• 제목/요약/키워드: Land Slope

검색결과 675건 처리시간 0.024초

황폐임야(荒廢林野)가 수해참상(水害慘狀)에 미치는 영향(影響) (천보산(天寶山)과 인접(隣接) 죽엽산(竹葉山)을 중심(中心)으로) (Influences of the devastated forest lands on flood damages (Observed at Chonbo and the neighbouring Mt. Jook-yop area))

  • 정인구
    • 한국산림과학회지
    • /
    • 제5권1호
    • /
    • pp.4-9
    • /
    • 1966
  • 1. On 13 September 1964 a storm raged for 3 hours and 20 minutes with pounding heavy rainfalls, and precipitation of 287.5 mm was recorded on that day. The numerous landslides were occured in the eroded forest land neighbouring Mt. Chunbo, while no landslides recorde at all on Mt. Jookyup within the premise of Kwangnung Experiment Station, the Forest Experiment Station. 2. Small-scalled Landslides were occured in 43 different places of watershed area (21.97 ha.) in which the survey had already been done, in and around Mt. Chunbo (378 m a.s.l.). The accumulated soil amount totaled $2,146,56m^3$ due to the above mentioned landslides, while soil accumulated from riverside erosion has reached to $24,168.79m^3$, consisting of soils, stones, and pebbles. However, no landslides were reported in the Mt. Jook yup area because of dense forest covers. The ratio of the eroded soil amount accumulated from the riversides to that of watershed area was 1 to 25. On the other hand, the loss and damage in the research area of Mt. Chonbo are as follows: 28 houses completly destroyed or missing 7 houses partially destroyed 51 men were dead 5 missing, and 57 wounded. It was a terrible human disaster However, no human casualties were recorded at all, 1 house-completly destroyed and missing, 2 houses-partially destroyed. Total:3 houses were destroyed or damaged, in The area of Mt. Jookyup 3. In the calculation of the quanty of accumulated soil, the or mula of "V=1/3h ($a+{\sqrt{ab}}+b$)" was used and it showed that 24, 168.79m of soil, sands, stones and pebbles carried away. 4. Average slope of the stream stood 15 at the time of accident and well found that there was a correlation between the 87% of cross-area sufferd valley erosion and the length of eroded valley, after a study on regression and correlation of the length and cross-area. In other works, the soil erosion was and severe as we approached to the down-stream, counting at a place of average ($15^{\circ}1^{\prime}$) and below. We might draw a correlation such as "Y=ax-b" in terms of the length and cross-area of the eroded valley. 5. Sites of char-coal pits were found in the upper part of the desert-like Mt. Chunbo and a professional opinion shows that the mountain was once covered by the oak three species. Furthermore, we found that the soil of both mountains have been kept the same soil system according to a research of the soil cross-area. In other words, we can draw out the fact that, originally, the forest type and soil type of both Mt. Chunbo (378m) and Mt. Jookyup (610m) have been and are the same. However, Mt. Chunbo has been much more devastated than Mt. Jookyup, and carried away its soil nutrition to the extent that the ratios of N. $P_2O_5K_2O$ and Humus C.E.C between these two mountains are 1:10;1:5 respectively. 6. Mt. Chunbo has been mostly eroded for the past 30 years, and it consists of gravels of 2mm or larger size in the upper part of the mountain, while in the lower foot part, the sandy loam was formulated due to the fact that the gluey soil has been carried and accumulated. On the hand, Mt. Jookyup has consitantly kept the all the same forest type and sandy loam of brown colour both in the upper and lower parts. 7. As for the capability of absorbing and saturating maximum humidity by the surface soil, the ratios of wet soil to dry soil are 42.8% in the hill side and lower part of the eroded Mt. Chunbo and 28.5% in the upper part. On the contrary, Mt. Jookyup on which the forest type has not been changed, shows that the ratio in 77.4% in the hill-side and 68.2% in the upper part, approximately twice as much humidity as Mt. Chunbo. This proves the fact that the forest lands with dense forest covers are much more capable of maintaining water by wood, vegitation, and an organic material. The strength of dreventing from carring away surface soil is great due to the vigorous network of the root systems. 8. As mentioned above, the devastated forest land cause not only much greater devastation, but also human loss and property damage. We must bear in mind that the eroded forest land has taken the valuable soil, which is the very existance of origin of both human being and all creatures. As for the prescription for preventing erosion of forest land, the trees for furtilization has to be planted in the hill,side with at least reasonable amount of aertilizer, in order to restore the strength of earth soil, while in the lower part, thorough erosion control and reforestation, and establishments along the riversides have to be made, so as to restore the forest type.

