• Proceedings of the Korea Institute of Fire Science and Engineering Conference
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• 2012.04a
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• pp.206-209
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• 2012

산불에 영향을 미치는 인자는 일반적으로 산림 연료와 기상 그리고 지형인자로 구분할 수 있다. 이중 지형인자는 경사와 사면의 방향 그리고 해발고, 사면의 길이 등 여러 조건들이 복합적으로 이루어진 산의 형세를 이룬다. 지형 조건 중 경사는 산불 발생 후 확산속도에 영향을 주며 사면의 방향은 태양복사에너지 일사량에 따른 연료의 건조와 연료의 온도 등에 영향을 줌으로써 산불의 발생과 확산에 영향을 준다. 특히 산불이 시작되는 이른 봄철에는 강설 후 사면향에 따라 적설지역과 눈이 녹아 건조한 지역이 사면의 향에 따라 큰 차이를 나타내고 있으며 이로 인해 산불위험 예보시에도 사면향에 따른 산불발생위험을 달리 적용해야 할 필요성이 있다. 이에 본 연구에서는 사면의 방향에 따른 산불위험성을 평가하기 위해 먼저 태양복사에너지의 일사량 분석을 실시하였고 산불사례조사를 통해 사면의 방향에 따라 산불발생 위험과 피해면적을 비교, 분석하였다. 그 결과 태양복사에너지 일사량이 가장 많은 사면의 향인 남사면을 중심으로 산불발생이 높은 것으로 분석되었다.

• Journal of the Korean Society of Hazard Mitigation
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• v.9 no.6
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• pp.119-124
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• 2009

In this study, the characteristics of estimating methodology for RUSLE factors such as soil erodibility factor, slope length-steepness factor, and cover management factor were reviewed and then the relative error according to each methodology was analyzed. RUSLE was applied to experimental watershed for 42 storm events and their results were compared with measured sediment yield to examine the applicability of RUSLE. As a result, this paper found that it should be necessary to consider vegetation effect for forest application of RUSLE as cover management was the most sensitive factor. Also, soil erodbility factor was calculated from data of soil series by National Academy of Agricultural Science caused sediment yield to be overestimated because there were big differences between the soil series and on-site soil texture. The 22.7% of maximum relative error was shown according to selecting the rain energy equation. In addition, it will be necessary to verify the RUSLE factors with more data in order to improve their accuracy.

• Proceedings of the Korea Water Resources Association Conference
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• 2006.05a
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• pp.603-607
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• 2006

최근 산불발생이 증가하고, 그에 따른 피해가 증가하고 있다. 또한 산불 발생지역의 토양침식으로 인한 2차적인 재해위험이 예상됨에 따라 산불 지역의 토양침식과 영향인자들에 대한 연구가 활발히 진행되고 있다. 본 연구에서는 낙산사 산불지역의 산지사면에 10개의 소규모 조사구를 설치하고 강우에 따른 토사유출량을 조사하였다. 토양침식 매개변수를 강우인자(강우량, 강우강도, 강우에너지), 지형인자(면적, 사면경사, 사면길이, 길이경사인자), 식생인자(전체피복도, 식생지수), 토양인자(투수계수, 유효입경, 유기물함량, 토심)로 구분하여 각각의 토양침식에 대한 관계를 분석하고, 시간경과에 따른 토양침식의 관계도 분석하였다. 강우강도와 강우량이 커짐에 따라 토양침식민감도에 대한 식생피복도의 영향이 더욱 가중되며, 식생 회복이 빠른 지역과 그렇지 않은 지역에서의 시간경과에 따른 누적 토양침식량의 변화는 크게 차이를 보였다. 낙산사 산불지역에서의 강우에 따른 토양침식은 강우에너지와 식생피복도의 관계가 가장 높았다.

• Journal of the Korean Geographical Society
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• v.33 no.3
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• pp.365-376
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• 1998

The goal of this study is to find the geomorphic variables contolling gully development on hillslopes following deforestation. Two possible geomorphic processes, surface erosion and mass movement were reviewed to compare the characteristics and geomorphic variables involved. The research objective in this paper is to find the variables and the statistical model which can explain gully density in the study area. Gully density was selected as a response variable. For log gully density, the best subset regression was found to have the variables such as area, surface length, and surface width. Log area is the most significant predictor. Even with several outliers, the normal probability plot of the residuals from this regression looks straight. So, area, surface length, and surface width explain half of the variance in gully density.

