• 제목/요약/키워드: Site Conditions

검색결과 2,617건 처리시간 0.031초

시추공 정보의 클러스터링 기법을 이용한 지반분석시스템의 개발 (Development of a Subsurface Exploration Analysis System Using a Clustering Technique on Bore-Hole Information)

  • 이규병;김유성;조우석;김영진
    • Spatial Information Research
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    • 제8권2호
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    • pp.301-315
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    • 2000
  • 지반조사 자료는 구조물을 시공하거나 설계하기 위해 필요한 기본자료이며 지층의 구성, 토질의 종류 등 기반을 구별하는 정보를 포함한다. 매년 대량으로 발생하는 지반조사 자료들은 현장의 특성을 정확하게 반영하기 때문에 지반조사 자료를 이용하여 지반을 분석한다면, 기존의 지질도나 토양도보다 뛰어난 결과를 얻을 수 있다. 따라서 비균질하고 비정형화된 지반의 특성을 고려하여 서로구별하는 특징을 추출하고, 현장의 특성을 정확하게 반영하는 지반분석 시스템이 필요하다. 본 논문은 지반조사 정보 시스템이 관리하고 있는 시추공의 지층구성 정보와 위치 근접성을 바탕으로 시추공을 클러스터링하여 지반의 구성을 분석하는 지반분석시스템의 설계 및 구현에 대해 전반적으로 기술하였다. 개발된 지반분석시스템은 지반조사 데이터베이스의 시추공 정보를 이용하여 지반이 가지고 있는 특성 정보를 추출하고, 이를 이용하여 유사한 특성 및 위치 근접성을 갖는 시추공의 집합으로 클로스터링하여 사용자에게 정확한 지반구성 정보를 제공하는 시스템이다. 또한, 수치지도의 사용으로 지리적 위치와 지역·지형에 대한 지반구조의 특성조사를 가능하게 하며, 지반조사를 필요로 하는 지역에 대한 지반의 유추가 가능하여 경제적 효과를 볼 수 있다. 따라서, 지반조사 데이터로부터 다양한 종류의 정보를 얻을 수 있으며 지질도나 토양도보다 정확한 지반특성을 제공할 수 있다.

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농가의 미곡저장실태 (Investigation "On the Paddy Storage at the Farm Level")

  • 김용환;서상용;김성태;나우정;민영봉
    • Journal of Biosystems Engineering
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    • 제5권1호
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    • pp.33-42
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    • 1980
  • This study was carried out to investigate the actual environmental paddy storage conditions in conventional Korean farm warehouses. The paddy storage conditions by the locations and sizes of warehouses were figured out. The effectiveness of the small insulated box for storing paddy was also examined. Observations were made at sixteen different warehouses located in Moonsan-Myeon, Jinyandg-gun, Gyungnam Province from July lst to September 28 th, the period which was considered to be the worst for storing grains. The results are as follows ; 1. the average temperatures of rough rice and air inside the warehouse were 0.9 and 0.7$^\circ$ higher than the outside air temperature. 2. The average relative humidity in warehouses was 1.5percent higher than that of the atomosphere. This fact resulted in the increased moisture content of grains. Therefore, the ventilation for equalizing the relative humidity of inside and outside of warehouses was required. 3. The dry matter of stored rough rice was decreased by 1.1 percent in average druing the observation period. In order to reduce the dry matter loss, application of new grain storing method ;hermetic storage or filling inert gas storage, was highly recommended. 4. Environmental conditions for storing rough rice in a warehouse located in a sloping site are, in general , better than those of a warehouse located in a flat site. But as far as the dry matter of rough rice was concerned, above situation is not always satisfactory. Because it is fairly frequent to observe the higher rate of moisture absorption by grains stored in a warehouse located in a sloping site. 5. Environmental conditions for storing rough rice in a large-scale warehouse were better than those in a small size warehouse. Therefore, it is advisible for farmers to store their grins in the large-scale warehouses commonly used by villagers. 6. It was undesirable to store rough in a insulated box.