  • PDF

기본수준점을 이용한 국가수직기준연계 분석 연구 (Analysis of National Vertical Datum Connection Using Tidal Bench Mark)

  • 윤하수;장민철;최윤수;허룡
    • 대한공간정보학회지
    • /
    • 제22권3호
    • /
    • pp.47-56
    • /
    • 2014
  • 최근 지구 온난화로 인하여 해수면의 상승속도가 증가하고, 자연재해가 증가함에 따라서 연안방재 및 개발을 위한 해 육상수직기준 연계에 대한 관심과 요구가 높아지고 있는 추세이다. 우리나라의 수직기준은 그 사용목적이 다르며, 목적에 따라 해상 및 육상에서 개별적으로 정하여 사용되고 있다. 해상수직기준은 지역평균해수면을 사용하며, 육상수직기준은 인천평균해수면을 사용한다. 따라서 본 연구에서는 첫째, 2012년과 2013년에 설치된 통합기본수준 점 48점을 이용하여 해 육상수직기준에 따른 기하표고의 차이를 분석하였다. 분석에는 지역평균해수면과 인천평균해수면을 참조하는 기하표고 및 국가지오이드모델 기반의 기하표고가 사용되었다. 전체 48점 중 도서지역을 제외한 31점 중 11점에서 10cm 이상의 잔차가 발생하였다. 잔차의 원인은 강물의 유입, 기준조위관측소의 이동, 항만공사에 따른 지형변화 등인 것으로 판단되었다. 둘째, 해 육상수직기준 연계를 위하여 해면경사의 경향을 분석하였다. 해면경사는 인천평균해수면과 지역평균해수면의 차이를 말한다. 분석결과 우리나라의 해면경사는 서해에서 남해 그리고 동해방향으로 높아짐을 확인할 수 있었다. 본 연구를 통하여 해 육상수직기준 연계를 위한 자료로서 통합기본수준점의 성과가 활용될 수 있음을 확인하였다. 향후 해 육상수직기준 연계를 위해서는, 해 육상을 연결하는 측량자료가 많이 확보되어야 하며, 국립해양조사원과 국토지리정보원의 지속적인 수직기준 관리 및 자료 공유가 필요하다. 연계된 육해상수직기준의 정보는 효율적이고 경제적인 연안개발과 방재에 크게 활용될 것으로 기대된다.

식생정보에 기초한 백두대간 지리산권역 내 훼손지 유형별 실태조사 (The Survey on Actual Condition Depending on Type of Degraded area and Suggestion for Restoration Species Based on Vegetation Information in the Mt. Jirisan Section of Baekdudaegan)

