• 제목/요약/키워드: land slope

검색결과 671건 처리시간 0.026초

임해매립지의 식재지반별 토양 물리·화학적 특성 (Physico-Chemical Properties of Soils at the Ground of Landscape Planting in Reclaimed Land from the Sea)

  • 김도균
    • 한국환경복원기술학회지
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    • 제4권4호
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    • pp.12-18
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    • 2001
  • This study was carried out to analyze physico-chemical properties of soils at the ground of landscape planting in reclaimed land from the sea on Kwangyang Bay, South Korea. Physico-chemical properties of soils at each planting grounds were tested by ANOVA and were significantly(P<0.01) different. The difference came from the soil properties of the covered soil, the disturbance applied to the soil with land use and the accumulation of organic matter after landscape planting. Soil hardness, pH, ECe, Na and K level were in a stable condition at high then low of ground height for landscape planting. Organic matter accumulation was greater at lower planting grounds then top and slope ground of big mounding. The planting grounds of favorable growth for landscape trees were determined as following order : the slope ground and the top ground of big mounding>the ground of medium mounding>the coved ground of improve soil>the lower ground of big mounding>the filled ground of improve soil.

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강우에 의한 붕괴 절개면 특성 고찰 및 위험도 작성을 위한 기초연구 (Basis Research for hazard map and Characteristic inquiry of Slope Failure by Rainfall)

  • 유기정;구호본;백용;이종현
    • 한국지반공학회:학술대회논문집
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    • 한국지반공학회 2003년도 봄 학술발표회 논문집
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    • pp.509-512
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    • 2003
  • Our country is serious difference of precipitation seasonally and about 66% of yearly mean rainfall is happening in concentration rainfall form between September on June. It requires consideration because of a lot of natural disasters by this downpour are produced. Slope failure is happened by artificial factor of creation of slope according to the land development, fill slope etc. and natural factor of rainfall, topography, nature of soil, soil quality, rock floor. Usually, Direct factor of failure slope is downpour. In this study, the Slope about among 55 places happened failure by downpour investigated occurrence position, geological etc and executed and inquire into character of rainfall connected with failure slope. Among character of rainfall, executed analysis about Max. hourly rainfall and cumulative rainfall of place that failure slope is situated and grasped the geological character of failure slope. Through this, inquire to character of failure slope by rainfall and take advantage of basis study for Hazard map creation.

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암반사면의 붕괴특성에 관한 연구(중앙고속도로를 중심으로) (A Study on the Failure Characteristics for the Rock Slopes (Centering Around Jungang Highway))

  • 김종렬;이진수;황평주;이용희
    • 한국지반공학회:학술대회논문집
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    • 한국지반공학회 2005년도 춘계 학술발표회 논문집
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    • pp.765-776
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    • 2005
  • As a result of industrial advancement and land development, a number of highway slopes have been gradually formed and numerous problems related to their stability have been frequently caused. Generally, major factors for rock slope stability are lithology, slope inclination, slope height, degree of weathering, precipitation, condition of groundwater and so onl. Many complex factors are mostly involved in the collapse of rock slopes. In this study, a database for 94 collapsed Jungang highway slopes were set up using GIS program through literature search, site investigation, geological map and Korea tectonic province map. The analyses for the collapsed factor including sort of rock(by origin), tectonic province, highway direction, slope gradient and direction, degree of weathering, slope height were carried.

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연안복합지형에서 바람폭풍의 진화 (Evolution of Wind Storm over Coastal Complex Terrain)