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Absorption properties and size distribution of aerosol particles during the fall season at an urban site of Gwangju, Korea

  • Park, Seungshik;Yu, Geun-Hye
    • Environmental Engineering Research
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    • 제24권1호
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    • pp.159-172
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    • 2019
  • To investigate the influence of pollution events on the chemical composition and formation processes of aerosol particles, 24-h integrated size-segregated particulate matter (PM) was collected during the fall season at an urban site of Gwangju, Korea and was used to determine the concentrations of mass, water-soluble organic carbon (WSOC) and ionic species. Furthermore, black carbon (BC) concentrations were observed with an aethalometer. The entire sampling period was classified into four periods, i.e., typical, pollution event I, pollution event II, and an Asian dust event. Stable meteorological conditions (e.g., low wind speed, high surface pressure, and high relative humidity) observed during the two pollution events led to accumulation of aerosol particles and increased formation of secondary organic and inorganic aerosol species, thus causing $PM_{2.5}$ increase. Furthermore, these stable conditions resulted in the predominant condensation or droplet mode size distributions of PM, WSOC, $NO_3{^-}$, and $SO{_4}^{2-}$. However, difference in the accumulation mode size distributions of secondary water-soluble species between pollution events I and II could be attributed to the difference in transport pathways of air masses from high-pollution regions and the formation processes for the secondary chemical species. The average absorption ${\AA}ngstr{\ddot{o}}m$ exponent ($AAE_{370-950}$) for 370-950 nm wavelengths > 1.0 indicates that the BC particles from traffic emissions were likely mixed with light absorbing brown carbon (BrC) from biomass burning (BB) emissions. It was found that light absorption by BrC in the near UV range was affected by both secondary organic aerosol and BB emissions. Overall, the pollution events observed during fall at the study site can be due to the synergy of unfavorable meteorological conditions, enhanced secondary formation, local emissions, and long-range transportation of air masses from upwind polluted areas.

적지적수(適地適樹) 판정(判定)을 위한 Neural Network 기법(技法)의 응용(應用) (Neural Network Applications to Determining Suitable Tree Species for Site-Specific Conditions)

  • 김형호;정주상
    • 한국산림과학회지
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    • 제90권4호
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    • pp.437-444
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    • 2001
  • 이 연구는 인공신경망기법을 적용하여 적지적수를 판정할 수 있는 산림환경입지인자를 도출하고, 그들 인자 상호간의 관계를 분석하여 적지적수 판정방법을 제시하고자 수행되었다. 적지적수 선정을 위한 대상수종으로 5개의 주요 침엽수종(P. densiflora for. erecta, L. leptolepis, P. koraiensis, P. densiflora, P. thunbergil)을 선정하였다. 먼저 총 1,320개소의 표준지를 대상으로 각 수종별 지위지수가 높은 순으로 40개씩 추출하여 총 200개의 표준지를 선발하였다. 각각의 자료는 해당 표준지에 대한 13개 인자의 산림입지환경 정보를 보유하고 있다. 연구결과 인공신경망기법은 패턴분류에 의한 산림입지환경 조사 자료들의 전산정보처리에 매우 효과적인 것을 알 수 있었다. 이 기법을 적지적수 판정에 필요한 패턴의 유무 분석에 응용함으로써 적지적수 판정에 거의 영향을 미칠 수 없는 패턴을 소유하고 있거나, 불규칙한 양상의 패턴으로 인해 패턴분류 과정 자체를 교란할 수 있는 자료들을 선별하여 제거할 수 있었다. 그 외에 인공신경망기법은 입지인자 구성에 따라 적지적수 판정 적합도가 77.6%에서 91.8%까지 높게 나타남으로써 산림입지환경조사 자료를 토대로 하는 적지적수 판정에 매우 높은 잠재력을 보여주었다.

