• 제목/요약/키워드: forest stability

검색결과 369건 처리시간 0.025초

화강암지역의 산림환경 및 도로구조인자가 임도의 안정성에 미치는 영향 (Effects of Forest Environmental Factors and Forest Road Structures on the Stability of Forest Road in Granite Areas)

  • 임병준;마호섭
    • 한국환경복원기술학회지
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    • 제2권3호
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    • pp.83-92
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    • 1999
  • To investigate the influence of forest road characteristics and site conditions on the stability of forest-road in granite area, four forest roads had been selected in Kyongbuk regions. The total of 13 road characteristic variables were evaluated by the discriminant analysis. The factors influencing the stability of forest road were bed rock, slope length, coverage, hardness, side-ditch erosion and road width. But aspect and soil texture were not significant for the stability in this area. In the correlation between forest environment and road structure, hardness and bed rock was highly significant in stability group, and coverage and side-ditch erosion was highly significant in instability group. 75 of 175 segments were instable whereas the others were stable. The centroids value by discriminant function in the stability and instability were estimated to 3.0585 and -1.9116, respectively. The stability criterion of forest road was discriminated from the centroids value of the each group. The main factors contributing the stability of forest road were significant in order of side-ditch erosion, coverage, soil texture, elevation, gradient, slope length and construction year. The prediction rate of discriminant function for stability evaluation of forest road was as high as 97.44%. In conclusion, the forest road structure factors such as length, coverage and slope gradient were controlled by construction techniques. If the factors like those should be considered in design, construction and forest road management, the stability of forest road may increase more. And also, it is necessary to take slope protection measures like small terraces and retaining walls for stability of cut slope.

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산불의 영향을 고려한 산지사면의 안정성 평가 (Safety Evaluation of Mountain Slopes Considering the Effect of Forest Fire)

  • 김종민;정봉훈;최준성;박덕근
    • 한국방재학회 논문집
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    • 제4권1호
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    • pp.57-64
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    • 2004
  • 최근의 엘리뇨와 라니냐 등 이상기온현상과 이에 따른 산불발생빈도의 증가는 산지사면의 안정성에 대한 산불의 영향을 고려해보게 되는 계기가 되고 있다. 본 논문에서는 산불로 인한 식생의 파괴에 따른 자연사면 안정성에 미치는 정도를 규명하고, 산불에 따른 사면의 안정성을 평가하는 방법을 제시하여 산불로 인하여 발생될 수 있는 피해를 최소화하는데 그 목적이 있다. 본 논문에서는 산불로 인한 산지사면 식생의 변화가 사면 안정성에 미치는 영향을 정량적으로 분석하였고, 그 결과로 산불의 영향을 고려한 사면안정도표를 제안하였다.

A Study on Dimensional Stability and Thermal Performance of Superheated Steam Treated and Thermal Compressed Wood

  • Chung, Hyunwoo;Han, Yeonjung;Park, Jun-Ho;Chang, Yoon-Seong;Park, Yonggun;Yang, Sang-Yun;Yeo, Hwanmyeong
    • Journal of the Korean Wood Science and Technology
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    • 제44권2호
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    • pp.184-190
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    • 2016
  • Recently, wood is attracting attention as green building interior decoration material. When wood is used as building interior decoration material, excellent dimensional stability and thermal performance is required. In this study, superheated steam treatment process and thermal compression process were applied to flat sawn Pinus koraiensis wood panel in order to improve dimensional stability and thermal performance. According to results of this study, superheated steam treatment process and thermal compression process improve thermal performance and dimensional stability of wood, especially in tangential direction. The spring back in radial direction reduces the effect of thermal compression on dimensional stability of wood in radial direction.

산림환경인자에 의한 임도 절토비탈면의 안정성 평가 (Stability Evaluation of Cut Slope in Forest Roads by Forest Environment Factors)

