• 제목/요약/키워드: Soil Moisture Content

검색결과 941건 처리시간 0.029초

Effects of Controlled Drainage Systems on Soybean (Glycine max L.) Growth and Soil Characteristics in Paddy Fields

  • Lee, Sanghun;Jung, Ki-Yuol;Chun, Hyen Chung;Choi, Young Dae
    • 한국작물학회지
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    • 제62권2호
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    • pp.134-142
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    • 2017
  • Crop production in rice paddy fields is of great importance because of declining rice consumption and the low self-sufficiency ratio for field crops in Korea. A controlled drainage system (CDS) is recognized as an effective means to adjust water table (WT) levels as needed and control soil water content to improve the soil environment for optimum crop growth. The present study evaluated the effects of a CDS on soil characteristics, including soil water distribution and soybean development in paddy fields. The CDS was installed with two drain spacing (3 m and 6 m) at the experimental paddy field at the National Institute of Crop Science, Miryang, Korea. It was managed with two WT levels (0.3 m and 0.6 m) during the growing season. Soil water content, electrical conductivity and plant available nitrogen content in the soil were significantly greater in the 0.3 m WT management plots than in the 0.6 m plot and the control. At the vegetative stage, chlorophyll content was significantly lower with higher WT control because of excess soil moisture, but it recovered after the flowering stage. Soybean yield increased with WT management and the 0.6 m WT treatment produced the greatest grain yield, $3.38ton\;ha^{-1}$, which was 50% greater than that of the control. The CDS directly influenced outflow through the drains, which significantly delayed nutrient loss. The results of this study indicated that WT management by CDS can influence soil characteristics and it is an important practice for high yielding soybean production in paddy fields, which should be considered the crop growth stages for stable crop production.

강원도에 분포하는 화강토의 다짐특성 및 토질정수의 상관관계에 관한 연구 (A Study on Correlations between Compaction Properties and Soil Constants of Granite Soil in the Kangwon Province)

  • 유남재;박병수;홍영길
    • 산업기술연구
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    • 제18권
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    • pp.77-86
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    • 1998
  • This study is to provide the useful data for the design and construction of the geotechnical engineering works by collecting and analyzing the soil properties of granite soil in the Kangwon Province. Data base was obtained from 92 field sites in the Kangwon province divided into 15 areas based on administration district. Total numbers of data were 478. Correlations between soil constants, especially compaction properties, were obtained by performing statistical analysis. Analyzed results were as follows. 1. Most of granite soil consists of SM and GM based on United Soil Classification System. 2. Mean gravity of granite soil is 2.65 3. High correlations between optimum moisture content and the maximum dry density, plasticity index and liquid limit are obtained. 4. Analyzed results between other soil constants show relatively low correlation. However, they show consistent trends matchable to geotechnical engineering senses.

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경기도(京畿道) 광릉(光陵) 상수리나무 성숙림(成熟林)의 질소(窒素) 무기화(無機化)에 관(關)한 연구(硏究) (Nitrogen Mineralization and Nitrification in a Mature Quercus acutissima Stand in Kwangnung, Kyonggi Province)

  • 김춘식
    • 한국산림과학회지
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    • 제87권1호
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    • pp.20-26
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    • 1998
  • 경기도 광릉 중부임업시험장 내에 위치한 상수리나무임분의 무기 질소 동태를 구명하기 위하여 3개의 $20{\times}10m$의 조사구를 선정하고 각 조사구로부터 직경 5cm, 김이 15cm 토양을 비닐주머니매설 배양법을 이용하여 1995년 11월부터 96년 11월까지 1년 동안 조사하였다. 조사 기간 동안 질소 무기화량은 95.2mg/kg/yr, 질산화량은 65.4mg/kg/yr 이었으며, 질산화가 질소 무기화에 차지하는 비율은 69%였다. 질소 무기화나 질산화에 영향을 미치는 환경 인자 중 토양 온도나 토양 수분 조건은 이 임분의 질소 무기화나 질산화에 큰 영향을 미치지 않았다.

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Stabilized soil incorporating combinations of rice husk ash, pond ash and cement

  • Gupta, Deepak;Kumar, Arvind
    • Geomechanics and Engineering
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    • 제12권1호
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    • pp.85-109
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    • 2017
  • The paper presents the laboratory study of clayey soil stabilized with Pond ash (PA), Rice husk ash (RHA), cement and their combination used as stabilizers to develop and evaluate the performance of clayey soil. The effect of stabilizer types and dosage on fresh and mechanical properties is evaluated through compaction tests, unconfined compressive strength tests (UCS) and Split tensile strength tests (STS) performed on raw and stabilized soil. In addition SEM (scanning electron microscopy) and XRD (X-ray diffraction) tests were carried out on certain samples in order to study the surface morphological characteristics and hydraulic compounds, which were formed. Specimens were cured for 7, 14 and 28 days after which they were tested for unconfined compression tests and split tensile strength tests. The moisture and density curves indicate that addition of RHA and pond ash results in an increase in optimum moisture content (OMC) and decrease in maximum dry density (MDD). The replacement of clay with 40% PA, 10% RHA and 4% cement increased the strength (UCS and STS) of overall mix in comparison to the mixes where PA and RHA were used individually with cement. The improvement of 336% and 303% in UCS and STS respectively has been achieved with reference to clay only. Developed stabilized soil mixtures have shown satisfactory strength and can be used for low-cost construction to build road infrastructures.

