• Title/Summary/Keyword: 침투 유형

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Estimation of Groundwater Level Fluctuation of the Crystalline site Using Time Series Analyses in South Korea (시계열분석을 이용한 결정질암 지역의 지하수위 변동 평가)

  • Lee, Jeong-Hwan;Jung, Haeryong;Lee, Eunyong;Kim, Sujeong
    • Journal of Nuclear Fuel Cycle and Waste Technology(JNFCWT)
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    • v.11 no.3
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    • pp.179-192
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    • 2013
  • This study is characterized the groundwater flow pattern near crystalline site of Yangbook-Myeon, Gyeong-ju City, South Korea. From the time series analyses, groundwater level could be classified into 4 types reflecting the hydrogeological characteristics and rainfall pattern. The type I (DB1-1, DB1-2) may be directly influenced by rainfall pattern. The type II (DB1-3, DB1-7, KB-1, KB-2, KB-3, KB-7, KB-14, KB-15) may be influenced by rainfall event as well as groundwater flow through water-conducting features. The type III (DB-5, DB1-6, DB2-2, KB-10, KB-11, KB-13) may be predominantly happens in the crystaline rock mass, groundwater in this type flows through the minor fracture networks rather than direct effect of rainfall event. The type IV (DB1-8, KB-9) may be influenced by irregular variation of the groundwater level due to anisotropy and heterogeneity of crystalline rock.

A Study on the Karst Formation by Water Flows (유수(流水)에 의한 Karst의 유형(類型)에 관한 연구(硏究))

  • Oh, Jong-Woo
    • Journal of the Speleological Society of Korea
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    • no.87
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    • pp.34-43
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    • 2008
  • 카르스트는 자연수의 용식작용에 의하여 형성되는 지형이다. 용식은 카르스트 지형에 있어 가장 우세한 과정이 아니며, 또한 지배적인 과정도 아니지만, 그것은 다른 유형의 지형에서 형성되는 결과보다 용해질 암석에서 더 다양한 역할을 하기 때문이다. 용식의 가장 중요한 역할은 바위의 침투성을 증가시키면서 지하의 공간을 확대시키는 데 있다. 이는 지하수에 의해 지표면의 점진적인 용식적인 변화인 카렌, 석문, 용천, cockpit 및 mogote, sinkholes, hum 등의 카르스트 지형을 창출한다. 수문학의 대표적인 이론인 Darcy's Law가 용식지형에서는 전혀 적용되지 않는다는 검증 결과만 하더라도 카르스트가 얼마나 다양하고 복잡한 수문학적인 형성과정을 가지고 있는가를 알 수 있을 것이다. 특히 Darcy의 법칙은 비등방성과 비균질적인 투수층에는 적용되지 않는다. 왜냐하면 카르스트 지역에서는 1차삼투율(primary transmissivity)의 공극율에 따른 투과율이 적용되는 일반적인 암석에서의 결과보다 2차삼투율(secondly transmissivity인 단층선, 균열, 절리면 등에 의한 투과율이 훤씬 증대되기 때문이다. 따라서 카르스트수문학은 자연수의 용식작용에 의하여 형성되는 지형이지만 투수성, 지하수의 유속, 동공속의 소지류의 구배, 입수율과 배출율 등이 일반적인 수문학과 다른 결과를 나타내고 있다.

Penetration and Microleakage Assessment of Flowable Resin Applied on Carious Fissure Following Various Fissurotomy Techniques (교합면 우식열구에서 열구성형술 방법에 따른 유동성 레진의 침투도와 미세누출 평가)

