• 제목/요약/키워드: Soil condition

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배양토의 조성에 따른 자생 더부살이고사리의 생육과 생리에 미치는 영향 (Influence of Soil Mixture on the Growth and Physiological Characteristics of Polystichum lepidocaulon Native Fern)

  • 주진희;방광자
    • 한국환경복원기술학회지
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    • 제8권6호
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    • pp.13-20
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    • 2005
  • 본 연구는 자생지환경에서 배합토에 따른 더부살이고사리의 생육을 살펴봄으로써 적정한 생육환경을 구명함은 물론, 실내조경용 소재로 활용성을 높이기 위해 수행하였으며 그 결과는 다음과 같다. 1. 더부살이고사리는 비침상조건보다 침상조건에서 생육이 좋았으며 배합토에 있어서는 밭흙 : 마사토 : 부엽토처리구가 마사토 : 부엽토처리구나 부엽토 단용처리구보다 초장, 소엽장, 소엽폭, 엽병, 관상가치가 높았다. 2. 엽체생중과 엽건조중은 전반적으로 침상조건보다는 비침상조건에서 높았으며 침상조건에서의 엽생체중과 엽건조중은 밭흙 : 마사토 : 부엽토처리구가 다른 배합토에 비해 높았다. 3. 포자엽수는 비침상보다 침상조건에서는 증가하는 경향을 나타내었으며 마사토 : 부엽토처리구가 밭흙 : 마사토 : 부엽토처리구나 부엽토 단용처리구보다 많았다. 4. 생리활성의 경우 기공전도도, $CO_2$이용효율은 밭흙 : 마사토 : 부엽토처리구> 마사토 : 부엽토처리구> 부엽토 단용처리구 순으로 되었으나 광합성률, $CO_2$흡수율, 수분이용효율은 부엽토 단용이 다른 두가지 배합토보다 높았다.

토양수분지수를 이용한 유역단위 가뭄 평가 (Watershed Scale Drought Assessment using Soil Moisture Index)

  • 김옥경;최진용;장민원;유승환;남원호;이주헌;노재경
    • 한국농공학회논문집
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    • 제48권6호
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    • pp.3-13
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    • 2006
  • Although the drought impacts are comparably not catastrophic, the results from the drought are fatal in various social and economical aspects. Different from other natural hazards including floods, drought advances slowly and spreads widely, so that the preparedness is quite important and effective to mitigate the impacts from drought. Soil moisture depletion directly resulted from rainfall shortage is highly related with drought, especially for crops and vegetations, therefore a drought can be evaluated using soil moisture conditions. In this study, SMI (Soil Moisture Index) was developed to measure a drought condition using soil moisture model and frequency analysis for return periods. Runs theory was applied to quantify the soil moisture depletions for the drought condition in terms of severity, magnitude and duration. In 1994, 1995, 2000, and 2001, Korea had experienced several severe droughts, so the SMI developed was applied to evaluate applicability in the mid-range hydrologic unit watershed scale. From the results, SMI demonstrated the drought conditions with a quite sensitive manner and can be used as an indicator to measure a drought condition.

Root System Development of Rice in Different Soil Moisture Conditions in Uganda Field.

  • Hatanaka, Keisuke;Shin, Yabuta;Minoru, Yoshino;Miyamoto, Kisho;Jun-Ichi, Sakagami
    • 한국작물학회:학술대회논문집
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    • 한국작물학회 2019년도 추계학술대회
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    • pp.21-21
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    • 2019
  • Approximately 80% of rice field in Africa conducts in rainfed (Nishimaki 2017). The rice is damaged by water stress because fields like rainfed lowland repeat drying and humidity of soil because of impossible water control. Then water stress is one of the major limiting factors for decreasing rice yield. So, in initial growth stage, quick and efficient root development is useful way to avoid drought stress by getting water from deeper soil layer with roots elongation as the hypothesis. Daniel et al (2016) reported that NERICA1 and NERICA4 show different patterns of root plasticity for drought stress. NERICA1 has greater development of lateral root in shallow soil layer, while NERICA4 has greater development in deep root elongation to underground. This study was aimed to evaluate the effect of root development in initial growth stage on growing NERICA1 and NERICA4 under different soil moisture condition in rainfed lowland rice field. They were grown in same water condition until 35 days after sowing (35DAS), and after that each varieties were separated in dry and wet condition. The rice plants were grown until 60DAS. The results of soil moisture, the root extension angle, shoot dry weight and bleeding ratio showed that NERICA4 can mitigate dry stress from surface soil compered to NERICA1.

