• 한국건축시공학회:학술대회논문집
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• 한국건축시공학회 2020년도 봄 학술논문 발표대회
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• pp.92-93
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• 2020

The test method to be developed is to determine whether the waterproof layer applied to the leak-prone part such as cracks and joints has defects such as tearing or lifting of the waterproof layer due to the influence generated from the behavior of the structure under complex deterioration conditions. This is to evaluate the performance of the waterproofing method afterwards. Therefore, by notifying only the pass or fail, the unique mechanical properties of the material or method used are notified to the test client to limit the physical properties of the test body, thereby determining and supplementing the weaknesses of the user material in advance to improve the high quality. We want to prevent damage from water leakage through production and distribution of materials.

• 휴양 및 경관연구
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• 제11권2호
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• pp.1-11
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• 2017

Recently, growing emphasis has been placed on the installation of rain gardens. However, previous rain garden studies have mainly focused on physicochemical effects such as rainfall runoff management and water quality improvement. Therefore, this study aims to investigate general perceptions of rain gardens and landscape aesthetics among rain garden visitors. To achieve this goal, a survey of 100 rain garden visitors was conducted, gathering information about their general perceptions of rain gardens and landscape aesthetics at three pre-selected rain garden locations. Results showed that rain garden recognition was limited to 34% of the respondents, indicating that most people were not aware of rain gardens and were unable to notice differences between rain gardens and traditional gardens. However, stronger support for rain gardens was observed among those who were aware of the concept, those who recognized that rain garden planting types are differentiated from traditional gardens, and those who rated positively the landscape aesthetic value of rain gardens. The main findings are expected to encourage further studies of quantitative indicators by conducting a correlation analysis between aesthetics and functionality of rain gardens.

• 분석과학
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• 제36권6호
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• pp.281-290
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• 2023

Zidovudine is an antiretroviral agent prescribed for the prevention and treatment of human immunodeficiency virus/acquired immune deficiency syndrome (HIV/AIDS). It is typically recommended to be used in combination with other antiretroviral drugs. Zidovudine has the potential to generate N-nitrosodimethylamine (NDMA) in the presence of dimethylamine and nitrite salt under acidic reaction conditions during the drug manufacturing process. NDMA is a potent human carcinogen that may be detected in drug substances or drug products. An analytical method was developed to determine NDMA in pharmaceuticals including zidovudine using high performance liquid chromatography-tandem mass spectrometry (HPLC-MS/MS). The analysis involved reversed-phase chromatography on a Kinetex F5 column with a mobile phase comprising water-acetonitrile mixtures. The detection of positively charged ions was conducted using atmospheric pressure chemical ionization (APCI). The calibration curve demonstrated excellent linearity (r = 0.9997) across the range of 1-50 ng/mL with a highly sensitive limit of detection (LOD) at 0.3 ng/mL. The developed method underwent thorough validation for specificity, linearity, accuracy, precision, robustness, and system suitability. This sensitive and specific analytical method was applied for detecting NDMA in zidovudine drug substance and its formulation currently available in the market, indicating its suitability for drug quality management purposes.

• 지구물리와물리탐사
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• 제5권4호
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• pp.223-235
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• 2002