  • Kwon, Seok;Lee, Sangho;Lee, Nanyoung;Jih, Meongkwan;Yoon, Youngmi
    • Journal of the korean academy of Pediatric Dentistry
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    • v.45 no.1
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    • pp.90-97
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    • 2018
  • The purpose of this study was to evaluate the effect of fissurotomy on the penetration and microleakage of flowable resins for carious fissures. A total of 250 extracted premolars with early fissure caries were selected and divided into five groups according to the fissurotomy; no fissurotomy (n = 50), fissurotomy with $Fissurotomy^{(R)}$ original bur (n = 50), fissurotomy with $Fissurotomy^{(R)}$ Miro NTF bur (n = 50), fissurotomy with SF104R tapered diamond bur (n = 50), fissurotomy with 1/2 round carbide bur (n = 50). Two types of flowable resins ($UniFil^{(R)}Flow$, $Filtek^{(R)}Flow$) were used as sealing materials. All samples were sectioned and observed using a stereoscopic microscope after thermocycling and immersing in methylene blue solution. The adaptation of flowable resin to the fissure wall was observed using scanning electron microscopy. The penetration of flowable resin into the carious fissure was significantly increased by fissurotomy, which also decreased microleakage. Fissure preparation using different burs showed a significantly different in penetration, but did not show any difference in microleakage. $Unifil^{(R)}Flow$ showed better penetration than $Filtek^{(R)}Flow$, but there was no significant difference in microleakage. Fissurotomy can be used to increase the penetration of flowable resin into carious fissures and decrease microleakage.

Evaluation of Long-term Data Obtained from Seawater Intrusion Monitoring Network using Variation Type Analysis (변동유형 분석법을 이용한 해수침투 관측망 자료 평가)

  • Song, Sung-Ho;Lee, Jin-Yong;Yi, Myeong-Jae
    • Journal of the Korean earth science society
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    • v.28 no.4
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    • pp.478-490
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    • 2007
  • With groundwater data of seawater intrusion monitoring network in coastal areas of Korea's main land, we analyzed types of seawater intrusion through the coastal aquifer. The data including groundwater level, temperature and electrical conductivity obtained from 45 monitoring wells at 25 watershed regions were evaluated. Based on statistical analysis, correlation analysis and variation type analysis, groundwater levels were mainly affected by rainfall and artificial pumping. About 78% of the monitoring wells showed average temperature higher than $15^{\circ}C$ and about 58% of them showed minimum variations less than $0.2^{\circ}C$. Electrical conductivities showed a large magnitude of variation and irregular characteristics compared with groundwater levels and temperatures. Average electrical conductivities lower than $2,000\;{\mu}S/cm$ were observed at 28 monitoring wells while those of higher than $10,000\;{\mu}S/cm$ were done at 9 monitoring wells. From the cross-correlation analysis, groundwater levels were mostly affected by precipitation while temperature and electrical conductivity showed very low correlation. Meanwhile tidal variations strongly affected the groundwater levels comparing to precipitation. We classified the long-term monitoring data according to variation types such as constant process, linear trend, cyclic variation, impulse, step function and ramp. Impulse type was dominant for variations of groundwater level, which was largely affected by rainfall or artificial pumping, the constant process was dominant for temperature. Compared with groundwater level and temperature, electrical conductivities showed various types like linear trend, step function and ramp. According to the discrepancy of variation characteristics for monitoring data at each well in the same region, periodical analysis of monitoring data is essentially required.

An Analysis of Seawater Effect on Groundwater Quality, in the Region of Sinan-gun area, Jeonam, Korea (전남 신안군 지역의 지하수 수질에 대한 해수의 영향 분석)

  • Shin, Kyungsun;Koh, Dong-Chan;Lee, Jeonghoon
    • Journal of the Korean earth science society
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    • v.38 no.7
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    • pp.570-580
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    • 2017
  • The purpose of the study was to evaluate the groundwater quality of Sinan-gun, Jeollanam-do, an island located in the southern part of the Korean peninsula where the effect of seawater on the groundwater quality had not been investigated in the past. In order to evaluate its effect, the hydrogeological parameters including groundwater quality and major dissolved components were investigated. The water quality was measured four times in the field, and 74 of 163 samples that showed the high conductivity value of more than $500{\mu}S/cm$ and the influence of seawater on the groundwater were analyzed by $Cl^-/HCO_3{^-}$ molar ratio. The results showed that, 40 samples out of 74 were found to have a value of 2.8 or more, indicating severe and very severe effects. According to the type of groundwater quality, the ratio of samples belonging to Na-Cl type, which is considered to be influenced by the direct seawater, is 35.3% for bedrock groundwater and 52.5% for weathered zone and alluvial groundwater. In the evolution stage of groundwater due to seawater infiltration, the type of Ca-Cl prior to the Na-Cl type is 44.1% in bedrock groundwater and 45% in weathered zone and alluvial groundwater. The effect of sea water on the aquifer is likely to be influenced by distance from the shore, pumped water, and tide.