• 한국방재학회:학술대회논문집
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• 2011.02a
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• pp.98-98
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• 2011

중소규모 하천에서 많이 설치되어 있는 경사형보를 대상으로 하류부 세굴에 대한 수리모형실험과 수치모의를 통하여 경사형보 하류부 세굴특성과 세굴영향인자들에 대한 민감도 분석을 실시하였다. 수리모형실험은 폭 0.8m, 길이 20m의 가변경사 직선 개수로에서 1 : 2(H/L)경사를 가지는 경사형보의 높이, 월류수심, 하류부 수심 변화에 따른 최대 세굴심과 세굴길이의 변화를 관측하였고, 수치모의는 유사이동 모의가 가능한 3차원 수치모형인 FLOW-3D를 이용하여 경사형 보의 경사 변화에 따른 하류부 세굴특성을 모의하였다. 수리모형실험 결과 최대 세굴심 및 세굴길이에 가장 영향을 크게 미치는 인자는 월류고이며, 하류부 수심은 최대 세굴심과 세굴길이의 감소효과 뿐만 아니라 세굴공의 형상에도 영향을 미쳤다. 낙하류의 유입 각도가 예연보에 비하여 작은 경사보는 예연보에 비하여 수평방향 유속이 상대적으로 증가하여 세굴길이가 증가하였으며 이로 인하여 세굴공 하류부 천이영역의 사면경사가 상대적으로 완만하게 형성되었다. 세굴공의 상류부에 재순환 영역이 발생되어 천이영역에서 이송되는 유사의 최대세굴심 발생 위치에 퇴적되는 현상을 방해하며 세굴공의 모양은 완전히 발달된 이중(double) 세굴공을 생성하였으며, 특히 낙하류의 유입각도와 하류부 수위의 영향으로 하류수심($h_t$)과 낙차고(H)의 비($h_t/H$)가 1.0 미만인 경우에 이중(double) 세굴공이 발생하였다. 경사형보의 경사각 영향에 따른 하류부 세굴 영향은 3차원 수치모형을 이용하여 모의하였으며, 경사각을 1V/2H, 1V/3H, 1V/4H로 변화시키며 수치모의를 수행하였다. 수치모의 결과 경사각이 증가할수록 최대 세굴심은 증가하는 경향을 보이고 그에 따른 증가율은 감소하였다. 보 높이, 월류고, 하류부 수심, 경사각 변화에 따른 세굴심의 변화는 상대민감도 방법을 이용하여 비교하였으며 주요 영향인자에 대한 민감도비는 월류고가 보 하류부 세굴에 가장 큰 영향을 미치고, 경사각, 보 높이, 하류부 수심 순이다. 특히 보 하류부의 수심은 음의 민감도를 보이며, 이는 보 하류부 수심이 증가할수록 세굴심이 감소하는 것을 의미한다. 추후 보완 실험 및 수치모의를 추가 활용한다면, 경사형보 하류부 물받이 및 하상보호공 설계를 위한 정량적인 기초자료를 제공할 수 있을 것으로 판단된다.

• Journal of the Korean Society of Environmental Restoration Technology
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• v.6 no.4
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• pp.43-51
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• 2003

The purpose of this study was evaluate to the stability on cut slope of forest roads by forest environmental factors. The total of 19 environmental factors on cut slope of forest roads were investigated in about 42.74km constructed during 1987 to 1993 in Gyeongnam and Jeonnam province. The evaluation of slope stability in forest roads were conducted by the discriment analysis. The main factors influencing the stability of cut slope were significant in order of coverage, soil hardness, degree of slope, altitude, silt loam, convex(凸) and compound(凹凸). The centroids value of discriminant function in the stability and unstability area estimated to -1.194 and 1.127, respectively. The boundary value between two groups related to slope stability was -0.072. The prediction rate of discriminant function for stability evaluation of was as high as 90.4%.