  • 이혜정;김주영;남경배;안지홍
    • 한국환경생태학회지
    • /
    • 제34권6호
    • /
    • pp.558-572
    • /
    • 2020
  • 본 연구는 백두대간 지리산권역 내 훼손지의 유형을 분류하고, 각 훼손 유형별 실태조사를 통해 훼손 정도를 파악하여 훼손지의 복원 방향을 제시하기 위한 기초자료로 활용하기 위해 수행되었다. 지리산권역의 훼손실태를 분석한 결과 전체 훼손지의 패치 수는 57개로 확인되었고, 평균고도가 낮고 경사가 완만한 지역일수록 훼손지의 패치 수 및 훼손 면적이 더 넓게 나타났다. 훼손 유형은 초지(폐경지)와 경작지의 비율이 높게 나타나 농업적 토지이용이 주요 훼손 요인으로 분석되었다. 이 중 14개소의 훼손지를 대상으로 실태조사를 수행한 결과, 훼손 유형은 초지, 경작지, 복원지, 벌채지 및 나지로 분류되었다. 각 유형별 교란정도(일년초 및 이년초의 비율, 도시화지수, 교란율)를 분석한 결과, 초지 및 경작지에서는 대부분 초본류로만 구성된 1층 구조의 단순한 식생구조와 교란정도가 높게 나타났다. 소나무 유묘가 다수 식재된 복원지의 경우 2층 구조의 식생구조가 나타났고, 복원사업으로 인한 교란과 인근의 등산로로 인해 귀화식물의 유입이 다른 훼손지에 비해 특히 높게 나타났다. 나지의 경우 고도가 높아 귀화식물의 유입은 낮았지만, 일년초와 이년초의 비율이 높게 나타나 조사된 모든 유형의 훼손지는 천이 초기단계로 판단되었다. 훼손 유형별 군락을 서열화한 결과, I 축상의 복원지, 경작지, 초지, 벌채지 및 나지 순으로 나타나 훼손 유형별로 구분되어 배열되는 경향을 보였다. 또한 훼손 유형별 조사지와 참조생태계의 군락을 서열화한 결과, 종조성의 차이를 확인할 수 있었다. 이처럼 생태적 복원 절차에 따라 식생정보에 기초한 훼손 유형별 실태를 진단하고, 진단 결과와 함께 참조생태계와의 종조성의 차이를 확인함으로써 향후 복원 목표 및 복원 방향 설정의 기초자료로 활용하고자 한다.

산악지역에서의 수치사진측량에 의한 DEM추출과 GIS를 이용한 3차원 도로시뮬레이션에 관한 연구 (A Study On Choosing The Most Suitable Roadline Using Digital Photogrammetry and GIS in Mountain Area)

  • 권혁춘;이병걸
    • 한국측량학회지
    • /
    • 제24권1호
    • /
    • pp.123-130
    • /
    • 2006
  • 본 연구에서는 기존의 수치지도를 이용한 3차원 도로설계를 이용한 방법대신에 수치지도에서 뚜렷하게 나타나지는 않는 지역을 수치사진측량방법으로 항공사진을 이용하여 DEM을 추출하여 3차원 도로설계에 적용하였다. 이를 위하여 한 쌍의 입체항공사진으로부터 수치표고모델을 생성하고 정사사진을 추출한 다음 GIS기법을 적용하여 도로설계를 위한 최적노선을 선정하였다. GIS 프로그램인 Arc View 및 MGE module 소프트웨어를 이용하여 음영기복도, 경사도. 방향도 및 지형지물의 위치도등을 결합시켜 Overlay map을 형성하여 최적노선을 선정하고 이 노선에 따라 3차원 시뮬레이션을 진행하여 그 효과를 검토하고자 하였다. 그 결과 항공사진으로부터 얻어낸 수치표고모델과 정사사진은 최적노선선정에 매우 유효하였으며, 3차원 시뮬레이션을 진행함으로서 그 효과를 충분히 확인할 수 있었다.

녹화와 인간(IV) -잡초를 활용한 제방 비탈면의 식생관리- (Revegetation and human(IV) -The weed management of levee controlled the weed in the weed-)

  • 에자키 츠지오;이와모토 토루;염규진;문진희;전근우
    • Journal of Forest and Environmental Science
    • /
    • 제20권1호
    • /
    • pp.82-92
    • /
    • 2004
  • 제방 비탈면의 잡초관리는 상당한 노동력을 필요로 하기 때문에 풀베기 작업을 경감시키기 위해 일반적으로 잡초라고 불리고 있는 식물을 활용하여 "잡초로 잡초를 제어한다" 라는 개념 하에 연구를 추진하고 있다. 제방 비탈면의 식생에는 (1) 침식 및 붕괴방지, (2) 풀베기 작업시의 작업성 등과 같은 식물자체에 요구되는 조건, (3) 숲을 기본으로 한 농촌풍경의 향상 유지 및 (4) 걷기 편함 등이다. 황폐지나 제방 비탈면의 우점종인 식물에 대하여 이 4가지 조건에 맞추어 검토를 실시한 결과, Imperata cylindrica Beauv., Shibataea kumasaca Nakai, Sasaella kogasensis Nakai var. gracillima S. Suzuki 및 Hedera canariensis Willd.가 이용 가능할 것으로 판단되었다.