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Soil vibration induced by railway traffic around a pile under the inclined bedrock condition

  • Ding, Xuanming;Qu, Liming;Yang, Jinchuan;Wang, Chenglong
    • Geomechanics and Engineering
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    • 제24권2호
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    • pp.143-156
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    • 2021
  • Rail transit lines usually pass through many complicated topographies in mountain areas. The influence of inclined bedrock on the train-induced soil vibration response was investigated. Model tests were conducted to comparatively analyze the vibration attenuation under inclined bedrock and horizontal bedrock conditions. A three-dimension numerical model was built to make parameter analysis. The results show that under the horizontal bedrock condition, the peak velocity in different directions was almost the same, while it obviously changed under the inclined bedrock condition. Further, the peak velocity under inclined bedrock condition had a larger value. The peak velocity first increased and then decreased with depth, and the trend of the curve of vibration attenuation with depth presented as a quadratic parabola. The terrain conditions had a significant influence on the vibration responses, and the inclined soil surface mainly affected the shallow soil. The influence of the dip angle of bedrock on the peak velocity and vibration attenuation was related to the directions of the ground surface. As the soil thickness increased, the peak velocity decreased, and as it reached 173% of the embedded pile length, the influence of the inclined bedrock could be neglected.

산사태지역 자연사면의 지질별 토질특성 및 상관관계 분석 (Analysis of Soil Characteristics and its Relationship According to the Geological Condition in Natural Slopes of the Landslide Area)

  • 김경수
    • 지질공학
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    • 제17권2호
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    • pp.205-215
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    • 2007
  • 이 연구는 산사태가 발생한 자연사면의 토층을 대상으로 여러 토질시험을 실시하여 산사태에 영향을 미치는 토질특성을 고찰하고, 산사태와의 관련성 및 각 물성간의 상관관계를 분석하였다. 연구지역은 지질조건이 다른 3개지역으로서 같은 시기에 집중호우로 인해 산사태들이 집중적으로 발생된 경기 장흥 편마암류지역, 경북 상주 화강암류지역 및 경북 포항 제3기퇴적암류지역이다. 지질별로 다소의 차이는 있으나 산사태발생지역의 토충은 미발생지역에 비해 세립자의 함유 비율이 더 높고 대체로 큰 간극율과 작은 밀도특성을 갖는다. 그리고 동일한 지질조건인 경우 투수성이 양호한 토층이 산사태에 더 취약한데, 투수성은 입도분포, 간극크기, 흙입자의 거칠기 및 구조 등의 토질특성과 풍화나 퇴적환경 등 지질성인에 영향을 받는다. 모든 지질조건에서 전단저항각이 큰 토층은 작은 토층에 비해 산사태에 더 안정한 지반으로 분류된다. 투수계수에 영향을 미치는 토질인자는 유효경, 균등계수, 곡률계수, 간극율 및 밀도 등이고 이들은 서로 상관관계에 있는 물성이다. 이러한 상관성은 3개지역 모두에서 유사한 경향성을 보였다. 한편, 간극비와 간극율이 크면 투수계수도 따라서 커지는 상호 비례적 관계를 갖는다.

사상공단 주변 식생의 생태적 특성 분석 (Analysis of the Ecological Characteristics of Vegetation in the Area Adjacent to Sasang Industrial Complex in Pusan Metropolitan City)

  • 박승범;김석규;남정칠;김승환;강영조;이기철
    • 한국조경학회지
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    • 제30권1호
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    • pp.75-86
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    • 2002
  • This study was conducted to analyze the change of soil characteristics effect on the condition of urban forest in Sasang parti located near Sasang Industrial Complex. The results of this study are as follows; 1. Soil hardness is increasing from the area of forest, to the entrance, to facilities in that order. Soil acidity pH4.19∼4.23 in Sasang park indicated a high acidity condition. High levers of K, Na, Mg, Ca are shown in the areas composed of high soil hardness. 2. Pinus thunbergii in the overstory tree layer, Alnus japonica in the understory tree layer, and Rhus sylvestris in the shurb layer are shown respectively as dominant species based on the ground survey and the compution of important value. Pinus thunbergii is decreasing, while Alnus japonica and increasing. 3. Oplismenus undulatifolius which has a strong tolerance for air pollution, is shown as a dominant species of herbaceous plants in Sasang park. There are 10 species of Harbaceous in Sasang park compared to 20 species in Molundae park. This shows that deversity in herbaceous plants are imported by air pollution. 4. Species diversity indices of Sasang park is 0.8738∼0.9700 compared to 1.0817∼ 1.233 in Molundae park is due to the good condition of soil environment in addition to air pollution effects. 5. The vitality of Pinus thunbergii is 16.41∼20.42ER in Sasang park, and 12.42∼ 16.81ER, in Molundae park. This shows that tree vitality are impacted by soil characteristics. The regression analysis between tree vitality and soil environment shows the effects of is soil hardness, soil moisture, soil acidity, K, Na, Mg, Ca.