수로는 약선대를 따라 형성되는 경우가 많으며, 특히 강을 따라 단층이 발달하는 경우가 많다. 교량과 같은 수상 구조물의 건설을 위하여 탐사의 필요성이 높음에도 불구하고 육상과는 달리 수상 전기비저항 탐사가 활발하게 적용되지 못한 것은 현장탐사와 자료해석의 어려움 때문이었다고 볼 수 있다. 그러나 무엇보다도 중요한 것은 양질의 자료 획득이며, 양질의 자료 획득이 육상 탐사보다 어려운 것은 영상화하고자 하는 지하구조가 물로 덮여 있다는 점에서 연유한다. 이 연구에서는 이와 같은 점에 중점을 두고 수치 모델링과 현장탐사 사례 분석을 통하여 수상 전기비저항 탐사 자료의 특성, 현장 탐사와 해석 방법에 대하여 논하였다. 수상 전기비저항 탐사는 전극이 물 표면에 혹은 물 바닥에 설치되어 있는가에 따라 탐사자료의 획득방법, 고려할 사항, 해석 방법이 달라지므로, 전극을 물 표면에 띄운 경우와 바닥에 설치한 경우로 나누어 논의를 전개하였다. 이를 통하여 하상 전기비저항 탐사는 수층 하부 지반을 정확하게 영상화할 수 있음을 보였다. 또한 수상 전기비저항 탐사에서 전극을 물 바닥에 설치하는 것이 물 표면에 설치하는 것보다 훨씬 더 분해능이 높은 영상을 획득할 수 있다. 그러나 두 방법 모두 육상 탐사에 비하여 지하구조에 대한 민감도는 낮고, 유동전위 등에 의하여 전기잡음이 높을 가능성이 높기 때문에 육상 탐사보다 높은 S/N 비를 갖는 현장 탐사자료의 획득이 필수적이며 가능한 한 높은 분해능을 갖는 전극배열을 선택하여야 하는 것으로 나타났다. 변형된 전극배열법은 원거리 접지가 불필요하다는 점과 아울러 그의 원천이 되는 전극배열보다 높은 신호대 잡음비를 갖는 자료 획득이 가능하다는 점에서 수상 전기비저항 탐사에 많은 활용이 기대된다.

• 한국수자원학회:학술대회논문집
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• 한국수자원학회 2011년도 학술발표회
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• pp.8-9
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• 2011

On 4 September 2010 an earthquake of magnitude 7.1 on the Richter scale occurred on the Canterbury Plains in the South Island of New Zealand. The Canterbury Plains are an area of extensive groundwater and spring fed surface water systems. Since the September earthquake there have been several thousand aftershocks (Fig. 1), the largest being a 6.3 magnitude quake which occurred close to the centre of Christchurch on 22February 2011. This second quake caused extensive damage to the city of Christchurch including the deaths of 189 people. Both of these quakes had marked hydrological impacts. Water is a vital natural resource for Canterburywith groundwater being extracted for potable supply and both ground and surface water being used extensively for agricultural and horticultural irrigation.The groundwater is of very high quality so that the city of Christchurch (population approx. 400,000) supplies untreated artesian water to the majority of households and businesses. Both earthquakes caused immediate hydrological effects, the most dramatic of which was the liquefaction of sediments and the release of shallow groundwater containing a fine grey silt-sand material. The liquefaction that occurred fitted within the empirical relationship between distance from epicentre and magnitude of quake described by Montgomery et al. (2003). . It appears that liquefaction resulted in development of discontinuities in confining layers. In some cases these appear to have been maintained by artesian pressure and continuing flow, and the springs are continuing to flow even now. In spring-fed streams there was an increase in flow that lasted for several days and in some cases flows remained high for several months afterwards although this could be linked to a very wet winter prior to the September earthquake. Analysis of the slope of baseflow recession for a spring-fed stream before and after the September earthquake shows no change, indicating no substantial change in the aquifer structure that feeds this stream.A complicating factor for consideration of river flows was that in some places the liquefaction of shallow sediments led to lateral spreading of river banks. The lateral spread lessened the channel cross section so water levels rose although the flow might not have risen accordingly. Groundwater level peaks moved both up and down, depending on the location of wells. Groundwater level changes for the two earthquakes were strongly related to the proximity to the epicentre. The February 2011 earthquake resulted in significantly larger groundwater level changes in eastern Christchurch than occurred in September 2010. In a well of similar distance from both epicentres the two events resulted in a similar sized increase in water level but the slightly slower rate of increase and the markedly slower recession recorded in the February event suggests that the well may have been partially blocked by sediment flowing into the well at depth. The effects of the February earthquake were more localised and in the area to the west of Christchurch it was the earlier earthquake that had greater impact. Many of the recorded responses have been compromised, or complicated, by damage or clogging and further inspections will need to be carried out to allow a more definitive interpretation. Nevertheless, it is reasonable to provisionally conclude that there is no clear evidence of significant change in aquifer pressures or properties. The different response of groundwater to earthquakes across the Canterbury Plains is the subject of a new research project about to start that uses the information to improve groundwater characterisation for the region. Montgomery D.R., Greenberg H.M., Smith D.T. (2003) Stream flow response to the Nisqually earthquake. Earth & Planetary Science Letters 209 19-28.