  • 최효;서장원;남재철
    • 한국환경과학회지
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    • 제11권9호
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    • pp.865-880
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    • 2002
  • As prevailing synoptic scale westerly wind blowing over high steep Mt. Taegulyang in the west of Kangnung coastal city toward the Sea of Japan became downslope wind and easterly upslope wind combined with both valley wind and sea breeze(valley-sea breeze) also blew from the sea toward the top of the mountain, two different kinds of wind regimes confronted each other in the mid of eastern slope of the mountain and further downward motion of downlsope wind along the eastern slope of the mountain should be prohibited by the upslope wind. Then, the upslope wind away from the eastern slope of the mountain went up to 1700m height over the ground, becoming an easterly return flow in the upper level of the sea. Two kinds of circulations were detected with a small one in the coastal sea and a large one from the coast toward the open sea. Convective boundary layer was developed with a thickness of about 1km over the ground in the upwind side of the mountain in the west, while a thickness of thermal internal boundary layer(TIBL) form the coast along the eastern slope of the mountain was only confined to less than 200m. After sunset, under no prohibition of upslope wind, westerly downslope wind blew from the top of the mountain toward the coastal basin and the downslope wind should be intensified by both mountain wind and land breeze(mountain-land breeze) induced by nighttime radiative cooling of the ground surfaces, resulting in the formation of downslope wind storm. The wind storm caused the development of internal gravity waves with hydraulic jump motion bounding up toward the upper level of the sea in the coastal plain and relatively moderate wind on the sea.

GIS를 이용한 경지정리 모형화 기술 개발 (Development of Modeling Technique for Land Rearrangement Using GIS)

  • 조성인;기노훈;정창주;김주인;정병호
    • Journal of Biosystems Engineering
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    • 제20권2호
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    • pp.173-179
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    • 1995
  • A modeling technique of land rearrangement was proposed using Geographical Information System(GIS) based on PC ARC/INFO. Three regions with different slopes were chosen. At first, slope angle and direction were calculated, and lands were rearranged using various parameters. The required parameters are obtained from PC ARC/INFO and the design factors for land rearrangement. The shape of land before rearrangement could be compared with the shape of land after rearrangement. Besides the shape comparison, drain site could be determined and the information for cost of land rearrangement could be obtained. The system was integrated on a menu driven style with SML files and subprograms. GIS was proved to be useful for land rearrangement design.

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로지스틱 회귀모형을 이용한 우리나라 산지면적의 공간변화 예측에 관한 연구 (Change Prediction of Future Forestland Area by Transition of Land Use Types in South Korea)

  • 곽두안;박소희
    • 한국지리정보학회지
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    • 제24권4호
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    • pp.99-112
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    • 2021
  • 본 연구는 기존 연구에서 수행된 전국 단위의 정량적 산지면적 변화량을 공간적으로 배분하여 광역시도별 산지면적 변화를 추정함으로써 지역산림계획의 수립을 지원하기 위해 수행되었다. 토지를 산지, 농지, 도시 및 기타지로 구분하고 토지이용 형태별 변화 여부를 종속변수로, 지형요소, 이용 제한요소, 사회·경제적 요소, 개발 인프라를 독립변수로 하는 로지스틱 회귀모형을 개발하였다. 우리나라 전체를 30m×30m 격자로 분할하여 각 Cell에 해당하는 독립변수 자료를 구축하였고, 로지스틱 회귀모형을 이용하여 각 토지이용 형태가 타 유형으로 변화하는 확률을 추정하였다. 추정된 토지이용 변화확률을 기반으로 변화순위 지도를 구축하였고, 연도별 토지이용 변화량을 변화순위에 따라 순차적으로 배분함으로써 토지이용 변화의 공간적인 변화를 분석할 수 있었다. 경사도와 지자체별 개발 가능한 경사도 기준이 산지가 도시 및 기타지로 변화될 확률에 가장 큰 영향을 미쳤으며, 경사도와 개발 가능한 경사도 기준이 낮을수록, 토지가격과 인구밀도가 높을수록 산지가 도시 및 기타지로 변화될 확률이 높아졌다. 그 결과 2027년까지 수도권과 대도시의 산지가 도시 및 기타지로 변화하여 산지면적이 크게 감소하였다. 그러나 2028년 이후 2050년까지 서울, 경기, 제주를 제외한 대부분의 지역에서 산지면적이 빠르게 증가하는 것으로 예측되었는데, 이는 지방 소도시의 급격한 인구감소에 기인하는 것으로 분석되었다. 이에 중앙정부에서는 변화하는 산지면적에 대응하기 위해 산지관리 정책의 전환이 필요하고, 지자체 단위에서는 인구의 감소 정책과 그에 따른 산지를 포함한 토지의 효율적 보전 및 이용체계를 수립하는 것이 필요할 것으로 사료된다.