나선형 강관파일의 날개 유효면적 산정을 위한 지지력 실험 (Experiment on the Effective Helix Area to Determine the Bearing Capacity of Helical Steel Piles)

  • 이민주;김경민;임홍철;서근배
    • 한국건축시공학회:학술대회논문집
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    • 한국건축시공학회 2010년도 춘계 학술논문 발표대회 1부
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    • pp.25-27
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    • 2010
  • Helical steel piles are being widely used in foundation for the buildings in urban areas because of their high compressive and tensile capacities. Helical steel piles have many advantages; ease installation, a vibration-free and low level of noise process, and so on. However, the most researches are about the capacity of helical steel piles under uplift condition. Therefore, this paper focuses on the capacity under compressive loading according to the soil condition. The bearing capacity of helical steel piles varies with the diameter of the helix and shaft and the bearing area of helical steel piles is not always identical with the sum of helix and shaft area due to the difference of each bearing mechanism. Therefore, the experiment with the parameters of the ratio of helix and shaft diameter and soil condition will be carried out to survey the effective helix area under a given soil condition for the bearing capacity of helical steel piles.

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Release Pattern of Urea from Metal-urea-clay Hybrid with Montmorillonite and Its Impact on Soil Property

  • Kim, Kwang-Seop;Choi, Choong-Lyeal;Lee, Dong-Hoon;Seo, Young-Jin;Park, Man
    • 한국토양비료학회지
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    • 제44권4호
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    • pp.545-550
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    • 2011
  • Urea intercalated into montmorillonite (MT) exhibits remarkably enhanced N use efficiency, maintaining its fast effectiveness. This study dealt with the release property of urea from metal-urea-clay hybrid with MT (MUCH) under continuous-flow conditions and the cumulative impacts of its successive application on physicochemical properties of soils. Releases of urea were completed within 4 hrs under continuous-flow condition regardless of the types and the leaching solutions. However, urea release property was significantly affected by both the form of fertilizer and the presence of electrolytes in solution. The fast release property of urea from MUCH in continuous-flow condition was not significantly affected by soil properties such as soil pH and soil texture. In addition, its successive application did not lead to any noticeable change in soil physicochemical properties, water stable aggregate rate, water holding capacity and cation exchange capacity in both sandy loam and clay loam soils. Therefore, this study strongly supported that urea intercalated into MT could be applied as fast-effective N fertilizer, in particular for additional N supply.

원심모형실험을 통한 준설토의 퇴적 특성 (Sedimentation Characteristics of Dredged Soil by Geo-Centrifuge)

  • 안광국;이규환;허열;강홍식
    • 한국지반환경공학회 논문집
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    • 제15권3호
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    • pp.49-55
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    • 2014
  • 준설매립지반은 다양한 현장조건과 준설토의 침강-퇴적-자중압밀 과정에서 형성되기 때문에 현장조건 및 준설토의 특성에 따라 준설매립지반의 거동이 좌우된다. 준설매립지반은 준설토의 특성에 따라 서로 다른 분리퇴적층이 조성되기 때문에 다양한 현장조건과 준설토의 침강-퇴적-자중압밀특성을 고려할 수 있는 실험방법이 필요하다. 이에 본 연구에서는 현장조건인 펌프의 투기속도와 준설토의 특성에 따른 준설토의 침강-퇴적 양상을 확인하기 위하여 원심모형실험과 Laser Particle Size Analyzer를 수행하였다. 그 결과 모래 준설토 및 조립질과 세립질 흙이 혼합된 준설토는 입자에 따라 분리 퇴적되는 양상으로 나타났으며, 점성 준설토는 매립공간의 바닥면과 평행하게 퇴적되는 양상으로 나타났다.