Effects of Various Parameters on Biodegradation of Degradable Polymers in Soil

  • Shin, Pyong-Kyun;Jung, Eun-Joo
    • Journal of Microbiology and Biotechnology
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    • 제9권6호
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    • pp.784-788
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    • 1999
  • The effects of pH, moisture content, and the relative amount of a polymer sample on the biodegradation of degradable polymers in soil were studied using various polymer materials such as cellulose, poly-(butylene succinate-co-adipate) (SG) polycaprolactone (PCL), a blend of PCL and starch (PCL-starch), and a poly-lactic acid (PLA). As with other materials, the polymers degraded faster at a neutral pH than at either acidic or basic conditions. Moisture contents of 60 and 100% water holding capacity exhibited a similar biodegradability for various polymers, although the effects differed depending on the polymer. For synthetic polymers, biodegradation was faster at 60%, while the natural polymer (cellulose) degraded faster at 100%. Fungal hypae was observed at a 60% water holding capacity which may have affected the biodegradation of the polymers. A polymer amount of 0.25% to soil revealed the highest biodegradability among the ratios of 0.25, 0.5, and 1%. With a higher sample amount, the residual polymer could be recovered after the biodegradation test. It was confirmed that a test for general biodegradation condition can be applied to plastic biodegradation in soil.

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다양한 주파수 및 토양 조건에서 지뢰 탐지용 지표투과레이더 수신신호의 수치해석 (Numerical Analysis of the Ground Penetrating Radar's Return Signal for Mine Detection at Various Frequencies and Soil Conditions)

  • 홍진영;주정명;한승훈;오이석
    • 한국전자파학회논문지
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    • 제23권12호
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    • pp.1412-1415
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    • 2012
  • 본 논문에서는 주파수 및 토양의 수분 함유량 변화에 따라 지뢰 탐지용 지표투과레이더의 수신신호를 분석하였다. 한국 표준 토양인 식양토를 기준으로 토양의 유전율, 도전율 및 전자파 감쇄 손실을 계산하였고, FDTD를 이용하여 다양한 주파수에 따른 지표투과레이더의 지뢰 탐지 영상을 생성하였다. 레이더의 표적 신호 대 클러터 신호 비(SCR) 및 수신 전력을 분석하였으며, 주파수 가변 채널 방식이 다양한 토양 조건에서 지뢰 탐지용 지표 투과레이더에 적합함을 보였다.

석회 혼입 점토의 강도 특성 (Strength properties of lime-clay mixtures)

  • 여재호;권무남;구정민;김현기
    • Current Research on Agriculture and Life Sciences
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    • 제18권
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    • pp.61-69
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    • 2000
  • This study was conducted to investigate most effective the optimum lime content for lime-clay modification. To achieve the aim, characteristics of compaction and compressive strength were tested by adding of 0, 5, 10, 15 and 20% lime (Hydrated lime) of dry weight of the clay. Distilled water was added 10, 15, 20 and 25% of dry weight of lime-clay mixture. In this test, the compressive strength of the specimens was measured according to the following curing period : 7, 21, 28, 35 and 49 days. The results are as follows. (1) As lime additive increased, the optimum moisture content of lime-clay mixture was increased and the maximum dry density was decreased. (2) The soil mixture of 20% of the moisture content and 10% of lime additive was shown the maximum compressive strength. (3) As curing period longer, the compressive strength was increased but after 21 curing days, the increasing rate of compressive strength was low as compared with earlier its value. (4) In the range of 20% of the moisture content, compressive strength of mixture of 10% lime additive increased twice compared with that of mixture of 0% lime additive. (5) All of the lime-clay are possible to use for an sub-base material and 20% of moisture content of lime-clay mixture is possible to use for a base material.