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아스팔트포장 유지보수 적정공사비 산정방안 연구 (A Study on the Estimation of Proper Construction Cost for Road Pavement Maintenance Work)

  • 오재훈;송태석;안방율
    • 한국건설관리학회논문집
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    • 제21권6호
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    • pp.16-26
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    • 2020
  • 도로포장 유지보수 공사는 다양한 현장 여건에 의해 작업량이 다양하게 발생되고 있으나, 공사비 예정가격 작성시 세분화된 기준이 없어 적정공사비가 산정되기 어렵다. 도로포장 유지보수는 신설포장과 달리 차량들이 운행하고 있는 상황에서 시공을 할 수 밖에 없어, 도심지, 작업제한시간, 야간, 시공면적 등에 따라 생산성에 많은 차이를 보이고 있다. 이를 보정하기 위해 공사비산정기준 등에서는 차로수, 주택가, 작업가능시간, 야간작업 등의 할증을 제시하고 있으나, 공사관계자들에 따라 상이하게 적용이 되고 있는 실정이다. 본 연구에서는 도로포장 유지보수 주요 작업공종에 대하여 현장의 여건을 제대로 반영 할 수 있는 공사비산정 기준을 마련하고 적용할 수 있는 방안을 조사하였다. 주로 많이 시공되고 있는 '절삭 후 아스팔트 덧씌우기', '표층복구', '포장복구', '도로복구'를 대상으로 현장을 조사·분석 하였으며, 현장조사 결과를 바탕으로 기본적인 번화가, 주택가 등 할증을 포함하여 작업시간과 시공개소 및 면적에 따라 시공량을 구분하여 적용할 수 있는 기준을 제시하였다. 작업시간은 이동과 준비시간을 제외한 순수작업시간을 3개 type(7시간, 5시간, 3시간)으로 구분하여, 각 type에 따라 시공개소의 면적을 5가지로 구분할 수 있는 계수를 마련하였으며, 공사비를 비교·분석 하였다. 이에 따라 시공목적, 현장여건에 따른 공사비산정기준 설계방법을 제시하여 설계자가 현장여건을 고려하여 적정한 공사비를 산정할 수 있는 방안이 마련된 것으로 판단된다.

Soil-structure interaction vs Site effect for seismic design of tall buildings on soft soil

  • Fatahi, Behzad;Tabatabaiefar, S. Hamid Reza;Samali, Bijan
    • Geomechanics and Engineering
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    • 제6권3호
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    • pp.293-320
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    • 2014
  • In this study, in order to evaluate adequacy of considering local site effect, excluding soil-structure interaction (SSI) effects in inelastic dynamic analysis and design of mid-rise moment resisting building frames, three structural models including 5, 10, and 15 storey buildings are simulated in conjunction with two soil types with the shear wave velocities less than 600 m/s, representing soil classes $D_e$ and $E_e$ according to the classification of AS1170.4-2007 (Earthquake actions in Australia) having 30 m bedrock depth. Structural sections of the selected frames were designed according to AS3600:2009 (Australian Standard for Concrete Structures) after undertaking inelastic dynamic analysis under the influence of four different earthquake ground motions. Then the above mentioned frames were analysed under three different boundary conditions: (i) fixed base under direct influence of earthquake records; (ii) fixed base considering local site effect modifying the earthquake record only; and (iii) flexible-base (considering full soil-structure interaction). The results of the analyses in terms of base shears and structural drifts for the above mentioned boundary conditions are compared and discussed. It is concluded that the conventional inelastic design procedure by only including the local site effect excluding SSI cannot adequately guarantee the structural safety for mid-rise moment resisting buildings higher than 5 storeys resting on soft soil deposits.

Selection of Tree History Management System Items for Analyzing the Causes of Landscape Tree Defects in an Apartment Complex

