• 제목/요약/키워드: Soil-water characteristics

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Changes of Soil Physical Properties by Manured Sorghum Residues Incorporation

  • Jung, Ki-Yuol;Yun, Eul-Soo;Park, Chang-Young;Hwang, Jae-Bok;Choi, Young-Dae;Oh, In-Seok
    • 한국토양비료학회지
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    • 제46권5호
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    • pp.379-385
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    • 2013
  • Although sorghum residue production was estimated to be $8{\sim}10Mg\;ha^{-1}$, most sorghum straw was used to be burnt or removed after harvest. This experiment was conducted to evaluate the effect of the incorporation of manured sorghum residues on soil physical properties from 2010 to 2012 in the converted paddy field. Five treatment with 3 replication consisted of control, inorganic fertilizer (NPK), manured residues, sorghum stover and sawdust manure. The incorporation level of organic source was $10Mg\;ha^{-1}$ without inorganic fertilizer NPK. The investigated physical parameters were bulk density (BD), porosity, water stability aggregate (WSA), water infiltration rater (WIR), penetration resistance (PR) and soil water retention characteristics (WRC) with soil depth. The incorporation of manured sorghum residues improved WIR significantly over inorganic fertilizer (NPK), sorghum residues and sawdust manure. The BD by incorporating with manured residues on sorghum was reduced significantly with crop residue over plot of NPK and sawdust. Significant increase in WSA was observed with stubble incorporation alone or manured sorghum residues. Soil WRC were significantly enhanced with manured sorghum residue incorporated without NPK. The average PR at 0~15 cm was 0.54 MPa for manured sorghum residues. For sawdust manure plot it was 0.42 MPa, for Sawdust manure plot 0.39 MPa and for NPK plot 0.54 MPa.

선회다짐기를 이용한 흙의 다짐시 기술적 문제 분석 (Analysis of Technical Problem for Soil Compaction by Gyratory Compactor)

  • 이관호;장태영
    • 한국방재학회 논문집
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    • 제10권1호
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    • pp.43-48
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    • 2010
  • 현재 노상토의 특성평가를 위한 실내실험은 주로 충격다짐방법을 적용한 Proctor다짐(A다짐 또는 D다짐)이 이용되고 있다. 그러나, 현장의 경우 로울러를 이용한 압착형태의 다짐방법이 이용된다. 이러한 실내다짐방법과 현장다짐방법의 차이는 결국 실내실험으로부터 결정된 노상토의 물성치 적용시 상당한 오차를 포함함을 의미한다. 이러한 문제를 해결하기 위하여 선회다짐기를 이용한 흙의 다짐평가를 시행하였다. 선회다짐기는 교통하중에 의해 발생하는 아스팔트 혼합물의 현장 밀도를 실내에서 재현하기 위해 제작된 것으로 현장에서 얻어지는 골재입자의 배열과 유사하게 다진다는 장점이 있다. 하지만, 선회다짐기는 초기 아스팔트 시편 제작을 위해 설계되었기 때문에 흙의 다짐도 평가에는 몇 가지 문제점을 가지고 있다. 본 연구의 목적은 선회다짐기를 이용하여 흙의 다짐시험을 할 때 발생되는 문제점을 파악하고, 그 해결방안을 제시하는데 있다. 이를 위하여 다짐압력, 다짐횟수, 다짐속도에 따른 다짐 전 후의 함수비 및 무게 차이를 비교하고, 다짐 후 함수비변화가 일어나지 않는 최대함수비를찾고, 다짐곡선 작도에 미치는 영향을 알아보았다.