  • PDF

지리정보체계를 이용한 생태환경분석 및 적지분석: 자연생태계 보전지역 설정 및 평가 모형을 중심으로 (Analysis of Land Suitability and Ecological Environment Using GIS Focused on the Evaluation Model for Designating of Natural Ecological Preservation Zone)

  • 이명우
    • 환경영향평가
    • /
    • 제6권2호
    • /
    • pp.61-80
    • /
    • 1997
  • This study tried to propose the guidelines for the ecological preservation zoning in Korea. So some related laws and regulations were inspected, which were Natural Environment Preservation Act, Nature Park Act, Cultural Asset Conservation Act, Forest Act and Urban Planning Act. In these acts, I could find several concepts related to the ecosystem that are described as the protection area. But there aren't detailed and practical characteristics in those concepts. So for making the practical concept of ecosystem preservation, I considered Multiple Use Module, Wildlife habitat model, and Environmental evaluation model. Thorough this step, the process and methodology was established for evaluating and analysing. The potentiality of the GIS system was inspected. So the TM5 scene of the site was acquired and processed by ER-Mapper, Idrisi, Arc/Info and Arcview. And several digitized data were input by scanning and vecterizing. The Erdas format was mostly exchangeable to any program. The site is the Byonsan Peninsula National Park. The forest stand information and topographic data were digitized, types of which are forest year, DBH, density, slope, aspect etc. And also the watershed boundary, roads and paths, natural and cultural resources were mapped and analysed. Modelling of preservation suitability found the dispersed patterns for the best suitable zone through all the site. And the development potential areas were checked on downwatershed. This patterns are thought to result from the forest location for the wildlife habitat and the low altitude and no-steep slopes for developing. And Early warning system concept was introduced by overlapping these two patterns on the both potential area. As the conclusions, I proposed that the preservation zone be assigned according to the watershed unit as the main ecosystem zone. This main area should be linked by the eco-corridor through the point type eco-system. Finally, I thought the comprehensive information system should be established for making the rational and efficient decision making in natural area.

  • PDF

TANK 모형 매개변수 추정을 위한 회귀식 개발 (Regression Equations for Estimating the TANK Model Parameters)

  • 안지현;송정헌;강문성;송인홍;전상민;박지훈
    • 한국농공학회논문집
    • /
    • 제57권4호
    • /
    • pp.121-133
    • /
    • 2015
  • The TANK model has been widely used in rainfall-runoff modeling due to its simplicity of concept and computation while achieving forecast accuracy. A major barrier to the model application is to determine parameter values for ungauged watersheds, leading to the need of a method for the parameter estimation. The objective of this study was to develop regression equations for estimating the 3th TANK model parameters considering their variations for the ungauged watersheds. Thirty watersheds of dam sites and stream stations were selected for this study. A genetic algorithm was used to optimize TANK model parameters. Watershed characteristics used in this study include land use percent, watershed area, watershed length, and watershed average slope. Generalized equations were derived by correlating to the optimized parameters and the watershed characteristics. The results showed that the TANK model, with the parameters determined by the developed regression equations, performed reasonably with 0.60 to 0.85 of Nash-Sutcliffe efficiency for daily runoff. The developed regression equations for the TANK model can be applied for the runoff simulation particularly for the ungauged watersheds, which is common for upstream of agricultural reservoirs in Korea.

