Antarctica except in the Bellingshausen-Amundsen sector. The presence of different water masses over the Antarctic shelves and shelf edges produces mainly three types of water mass stratifications: no significant meridional property gradient in the Bellingshausen and Amundsen Seas, single property gradient where ASFW presents, and a V-shaped front where Shelf Water exists.

• 토지주택연구
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• 제2권2호
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• pp.157-162
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• 2011

본 논문은 강원도 횡성지역에서 집중호우와 태풍 에위니아, 빌리스의 선행강우에 의해 2006년 7월 16일에 발생한 산사태 피해 발생 원인과 특성에 대하여 분석한 결과이다. 산사태 발생의 직접적인 원인은 7월 12일~13일의 선행강우로 지반의 포화도가 증가된 상태에서 7월 15일~16일의 집중호우로 인해 피해가 발생한 것으로 확인되었다. 자연 사면의 산사태 유형은 얕은 심도의 풍화잔류토층과 기반암의 경계면에서 활동이 진행되는 전이형 사면활동으로 확인되었다. 횡성지역에서 발생한 100개소에 대한 자료의 종합적인 분석 결과, 산사태 발생의 사면길이는 100m이하(87%), 사면 폭은 30m이하(74%), 평균사면경사는 $24^{\circ}$로 나타났다.

• 한국물환경학회지
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• 제25권5호
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• pp.785-791
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• 2009

Using artificial rainfall simulator, the soil loss, which is deemed as the most cause of muddy water problem among Non-point source (NPS) pollutant, was studied by the analysis of direct runoff, groundwater discharge, and soil water storage properties concerned with rainfall intensity, slope of area, and land cover. The direct runoff showed increasing tendency in both straw covered and bared soil as slope increases from 5% to 20%. The direct runoff volume from straw covered surface were much lower than bared surface. The infiltration capacity of straw covered surface increased, because the surface sealing by fine material of soil surface didn't occur due to the straw covering. Under the same rainfall intensity and slope condition, 2.4~8.2 times of sediment yield were occurred from bared surface more than straw covered surface. The volume of infiltration increased due to straw cover and the direct runoff flow decreased with decrease of tractive force in surface. To understand the relationship of the rate of direct runoff, groundwater discharge, and soil water storage by the rainfall intensity, slope, and land cover, the statistical test was performed. It shows good relationship between most of factors, except between the rate of groundwater storage and rainfall intensity.