울릉도 담수의 수리지화학적 특성 및 미생물 군집 구조 (Hydrogeochemical Characteristics and Microbial Community Structures of Freshwater in Ulleung Island)

  • 김동훈;조병욱;이병대;이정윤;오용화
    • 한국지하수토양환경학회지:지하수토양환경
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    • 제29권3호
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    • pp.1-13
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    • 2024
  • This study investigated the hydrogeochemical and microbiological characteristics of freshwater on Ulleung Island, a volcanic island in the Ulleung Basin on the East Coast of Korea. The shallow groundwater (CSW, NRGW) and the surface water (SISW) samples are classified as Na-HCO3 type, reflecting an alkaline rock type and an oxidizing environment due to the influence of a highly permeable pyroclastic rock layer. In contrast, the deep groundwater sample (DMW) is classified as Ca-HCO3 type, suggesting the influence of deep-sourced carbon dioxide and reducing conditions. Microbial communities in the water samples are generally dominated by Proteobacteria, with the relative abundance of major genera varying depending on water quality and environmental conditions. Network analysis reveals the ecological characteristics of microbial communities adapted to specific environments. The presence of pathogenic genera in the shallow groundwater suggests potential groundwater contamination, necessitating appropriate management to ensure its use as drinking water or domestic water. The findings of this study provide valuable insights into the ecological characteristics of Ulleung Island's groundwater resources and can inform future groundwater management strategies.

Seismic performance of the immersed tunnel under offshore and onshore ground motions

  • Bowei Wang;Guquan Song;Rui Zhang;Baokui Chen
    • Earthquakes and Structures
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    • 제27권1호
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    • pp.41-55
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    • 2024
  • There are obvious differences between the characteristics of offshore ground motion and onshore ground motion in current studies, and factors such as water layer and site conditions have great influence on the characteristics of offshore ground motion. In addition, unlike seismic response analysis of offshore superstructures such as sea-crossing bridges, tunnels are affected by offshore soil constraints, so it is necessary to consider the dynamic interaction between structure and offshore soil layer. Therefore, a seismic response analysis model considering the seawater, soil layer and tunnel structure coupling is established. Firstly, the measured offshore and different soil layers onshore ground records are input respectively, and the difference of seismic response under different types of ground motions is analyzed. Then, the models of different site conditions were input into the measured onshore bedrock strong ground motion records to study the influence of seawater layer and silt soft soil layer on the seabed and tunnel structure. The results show that the overall seismic response between the seabed and the tunnel structure is more significant when the offshore ground motion is input. The seawater layer can suppression the vertical seismic response of seabed and tunnel structure, while the slit soft soil layer can amplify the horizontal seismic response. The results will help to promote seismic wave selection of marine structures and provide reference for improving the accuracy of seismic design of immersed tunnels.

Analysis of Mean Transition Time and Its Uncertainty between the Stable Modes of Water Balance Model

  • Lee, Jae-Soo
    • Korean Journal of Hydrosciences
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    • 제6권
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    • pp.39-49
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    • 1995
  • The surface hydrology of large land areas is susceptible to several preferred stable states with transitions between stable states induced by stochastic fluctuation. This comes about due to the close couping of land surface and atmospheric interaction. An interesting and important issue is the duration of residence in each mode. Mean transition times between the stable modes are analyzed for different model parameters or climatic types. In an example situation of this differential equation exhibits a bimodal probability distribution of soil moisture states. Uncertainty analysis regarding the model parameters is performed using a Monte-Carlo simulation method. The method developed in this research may reveal some important characteristics of soil moisture or precipitation over a large area, in particular, those relating to abrupt change in soil moisture or preciptation having extremely variable duration.

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불포화 자연토의 동전기 시스템에 따른 정화 특성 (The Remediation Characteristics of Natural Soil according to ElectroKinetic Remediation Systems under Unsaturated Conditions)

  • 김병일;김기년;한상재;김수삼
    • 한국지반공학회:학술대회논문집
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    • 한국지반공학회 2004년도 춘계학술발표회
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    • pp.873-881
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    • 2004
  • A serious of EK remediation tests on contaminated soil are performed under unsaturated conditions and analyzed for electrical potential, water content, pH and so on. The results indicated that electrical potential and pH distributions in the sample are dependent on the amount and inward/outward flow of hydrogen ion. Specially, for the closed system the water content is largely decreased with the flow of hydrogen. The maximum electrical conductivity is measured at the catholyte of CEM(Sealing) test and directly related to the remedial efficiency. Although pHs in the region near to the anode are similarly developed, the different concentration of lead is measured with the electrical gradient contrary to the lead concentration dependent on pH within the sample.