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토양수분(土壤水分), 재배시기(栽培時期), 수확기(收穫期) 및 시비(施肥)가 무우의 질산염함량(含量)에 미치는 영향 (Effects of Soil Moisture, Seasons, Harvesting Period and Fertilizer Application on the Nitrate Content of Radish(Raphanus sativus L. var. niger(Mill.) S. Kerner))

  • 박권우
    • 한국환경농학회지
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    • 제1권1호
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    • pp.59-64
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    • 1982
  • 재배환경(栽培環境)(토양수분(土壤水分), 재배시기(栽培時期), 수확시기(收穫時期), 시비량(施肥量))이 무우의 $NO_3$-함량(含量)에 어떤 영향을 미치는 가를 조사(調査)코저 pot 및 온실내포장(溫室內圃場)을 이용(利用)한 실험(實驗)에서 다음과 같은 결과(結果)를 얻었다. 1) 건조상태(乾燥狀態)에서 자란 무우는 $NO_3$-함량(含量)이 높았고, 토양수분(土壤水分)이 충분(充分)한 곳에서 자란 무우는 그 함량(含量)이 낮았다. 2) 여름철에 재배한 무우는 $NO_3$-함량(含量)이 낮았고, 가을, 봄재배(栽培)로 갈수록 그 함량(含量)은 높았다. 3) $NO_3$-함량(含量)은 수확기(收穫期)가 진행(進行)됨에 따라 엽(葉)${\cdot}$엽병(葉柄) 그리고 근부(根部)에서 감소(減少)하는 경향을 보였다. 4) 질소질 비료의 증시(增施)는 $NO_3$-함량(含量)을 다소 증가시켰으나 그 증가폭(增加幅)은 시비량(施肥量) 증가(增加)에 비(比)해 아주 작았다. 5) $NO_3$-함량(含量)은 엽병(葉柄)에서 가장 높았는데 이는 뿌리에 비(比)해 2배에 해당했고 잎의 3배에 달했다. 6) Multiple regression 분석(分析)에 의하면 Mg, K, T/R ratio 그리고 일조량(日照量)과 온도(溫度)가 중요(重要)한 요인(要因)으로 $NO_3$-함량(含量)을 설명(說明)해 주었다. 7) 영양학적인 면에서, 무우 중의 $NO_3$-는 큰 의미가 없음을 검토하였다.

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Relationship of root biomass and soil respiration in a stand of deciduous broadleaved trees-a case study in a maple tree

  • Lee, Jae-Seok
    • Journal of Ecology and Environment
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    • 제42권4호
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    • pp.155-162
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    • 2018
  • Background: In ecosystem carbon cycle studies, distinguishing between $CO_2$ emitted by roots and by microbes remains very difficult because it is mixed before being released into the atmosphere. Currently, no method for quantifying root and microbial respiration is effective. Therefore, this study investigated the relationship between soil respiration and underground root biomass at varying distances from the tree and tested possibilities for measuring root and microbial respiration. Methods: Soil respiration was measured by the closed chamber method, in which acrylic collars were placed at regular intervals from the tree base. Measurements were made irregularly during one season, including high temperatures in summer and low temperatures in autumn; the soil's temperature and moisture content were also collected. After measurements, roots of each plot were collected, and their dry matter biomass measured to analyze relationships between root biomass and soil respiration. Results: Apart from root biomass, which affects soil's temperature and moisture, no other factors affecting soil respiration showed significant differences between measuring points. At each point, soil respiration showed clear seasonal variations and high exponential correlation with increasing soil temperatures. The root biomass decreased exponentially with increasing distance from the tree. The rate of soil respiration was also highly correlated exponentially with root biomass. Based on these results, the average rate of root respiration in the soil was estimated to be 34.4% (26.6~43.1%). Conclusions: In this study, attempts were made to differentiate the root respiration rate by analyzing the distribution of root biomass and resulting changes in soil respiration. As distance from the tree increased, root biomass and soil respiration values were shown to strongly decrease exponentially. Root biomass increased logarithmically with increases in soil respiration. In addition, soil respiration and underground root biomass were logarithmically related; the calculated root-breathing rate was around 44%. This study method is applicable for determining root and microbial respiration in forest ecosystem carbon cycle research. However, more data should be collected on the distribution of root biomass and the correlated soil respiration.

보강혼합토의 압축 크리프 특성 (Compressive Creep Properties of Reinforced Soil Mixture)

  • 이상호;차현주;김철영
    • 한국농공학회지
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    • 제44권6호
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    • pp.115-123
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    • 2002
  • This study was performed to provide basic data for development and construction of reinforced soil wall that mixed with reinforcements such as calcium carbonate, monofilament fiber. In order to determine proper moisture content and mixing ratio by weight of reinforcement, Poisson's ratio and compressive strength tests for sandy soil had been conducted. Model tests for long-term behavior of reinforced soil wall were carried out to investigate the effect of reinforcement during loads and under static loads. The results of creep and model tests for sandy soil compared with clayey soil. Reinforced sandy soil mixed with calcium carbonate and cement showed brittle rupture by shear but that of mixed with monofilament fiber showed ductile rupture due to the tension force of fiber. It was shown that when age increased, creep strain of reinforced soil under sustained load approached constant values.