Improved Method of Suitability Classification for Sesame (Sesamum indicum L.) Cultivation in Paddy Field Soils

  • Chun, Hyen Chung;Jung, Ki Yuol;Choi, Young Dae;Lee, Sanghun
    • 한국토양비료학회지
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    • 제50권6호
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    • pp.520-529
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    • 2017
  • In Korea, the largest agricultural lands are paddy fields which have poor infiltration and drainage properties. Recently, Korean government pursuits cultivating upland crops in paddy fields to reduce overproduced rice in Korea. In order to succeed this policy, it is critical to set criteria suitability classification for upland crops cultivating in paddy field soils. The objective of this study was developing guideline of suitability classification for sesame cultivation in paddy field soils. Yields of sesame cultivated in paddy field soils and soil properties were investigated at 40 locations at nationwide scale. Soil properties such as topography, soil texture, soil moisture contents, slope, and drainage level were investigated. The guideline of suitability classification for sesame was determined by multi-regression method. As a result, sesame yields had the greatest correlation with topography, soil moisture content, and slope. Since sesame is sensitive to excessive soil moisture content, paddy fields with well drained, slope of 7-15% and mountain foot or hill were best suit for cultivating sesame. Sesame yields were greater with less soil moisture contents. Based on these results, area of best suitable paddy field land for sesame was 161,400 ha, suitable land was 62,600 ha, possible land was 331,600 ha, and low productive land was 1,075,500 ha. Compared to existing suitability classification, the new guideline of classification recommended smaller area of best or suitable areas to cultivate sesame. This result may suggest that sesame cultivation in paddy field can be very susceptible to soil moisture contents.

인공강우에 의한 모형토조사면의 붕괴메카니즘 결정 (I) (Determination of Failure Mechanism of Slope Calibration Chamber Tests Using Rainfall Simulation (I))

  • 정지수;정춘교;이종인;이승호
    • 한국지반공학회논문집
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    • 제27권2호
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    • pp.27-34
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    • 2011
  • 본 연구에서는 강우 시 지반정수 변화에 따른 사면붕괴 모델결정에 관한 기초연구로서 강우재현장치를 활용한 모형실험을 실시하여 불포화 상태의 사면에 침투하는 강우에 대하여 지속강우특성과 투수특성을 고려하여 간극수압, 토압, 함수비의 변화에 따른 사면 거동에 대해 분석하였다. 연구결과 강우(50mm/h)가 지속적으로 발생됨에 따라 화강 풍화토의 간극수압은 상부에서 먼저 상승하기 시작하며, 이어서 중간부와 하부에서 간극수압이 상승하기 시작하였다. 표준사의 간극수압은 역으로 하부에서 상부로 간극수압이 상승하는 것을 확인할 수 있었으며 이 같은 원인은 표준사 와 화강풍화토의 투수계수의 차이로 판단된다. 실험결과 지반조건 별로 다른 차이가 있으나 약 60~75% 정도 포화될 경우와 누적강우량 120mm이상 지속 시 사면붕괴의 발생 위험성이 있는 것을 알 수 있었다.

Simulation of Urban Expansion Causing Farmland Loss and Sprawl Phenomena with Cellular Automata Technology

  • Kim Dae Sik
    • 한국농공학회논문집
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    • 제46권7호
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    • pp.23-32
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    • 2004
  • A spatial simulation model for rural and urban sprawl phenomena was developed with GIS and cellular automata techniques. The model finds out built-up areas invading toward rural areas required for development of existing urban area. Probability of land use change for optimizing the development area was determined using a land suitability analysis method interfaced with GIS methods, based on several criteria in terms of geographic and accessibility factors such as slope of land and distance from city center. Weighting values of the criteria were quantified by an analytic hierarchy process method. For model applicability test, the parameters of criteria were calibrated based on the changes in time series land use data of the test city for 1986, 1996, and 2000, which were classified by remote sensing techniques. Simulated and observed areas in land use maps for city shape of 1996 showed good similarities with each other through a morphology verification method. The model enabled us to evaluate the spatial expansion phenomena of cities considering boundary conditions, and also to simulate land use planning for rural areas in urban fringe.