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토양종류에 따른 임펄스전압에 의한 이온화 현상 (Ionization Phenomena caused by Impulse Voltages in various soils)

  • 박건훈;김회구;김정철;김기복;이복희
    • 대한전기학회:학술대회논문집
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    • 대한전기학회 2008년도 제39회 하계학술대회
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    • pp.1301-1302
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    • 2008
  • The resistivity of soils around ground electrodes is changed considerably according to the factors such as soil types, water contents, grain size, temperature and pressure. In this study, ionization characteristics of different soil types containing the same amount of water content due to the impulse voltages are investigated. In order to analyze soil ionization phenomena, critical electric field intensity for ionization and pre-ionization and post-ionization resistances are measured and discussed.

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土炭흄酸의 性狀및 應用에 關한 硏究 흄酸(니트로흄酸鹽)의 應用 (第3報) (Studies on the Characteristics of Humic Acid and its Utilizations. (Ⅲ) Utilizations of Humic Acid (Nitrohumates))

  • 김원택
    • 대한화학회지
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    • 제13권1호
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    • pp.62-67
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    • 1969
  • The adaptabilities of various nitrohumates (-K, -Na and $-NH_4$ salt) as a soil conditioner and a raw material for soluble phosphatic fertilizer were studied. 1. Nitrohumates (especially $-NH_4$ salt) protect the soil from fissures and control the phosphoric acid adsorptive functions of soils considerably. 2. Most effective nitrohumic acids as a soil conditioner were prepared with 15% $HNO_3$ solution composed of five times of original humic acids (by weight) at $80^{\circ}C$ for 2 hrs under continuous stirring. 3. When 50% (by weight) of $NH_4$-nitrohumate were added to apatites in water and boiled for 2 hrs, maximum 26% of $P_2O_5$(apatite contains 37% of $P_2O_5$) were changed into water soluble forms.

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풍화잔적토의 불포화전단강도에 미치는 순연직응력의 영향 (Influence of net normal stresses on the shear strength of unsaturated residual soils)

  • 성상규;이인모
    • 한국지반공학회:학술대회논문집
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    • 한국지반공학회 2002년도 봄 학술발표회 논문집
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    • pp.139-146
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    • 2002
  • The characteristics and prediction model for the shear strength of unsaturated residual soils was studied. In order to investigate the influence of the net normal stress on the shear strength, unsaturated triaxial tests and SWCC tests were carried out varying the net normal stress, and the experimental data for unsaturated shear strength tests were compared with predicted shear strength envelopes using existing prediction models. It was shown that the soil - water characteristic curve and the shear strength of the unsaturated soil varied with the change of the net normal stress. Therefore, to achieve a truly descriptive shear strength envelope for unsaturated soils, tile effect of the normal stress on the contribution of matric suction to the shear strength has to be taken into consideration. In this paper, a modified prediction model for the unsaturated shear strength was proposed.

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토양 Bio-Filter를 이용한 질소산화물 제거특성 (Removal Characteristics of NOx Using a Soil-Biofilter)

  • 조기철;고병익;이내현;조일형
    • 한국환경과학회지
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    • 제15권2호
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    • pp.133-139
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    • 2006
  • Soil biofiltration is an environmentally-sound technology for elimination of VOCs, odorous and NOx compounds from a low concentration, high volume waste gas streams because of its simplicity and cost-effectiveness. This study was performed to evaluate effect of removal of gaseous NOx using a soil and a yellow soil. Over $60\%\;and\;48\%$ of NOx from a soil and a yellow soil was removed at the inlet NO concentrations of $423\~451$ppb, respectively. The bio-filter using a soil media was capable of purifying NOx with a different natural processes. Although some of the processes are quite complex, they can broadly be summarized as adsorption into soil pore water, and biochemical transformations by soil bacteria. When the filteration bio-reactor was applied to a soil and a yellow soil, effective NOx removal was obtained for several times and months. These results show that a soil biofilter can be of use as an alternative advanced NOx treatment system.