  • 전권석;오성윤;마호섭
    • 한국환경복원기술학회지
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    • 제6권4호
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    • pp.43-51
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    • 2003
  • 임도의 절토비탈면의 각 조사구를 토양침식 및 붕괴발생의 발생 유무에 따라 안정구와 불안정구로 구분하고 절토비탈면의 안정에 영향을 미치는 인자를 도출하여 비탈면의 안정성을 평가한 결과는 다음과 같다. 1. 절토비탈면에서 발생한 토양침식량은 표고, 상부(사면위치), 볼록사면(凸), 사면경사, 비탈면길이, 사질식양토(SiL), 남쪽(South)사면과는 정의 상관을, 식생피복도, 평형사면(${\square}$), 미사질식양토(SiCL)와는 부의 상관관계를 보였다. 2. 절토비탈면의 안정성 판별에 대한 상대적 기여도는 식생피복도, 토양경도, 사면경사, 표고, 미사질양토, 볼록사면, 복합사면의 순으로 나타났다. 3. 절토비탈면에서 안정구(2)와 불안정구(1)의 중심값은 각각 -1.194와 1.127로 나타났으며, 이때 판별구분치는 -0.072이었다. 4. 절토비탈면 조사구의 불안정구와 안정구에 대한 판별능력의 적중율은 불안정구는 125개 중 117개가 판별됨으로서 93.6%의 적중율을, 안정구는 117개의 조사구 중 102개를 판별 시켜 87.2%의 적중율을 보였으며 두 그룹의 전체 판별능력은 90.4%였다.

Specific Gravity and Dimensional Stability of Boron-Densified Wood on Three Lesser-Used Species from Indonesia

  • AUGUSTINA, Sarah;WAHYUDI, Imam;DARMAWAN, I Wayan;MALIK, Jamaludin;BASRI, Efrida;KOJIMA, Yoichi
    • Journal of the Korean Wood Science and Technology
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    • 제48권4호
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    • pp.458-471
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    • 2020
  • Effect of pre-treatment and compression ratio on specific gravity (SG) and dimensional stability improvement of three lesser-used wood species from natural forest area of North Kalimantan Province, Indonesia had been investigated. Hot soaking at 80℃ for 3 hours within 2 and 5% of boron solution was applied as pre-treatment, while compression ratio applied was 20 and 40% from the initial thickness. Densification was conducted using hot pressing machine at 30 kg/㎠ of pressure and 160℃ of temperature for 15 minutes. Specific gravity was measured gravimetrically, while dimensional stability was evaluated through thickness swelling and water absorption as the indicator. Results show that SG of densified wood was influenced by wood species and compression ratio, but not by pre-treatment applied; while dimensional stability was influenced by wood species, compression ratio, and pre-treatment. Specific gravity and water absorption of densified wood was improved significantly. Specific gravity increased 28.86-63.03%, while water absorption decreased 12.80-15.89%. Thickness swelling of 20% densified wood was lower than that of 40% densified wood.

산지습지의 친환경복원이 저서성 대형무척추동물 분포에 미치는 영향 (Effect of eco-friendly restoration on the community characteristics of benthic macroinvertebrates in forested bog)

  • 정유경;이헌호;강원석;박기형;권세명
    • 한국환경복원기술학회지
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    • 제24권3호
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    • pp.33-47
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    • 2021
  • This study was conducted to investigate the influence of eco-friendly restoration in forested bog on the structure of benthic macroinvertebrate community. The benthic macroinvertebrates collected from the surveyed sites were composed of 1,071 individuals, 60 species, 40 families, 13 orders, 6 classes and 5 phyla. At the control and Site 3(small dam), the number of species and individuals were larger than that of other sites, and EPT group ratio was same as well. Considered by index, the dominance index (DI) was found the highest at the biotope area. The diversity index (H') and richness index (RI) were the highest at the control and Site 3. In addition, the ecological score of benthic macroinvertebrate (ESB) showed the highest at site 3, while the lowest at biotope area. The stability and recovery of benthic macrointebrates showed different according to restoration types at forested bog. After restoration project, the benthic macroinvertebrates were observed to get recovery at Site 3, and to have the highest communities stability at control and Site 3. At biotope areas (Site 4, Site 5 and Site 6) communities stability were the lowest, but showed different community stability values according to the presence of water. It is confirmed that the eco-friendly restoration projects indeed provided the better environment for the inhabitation of benthic macroinvertebrate community. The change of community index depending on the restoration projects suggests that the eco-friendly restoration can provide a more suitable environment for benthic macroinvertebrate ecosystem that prefers the stream environment.

비탈면 안정을 위한 참싸리 뿌리의 토양보강 효과 (Analysis on Soil Reinforcement by Lespedeza cyrtobotrya Roots for Slope Stability)

  • 황진성;지병윤;오재헌;차두송
    • Journal of Forest and Environmental Science
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    • 제30권1호
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    • pp.113-119
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    • 2014
  • To examine the soil reinforcement by the shrub with shallow root systems for slope stability, we developed insitu apparatus for direct shear test and conducted the insitu field tests for Lespedeza cyrtobotrya, a representative revegetation species for artificial hillslopes. The insitu field tests were conducted for two different soil conditions (the rooted soils and non-rooted soils) and we then compared the experimental values with those calculated from the Wu model. The results showed that the soil reinforcement derived from the insitu field tests ranged from 0.01525 to 0.1438 $kgf/cm^2$ while the one calculated from the Wu model ranged from 0.1952 to 0.2696 $kgf/cm^2$. Our finding suggests more field tests are needed to collect the related parameters in the model application thereby predicting the reliable soil reinforcement by the shrub root systems.