The Effect of Rainfall on the Stability of Mudstone Slope in Consideration of Collapse Record (이암 절취사면의 붕괴이력을 고려한 강우침투에 따른 안정성 분석)

  • Jeon, Byeong-Chu;Lee, Su-Gon;Kim, Young-Muk;Chung, Sung-Rae
    • Journal of the Korean Geotechnical Society
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    • v.25 no.2
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    • pp.55-66
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    • 2009
  • At the mudstone slope located on the roadside of the Seokri area in Donghae-myeon, Pohang, Gyeongsangbuk-do, this study was performed to analyze the effects of rainfall on the stability of slope through seepage analysis according to the precipitation type of the mudstone slope, referring to the actual case of slope failure. For this, precise geological survey, geophysical exploration and drilling survey for the slope where the failure occurred were performed and followed by analysis of detailed soil layer. For the section where failure surface located, the durability reduction of rocks was measured through slaking/swelling tests and the permeability was measured through in-situ permeability tests for each soil layer. In addition, the change of strength parameter and process of instability were analyzed by back analysis, using Talren 97 and Slope/W programs, in the slope. By applying different precipitation conditions to the geographical conditions of the slope that had actual failure records, the slope stability was analyzed by seepage analysis according to duration of rainfall and rise of groundwater level resulting from the flow of rainfall caused by development of geological structures and the slope surface condition.

A Study on Development of the Flood Control Facility Monitoring System (치수시설물 모니터링 시스템 구축 방안)

  • Kang, Kyung-Seok;Lee, Kye-Yun;Park, Ki-Chun
    • Proceedings of the Korea Water Resources Association Conference
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    • 2011.05a
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    • pp.229-233
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    • 2011
  • IT기술의 발달과 함께 최근 유비쿼터스 패러다임이 등장함에 따라 수자원분야의 정보화 환경이 변화하여야 한다는 논의가 활발하다. 빈번하게 발생하고 있는 자연재해에 있어서 주요 치수시설물의 안전모니터링은 새로운 기술의 적극적인 도입과 개발이 필수적이다. 또한 지속적인 수자원 관리 및 활용 고도화를 위해서도 정보화 경쟁력을 제고하고, 높아지는 사용자의 서비스 요구수준을 충족시켜야할 필요가 있다. 본 연구는 제방 및 보(수문)의 안전모니터링 선진화를 위해 다음과 같은 과정으로 연구하였다. 주요 치수시설물의 안전모니터링 요소를 분석하기 위해 붕괴원인 유형에 따른 주요 모니터링 취약성 인자를 도출한다. 취약성 인자 중 제방의 경우 침투, 침식, 월류, 구조물에 의한 붕괴 등에 의한 유형과 보(수문)의 경우 전도, 활동, 부유 등 다양한 관련 붕괴 현상을 검토하여 각각의 발생된 인자 특성별 모니터링이 가능하도록 최적 센서를 도출한다. 이러한 일련의 과정은 과거의 계측기를 통하거나 육안 및 수동적인 모니터링에서 벗어나, IT기술의 통신분야와 융합한 무선센서네트워크를 적용하여 경제성, 효율성, 현실성을 가지는 치수시설물의 모니터링이 가능하도록 하였다. 향후 이러한 USN(Ubiquitous Sensor Network) 등 유비쿼터스의 융합과 IT기술을 활용한 치수시설물 안전모니터링 선진화를 통해 홍수방어 및 관리시스템 구축에 활용되어 인명 및 재산피해를 절감하고 기술수준을 향상시킴으로서 홍수 재해로부터 안전한 국토 건설 및 국민의 삶의 질을 향상시킬 것이다. 또한, 국가 홍수관리 시스템 구축, 치수능력증대, 장래유역단위 통합홍수방어 및 관리기술 개발에 기여할 것으로 판단된다.