해수면 상승에 따른 순천만 습지 변화 예측 (A Prediction on the Wetlands Change of Suncheon Bay by the Sea Level Rise)

  • 문보라;김동명;이석모
    • 수산해양교육연구
    • /
    • 제29권3호
    • /
    • pp.627-635
    • /
    • 2017
  • Sea level rise caused by climate change has become a global issue. Sea level rise seems to be an important factor of the research for coastal areas as it affects topography and vegetation of coasts and especially for the plan of coastal wetlands restoration which needs to be carried out for a long term, it has to be considered sufficiently. The coastal wetlands in Korea was damaged by the land reclamation project but recent concerns on the restoration have increased as its value is evaluated highly. Suncheon Bay had also reclaimed from wetlands to rice field once however this site is very active for restoration nowadays. This study estimated an effect according to sea level rise by 2100, reappearing the none dike condition of Suncheon Bay so that it can be taken account of a future plan of wetland restoration. The Sea Level Affecting Marshes Model(SLAMM) was selected as predicting model. The input data such as DEM(Digital Elevation Model), slope, wetlands category, sea level rise senario, tidal range and accretion rate was applied for the simulation. The results showed a decrease in tidal flat, an increase in sea area and a change of the rice field to transitional salt marsh consistently by 2100. These results of this study could be used as baseline data in the future plan of ecological restoration in Suncheon Bay.

A Comparison of Urban Growth Probability Maps using Frequency Ratio and Logistic Regression Methods

  • Park, So-Young;Jin, Cheung-Kil;Kim, Shin-Yup;Jo, Gyung-Cheol;Choi, Chul-Uong
    • 한국조경학회지
    • /
    • 제38권5_2호
    • /
    • pp.194-205
    • /
    • 2010
  • To predict urban growth according to changes in landcover, probability factors werecal culated and mapped. Topographic, geographic and social and political factors were used as prediction variables for constructing probability maps of urban growth. Urban growth-related factors included elevation, slope, aspect, distance from road,road ratio, distance from the main city, land cover, environmental rating and legislative rating. Accounting for these factors, probability maps of urban growth were constr uctedusing frequency ratio (FR) and logistic regression (LR) methods and the effectiveness of the results was verified by the relative operating characteristic (ROC). ROC values of the urban growth probability index (UGPI) maps by the FR and LR models were 0.937 and 0.940, respectively. The LR map had a slightly higher ROC value than the FR map, but the numerical difference was slight, with both models showing similar results. The FR model is the simplest tool for probability analysis of urban growth, providing a faster and easier calculation process than other available tools. Additionally, the results can be easily interpreted. In contrast, for the LR model, only a limited amount of input data can be processed by the statistical program and a separate conversion process for input and output data is necessary. In conclusion, although the FR model is the simplest way to analyze the probability of urban growth, the LR model is more appropriate because it allows for quantitative analysis.

대형재하시험을 통한 원지반 부착식 패널옹벽의 거동특성 (Behavior Characteristics of Precast Concrete-Panel Retaining Wall Adhered to In-situ Ground through Large Scaled Load Test)

  • 신윤철;민경남;김진희;안태봉
    • 한국지반환경공학회 논문집
    • /
    • 제17권11호
    • /
    • pp.45-53
    • /
    • 2016
  • 패널식 옹벽은 지보재를 통한 선지보 개념으로 프리캐스트 패널과 체결하여 원지반 강도를 최대한 보호하며 보강하는 공법이다. 최근 건설공사에서 대규모 깎기비탈면의 형성에 따른 토공량 증가와 환경 훼손을 최소화하고 용지제한에 따른 토지의 효율적인 이용을 위해 패널식 옹벽의 적용이 증가하고 있는 추세이다. 원지반 부착식 패널옹벽은 자연암반 질감을 갖는 프리캐스트 콘크리트 패널을 사용하여 경관성을 향상시키고 완전한 Top-Down 시공법을 구현하도록 개발된 공법으로 수직절취와 패널의 원지반 직접부착이 가능해 비탈면 이완을 최소화하고 터파기 및 되메우기 공종을 배제하여 시공성을 개선하였다. 본 연구는 현장시험시공을 수행하여 수직절취 및 Top-Down에 대한 시공성을 확인하고, 대형재하시험과 하중단계별 계측결과를 분석하여 원지반 부착식 패널옹벽의 거동특성을 분석하였다.