UAV 항공사진을 이용한 산림지 횡단면도 추출 및 사면안정성 평가 (UAV Aerial Photogrammetry for Cross Sectional Extraction and Slope Stability Analysis in Forest Area)

  • 김태진;손영환;박재성;김동근
    • 한국농공학회논문집
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    • 제60권1호
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    • pp.67-77
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    • 2018
  • The objective of this study is to extract the shape of the slope from the images acquired using UAV and evaluate its suitability and reliability when applied to slope stability analysis. UAV is relatively inexpensive and simple, and it is possible to make terrain survey by generating point clouds. However, the image acquired from UAV can not be directly photographed by the forest canopy due to the influence of trees, resulting in severe distortion of the terrain. In this study, therefore, the effects of forest canopy were verified and the slope stability analysis was performed. Images acquired in winter and summer were used, because summer images are heavily influenced by the forest canopy and winter images are not. As a result of the study, the winter image is suitable for the extraction of slope shape, but severe terrain distortion occurs in the summer image. Therefore, slope stability analysis using slope shape extracted from summer image is impossible, so it should be modified for slope stability analysis. The modified slope did not completely eliminate the distortion of the terrain, but it could express the approximate shape of the slope. As a result of the slope stability analysis, the location and shape of the failure surface are the same, and the error of the safety factor is less than 0.2, which is close to the actual slope.

자주식 반송기를 이용한 가선집재작업의 안정성분석 (Stability Analysis of Cable Yarding with Self-Propelled Carriage)

  • 오재헌;박문섭;김재원;차두송
    • 한국산림과학회지
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    • 제95권4호
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    • pp.495-500
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    • 2006
  • 자주식 반송기를 이용한 가선집재작업의 안정성을 이론적인 계산과 현장 계측을 통해 검토하였다. 가선집재 시스템의 이론적 안정성 평가의 유용성을 입증하기 위하여 스카이라인의 장력과 근주의 저항력을 측정하여 이론 계산값과 비교평가하였다. 그 결과 측정된 스카이라인의 장력과 계산값이 유사하였으며, 이를 통해 전체적인 안정성 검토가 가능하였다. 또한 근주의 저항력은 근주의 직경과 밀접한 관계가 있으며 근주변의 각도가 $5-10^{\circ}$일 때 가장 큰 저항력을 나타내었으며, 그 이상의 각도에서는 지주목으로서의 기능을 잃어버리는 것으로 판단되었다.

도시생활권의 토석류 피해 저감을 위한 복합형 사방댐의 안정성 및 기능성 평가 (Evaluating Stability and Functionality of Hybrid Erosion Control Dam for Reducing Debris Flow Damage in Forested Catchment Nearby Urban Area)

  • 김기대;김동엽;서준표;이창우;우충식;강민정;정상섬;이동균
    • 한국산림과학회지
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    • 제107권1호
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    • pp.59-70
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    • 2018
  • 본 연구는 도시생활권의 특성을 고려한 재해예방용 사방댐을 개발하고, 현장에서의 활용성을 검토하기 위하여 안정성 및 기능성을 평가하는 것을 목적으로 하고 있다. 필러와 바닥스크린을 활용한 토석류 방재댐과 수제를 활용한 토석류 제어댐 등 복합형 사방댐 2종을 개발하였고, 각 구조물의 정적(활동, 전도, 지지) 및 동적(부재력) 안정성을 검토하였다. 그 결과, 각 검토항목별로 충격력에 대한 안정성에 미달하는 경우도 일부 나타났으나, 대부분 항목에서 기준 안전율을 만족하는 것으로 나타났다. 또한, 개발된 사방댐을 토대로 축소모형을 제작하여 수로실험을 실시한 결과, 사방댐을 설치하지 않은 대조구에 비교하여 유하물의 퇴적범위와 퇴적속도를 감소시켰고, 포착율은 평균적으로 3.5배 증가하는 것으로 나타났다. 추후 수행될 다양한 조건에서의 수로실험 결과를 바탕으로 개발된 도시생활권형 사방댐의 기능을 보다 정량적으로 구체화 할 수 있다면, 이를 도시생활권에 활용하여 산지토사재해 피해를 효과적으로 저감할 수 있을 것으로 기대되었다.