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Wetland Management Plan on Distributional Characteristics of Vegetation in Hwaeom Wetland (화엄늪 식생의 분포특성에 따른 습지 관리방안)

  • Ahn, Kyunghwan;Lee, Youlkyung;Lim, Jeongcheol;Choi, Taebong;Cho, Hangsoo;Suh, Jaehwa;Shin, Youngkyu;Kim, Myungjin
    • Journal of Environmental Impact Assessment
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    • v.25 no.3
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    • pp.190-208
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    • 2016
  • This study was carried out to understand the spatial distribution and conservation, restoration plan for vegetation in the Hwaeom wetland protected area. Total 29 phytosociological releves consisted of 117 plant species (unidentified species contained) was made during field studies conducted at 2008 and 2013 applying Braun-Branquet method. The collected vegetations were arranged 8 plant communities and thus divided hydric types (Drosera rotundifolia-Eleocharis congesta community, Carex forficula-Molinia japonica community) and xeric types (Miscanthus sinensis community, Rhododendron yedoense var. poukhanense community, Tripterygium regelii community, Carex gifuensis-Quercus mongolica community) under moisture conditions. The hydric types growing in hydric conditions distributed along hollowed out ground or the water channel that have a key qualification to protect. In the wetland protected area, the hydric vegetation types were mostly covered about 3.8% and the xeric types dominating by Miscanthus sinensis were most wildly distributed about 51.5%. Various woody plant species invaded the place. In 2008, invasion plants observed with total 14 species - 8 tree species (227 individual), 6 shrub species (51 individual) and alders (Aluns japonica) found in 2013. We suggested finding out that the sustainable conservation and management in Hwaeom wetland should be setting up plan focused on activity and variability such as continuous monitoring (changing vegetation types, spatial distribution, invasion plants) and zonation management (core zone, buffer zone, transition zone).

Experimental Study on Moisture Content According to Addition of Surfactants (계면활성제 첨가에 따른 함수율에 관한 실험적 연구)

  • Kim, Nam-Kyun;Rie, Dong-Ho
    • Fire Science and Engineering
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    • v.29 no.2
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    • pp.79-83
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    • 2015
  • The fire accident is a representative type of disaster that can largely impact on business. Therefore, precautionary measures and rapid initial response is very important when a disaster occurs. The storage of porous combustibles is inevitable in coal yard, plywood processing industry, and others that are currently operating. Initial fire fighting of fire and identifying the ignition point in such a porous combustible storage space are so difficult that if the initial response is failed, being led to deep-seated fire, surface fire is likely to result in secondary damage. In addition, deep-seated fire can cause personal injuries and property damage due to a large amount of toxic gases and reignition. Therefore damage reduction measures is required around the storage space to handle a porous flammable. Improving the penetration performance of the concentration of the surfactant is carried out as underlying study, which is about an deep-seated fire extinguishing efficiency augmentation when using wetting agents. The porous materials used in the experiments is radiata pine wood flour, which occupies more than 75% of the domestic wood market. Fire fighting water is selected as Butyl Di Glycol (BDG), which is being used for infiltration extinguishing agent, and the experiment was carried out by producing a standard solution. The experiment was carried out on the basis of the Deep-Seated Fire Test of NFPA 18. The amount of watering, porous material to the internal amount of penetration, and runoff measurement out of the porous material was conducted. According to experimental results, as the surface tension is reduced, the surfactant concentration macroscopic penetration rate decreases, but infiltration to a porous material is shown to have growth characteristics.

Decision Making Methods for Types of Roadside Non-point Pollution Reduction Facilities and Its Application (도로비점오염 저감시설의 유형선정방법 개발 및 적용)

  • Cho, Hye Jin
    • Ecology and Resilient Infrastructure
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    • v.7 no.4
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    • pp.256-261
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    • 2020
  • Roadside non-point pollution reduction facilities are classified as infiltration, vegetation, reservoir, and wetland types based on their respective pollution reduction mechanisms. However, without a detailed analysis of the road and traffic conditions it is very difficult for civil engineers to determine which category of pollution reduction facility is best suited to their planning requirements. To address this issue, we propose a new decision-making method for the selection of roadside non-point pollution reduction facilities. The principal factors informing the proposed decision-making methods are the road characteristics, including location, structure, number of lanes, and traffic volume. As a result of the study, a total of new pollution reduction plans were developed, with their selection conditions and the corresponding applicable facilities established. The effectiveness of the proposed pollution reduction schemes was demonstrated for roads in Kyounggi-do, providing a valuable basis for future pollution reduction plans.