  • Park, Sang Wook
    • 인간식물환경학회지
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    • 제23권3호
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    • pp.347-362
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    • 2020
  • Background and objective: It is difficult to conclusively determine the exact cause of tree defects since multiple causes are involved such as climate change, plantation, tree quality and planting time, construction, planting base, drainage, sunshine conditions, maintenance, and microclimate. The data related to landscaping construction defects are scattered or fragmented by companies and years, but not managed systematically by the defect information management system. Most of the earlier studies associated with tree defects in apartment complexes suggested defect rates after examining tree defects in the completed construction site and proposed fragmentary and subjective conclusions about the causes of defects observed in trees with high defect rates. It is proposed to continue to conduct studies on the establishment and analysis of systematic databases to identify the exact causes of tree defects and measures to improve, and the need to accumulate systematic data in the construction process where many defects arises. This study was conducted to reduce the defects of trees planted in apartment complexes. Methods: Main factors related to tree defects were subdivided based on the results of literature review and a defect investigation at the completion site, and tree history management items were selected and subdivided during the construction stage. Results: The criteria for the preparation of subdivided items were obtained, and the tree history management checklist was written for the site under actual construction and a systematic database was established. Items that are categorized based to the causes of defects include the location of nurseries, date, tree quality, site conditions, planting techniques, microclimates, and maintenance. Conclusion: This study suggested tree history management items based on the tree defects that can be identified at the construction stage and applied them to the selected study site, which differentiates this study from earlier studies. It will be necessary to conduct a comprehensive and objective time series analysis on tree defects that occur over time by continuously monitoring and collecting data after construction.

Reduction Kinetics of Hexavalent Chromium during Biosorption onto the Protonated Ecklonia Biomass

  • 박동희;윤영상;박정진;김상민;박종문
    • 한국생물공학회:학술대회논문집
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    • 한국생물공학회 2000년도 춘계학술발표대회
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    • pp.113-116
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    • 2000
  • Hexavalent chromium was removed by means of biosorption onto the protonated brown seaweed biomass. During the biosorption Cr(VI) was reduced to Cr(III), which resulted in accumulation of Cr(III) in the solution. The Cr(VI) reduction rate increased with increases of initial Cr(VI) and biosorbent concentrations and decrease of solution pH. Based upon the experimental results at various conditions, we suggested the mechanism for the chromium removal as following serial reactions: (1) sorption of anionic Cr(VI) onto the positively charged site of biomass, (2) reduction of Cr(VI) to Cr(III) on the positively charged site, (3) desorption of Cr(III) from the positively charged site, and (4) sorption of cationic Cr(III) onto the negatively charged site of biomass.

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열병합발전소 플라이애쉬를 사용한 콘크리트의 현장적용에 관한 연구 (A Study on the Application in Site of the Concrete Using Fly Ash Produced in Combined Heat Power Plant)

  • 김무한;이상수
    • 콘크리트학회논문집
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    • 제11권5호
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    • pp.41-49
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    • 1999
  • This study dealt with the applicability and quality control of the concrete using fly ash produced in combined heat power in a construction site. Firstly, chemical and physical characteristics of the fly ash produced in combined heat power plant re analysed. Also, after investigating the properties of flesh and hardened concrete through various experiments, the fly ash concrete was placed in depositing construction in Ulsan Petrochemical Service Co. This field application was focussed on the quality control system in the site as production, placing and curing of concrete. As the result of this study, the quantity of CaO in the fly ash is relatively high based on the chemical analysis. The fly ash concrete showed slumping maintenance and high viscosity properties in the optimal mixing conditions (W/B:44~45%, S/a:$45\pm$2%, W:185kg/m). And, quality control and assurance of the fly ash concrete in actual site were verified by various testing methods.

토양 다짐 변이 측정 및 관리기술에 관한 연구동향 (Site-specific Quantification and Management of Soil Compaction: A Review)

  • 정병학;정선옥
    • Journal of Biosystems Engineering
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    • 제31권1호
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    • pp.24-32
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    • 2006
  • Compaction is becoming a greater concern in crop production and the environment because it can have deleterious effects on growing conditions that are difficult to remediate. Because compaction can vary considerably from point to point within a field, and also from depth to depth within the soil profile, it is important to consider quantification and management of the spatial and vertical variability in soil compaction when developing an overall site-specific crop management plan. In this paper, the importance of soil compaction, techniques for quantification of its variability, and the concept of site-specific tillage are examined. Methods and systems to detect within-field variation in soil strength as a surrogate measure of soil compaction and related soil properties are also compared and discussed. Quantification of variability in soil compaction and site-specific compaction management was motivated recently, and sensors and control systems are still under development. Future study will need to address a number of issues related to understanding and applying the sensor measurements.