기계화를 전제로 한 산간경사지답경지정리방안에 관한 연구(II) (A Study on the Methodology of Land-Consolidation Sloping Paddies in land Vallry for the Farm-Mechanization (II))

  • 황은
    • 한국농공학회지
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    • 제24권4호
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    • pp.57-68
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    • 1982
  • The paddy fiels slope located in Kangweon province Hwyongsung gun Gonggeun myon Shinchonri was considerably steep and so it was impossible to economically consolidate the field up to date. But for the porpose of farm mechanization, the field (32. 27ha) was consolidated by the auther under the assitance of the Ministry of Agriculture and Fishery and,;the Administration of Kangweon province. This paddy field consolidation was caused by the treatise on "Land-consolidation methods for farm mechanization in the steep-sloped paddy field", of which the auther is the same. The constrution was carried out from September, 1981 to April, 1982. During the 4esign and construction, some Peculiarities were found and discussed. That is, in design, besides the common condititions for a design, some special conditions were considered and written below; (1) The ranges of field slope in this design were 1/100-1/30. (2) Long sides of the land readjustment blocks must be arranged abreast contour line, and so they make the amount of cutting and banking decreased so as to take the maximum advantage of the configuration of the field. (3) In design, the main principles of dividing blocks were written below; i) First of all, long side of a block should be drawn straight abreast a contour line. ii) Long side of a block should arrange abreast contour line and make its length 100-150m, if not, l)reak the side in order to make a bended rectangle. iii) Length of a short side should be determinded within differences of elevation (0.6 -1. 2m) between the two adjacent blocks toward the normal to a contour line. iv) Length of a short side should be above 15m and the ratio of long and short side should be slso kept 1: (4-6). v) A new field surface leveling was determinded from the elevation which produce the least amount of cuttingand banking within the range of 0.6-1. 2m diffe rences of elevation between the two adjacent blocks. vi) In the course of dividing blocks with the same width along the line which was normal to a contour line, all blocks connot keep their shape in a retangle because of steep slope of the field and so on, and so it was also necessory to make some non-retanglar and small blocks such as a trianglar or trapezoidal shape, which was impossible to use some of farm machinery. But because this non-rectanglar and small blocks were divided, larger and many rectanglar blocks can be divided and construction cost can also be lowered. According to the conditions discussed above, the paddy field consolidation project designed and constructed. And the results of this study were obtained as below; (1) Three-forth of total cost of this paddy field consolidation was not construction cost, and these cost consist of land grading (1/4), road and canal construction cost (1/4) and the other cost (1/4) such as surveying or materials and 56 on. (2) The steeper the land slope, the greater cost was assigned for road and canal construction, and than land grading. (3) Curtailment of the road and canal construction cost depended on simplificating their strutures. (4) In the case of the land slopes were low, the land grading cost was high by 1: 1.4 in comparison with the road and canal construction cost, and conversely when the slops were steep, the road and canal construction cost was high by 1 : 5 in compa- rison with the land grading cost. (5) The densities of irrigation canal, drainage canal and trunk and branch road were 150. Sm/ha, 60. im/ha and 17. 4m/ha respectively. The density of irrigation canal of the area was high by 2 times in comparison with the average one of Kangweon Province, and the others were nearly the same. (6) Most farmers (above 85%) knew the effects of paddy field consolidation. The effects are; 1) Improvement of irrigation 2) Improvement of farm management 3) Improvement of transportarion 4) farm mechanization and 5) grouping of the scattered land. And the more farm modernization was accomplished by these projects, the more farmers wanted to live in their land. (7) In spite of the very steep sloped paddy field, the diminution rate of the net farm land caused by consolidation was 7.7% which was nearly the same as the one of Chulweon plain of Kangweon province. Land grading cost was 971, OOOwon/ha which was rather cheap by 13.2% than the one of Ghulweon plain, and unit construction cost was 5, 341, OOOwon/ha (included soil addition) which was also nearly the same as the one of Chulweon plain and FNFIA (The federation of national farmland improvement association).

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