• Water for future
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• v.29 no.5
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• pp.139-150
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• 1996

This paper presents the effect of numerical parameters, such as grid size and grid ratio, on the outflow hydrograph of a unit-width plane in the linear Muskingum-Cunge method. The numerical results depend on Courant number C and cell Reynolds number D, two physically and numerically meaningful parameters. As C approache 1 and D increases, the numerical dispersion-relating oscillations are difficult to occur. The numerical oscillations occur in the front of a propagating wave for C < 1, while smaller oscillations occur behind the wave for C > 1 due to the numerical diffusion effect. For a plane with a small value of characteristic reach length L (e.g., a steep plane), the numerical solution of the Muskingum-Cunge method is similar to that of the kinematic wave method, which shows no wave attenuation. However, for a plane with a large value of L (e.g., a mild plane), the Muskingum-Cunge method leads to the diffusion waves which are essentially independent of the Courant number. Accordingly, the Muskingum-Cunge method will be suited for the routing of the catchment with relatively mild slopes.

• Journal of the Korean Association of Geographic Information Studies
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• v.8 no.4
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• pp.81-90
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• 2005

Based on the landslide hazard scoring system of Korea Forest Research Institute, a GIS model for predicting landslide hazards was developed. The risk of landslide hazards was analyzed as the function of 7 environmental site factors for the terrain, vegetation, and geological characteristics of the corresponding forest stand sites. Among the environmental factors, slope distance, relative height and shapes of slopes were interpreted using the forestland slope interpretation module developed by Chung et al. (2002). The program consists of three modules for managing spatial data, analyzing landslide hazard and report-writing, A performance test of the model showed that 72% of the total landslides in Youngin-Ansung landslides area took place in the highly vulnerable zones of grade 1 or 2 of the landslide hazard scoring map.

• Journal of Korean Society of Forest Science
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• v.88 no.2
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• pp.240-248
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• 1999

On the basis of data obtained from five forest roads collapsed due to a heavy rainfall of 1995 in Chunchon, Kangwon-do, this study was carried out to evaluate and predict the fill slope failure of forest roads with four factors of forest road structure and those of location condition by using Quantification theory(II). The results were summarized as follows ; In the structure factors of forest road, the fill slope failure was mainly occurred in longitudinal gradients less than $2^{\circ}$ or more than $4^{\circ}$, distance of surface-flow longer than 80m, fill slope length greater than 6m, and fill slope gradients steeper than $35^{\circ}$. In the factors of location condition, the failure was mainly occurred in ridge portion of road position, weathered rock and soft rock of constituent material, slope gradients in the range from $35^{\circ}$ to $45^{\circ}$, and concave and convex of longitudinal slope forms. The priority order for factors influencing on fill slope failure was ranked by fill slope length, constituent material, road position, and so on. And the rate of correct discrimination by analysis of fill slope failure was estimated at the high prediction of 86.5%.

• Journal of the Korean Society of Surveying, Geodesy, Photogrammetry and Cartography
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• v.19 no.1
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• pp.27-37
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• 2001

Soil erosion by outflow of water or rainfall has caused many environmental problems as declining agricultural productivity, damaging pasture and preventing flow of water. As the interest in environment is increasing lately, soil erosion is considered as a serious problem, whereas the systematic regulation and analysis for that have not established yet. This research shows the method of extracting factor entered model which expects soil erosion by GSIS. There are several erosion model such as ANSWER, WEPP, RUSLE. The research used RUSLE erosion model which could expect general soil erosion connected easily with GSIS data. RUSLE's input factors are composed of rainfall runoff factor(R). soil erodibility factor(K), slope length factor(L), slope steepness factor(S), cover management factor(C) and support practice factor(P). The general equation used to extract L, S factor on the RUSLE to be oriented for agricultural area has some limitation to apply whole watershed. So, on this study we used a revised empirical equation applicable to the watershed by grid on the GSIS. Also, we analyzed RUSLE factors by watershed being analyzed with watershed extraction algorithm. Then we could calculate the minimum, maximum. mean and standard deviation of RUSLE factors by watershed.