• 한국환경과학회지
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• 제17권5호
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• pp.555-564
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• 2008

The bacterial community structure in biological activated carbon (BAC) process in drinking water treatment plant was investigated by Fluorescent in situ Hybridization (FISH) with rRNA-targeted oligonucleotide probe. Samples were collected at different three points in BAC process every month for one year. They were hybridized with a probe specific for the alpha, beta, gamma subclass of the class Proteobacteria, Cytophaga-Flavobacteria group and Gram-positive high G+C content (HGC) group. Total numbers of bacteria in BAC process counted by 4',6-diamidino-2-phenylindole (DAPI) staining were $5.4{\times}10^{10}$ (top), $4.0{\times}10^{10}$ (middle) and $2.8{\times}10^{10}$ cells/ml (bottom). The number of the culturable bacteria was from $1.0{\times}10^7$ to $3.6{\times}10^7$ cells/ml and the culturability was about 0.05%. The faction of bacteria detectable by FISH with the probe EUB338 was about 83% of DAPI counts. Gamma and alpha subclass of the class Proteobacteria were predominant in BAC process and their ratios were over 20% respectively. In top and middle, alpha, beta and gamma subclass of the class Proteobacteria competed with each other and their percentages was changed according to the season. In bottom, gamma subclass of the class Proteobacteria was predominant all through the year. It could be successfully observed the seasonal distribution of bacterial community in biological activated carbon process using FISH.

• 지질공학
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• 제28권2호
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• pp.277-295
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• 2018

10년 전부터 댐 건설에 대한 사회적 비판이 제기됨에 따라 댐 공사를 통해 새로운 수자원을 확보하기가 어려워졌기 때문에 기존 댐에 대한 검토가 필요하게 되었다. 이에 따라, 계획, 시공 및 관리 등의 접근 방식은 댐 보수 및 보강과 관련하여 이미 확보된 기술을 활용하여 실시되었다. 이러한 보수와 보강의 결과로, 다수의 댐에서 침투 그라우팅이 수행되었으나, 현재까지 기술의 정립이 미흡한 실정이고, 국내외적으로 발표된 논문도 극히 드문 편이다. 본 논문에서는 YC댐에 대한 저압 침투그라우팅 보강 기술을 상세하게 분석하였다. 결과적으로 침투그라우팅은 YC댐과 같이 코어형 필댐의 차수성 개선에 효과적으로 적용될 수 있음을 확인하였다. 그리고, 주입기준과 관련하여 경험적으로 증명된 침투그라우팅의 기술적 상세들을 제시하였다. 본 연구를 통한 필댐 침투그라우팅 기술의 구체적인 분석자료들은 향후 필댐 및 저수지 보수보강에 있어 유용한 자료로 활용 가능할 것으로 판단된다.

• 한국환경복원기술학회지
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• 제13권1호
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• pp.57-68
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• 2010

The purpose of this study is to analyze the characteristics of environment-friendliness of waterproof materials based on comprehensive experiments on waterproofness in terms of coefficients of permeability, harmfulness of waterproof materials and fish toxicity of Oryzias latipes mortality to verify eco-toxicity of each method of construction and waterproof material, which are to be applied by taking eco-toxicity into account when building ecological flows in upper areas on natural and artificial grounds. As a result, the following conclusions have been reached in this study: 1. In regard of the harmfulness analyzed, each material showed a different result of analytical value in each lab tank. Compared to input water, pH, COD, SS, T-P, and T-N values increased a little, but DO value decreased. The value of turbidity analyzed independent of the water quality standard of aquatic ecosystem set forth by the Ministry of Environment increased a little compared to the value in input water. 2. In the experiment of fish toxicity, compacted quicklime, cement fluid waterproof material, cement mortar waterproof material and bentonite powder were found to have 100% of fish mortality, respectively, and membrane waterproof material showed 83.3% of mortality, indicating strong fish toxicity. Improved asphalt sheet (63.3%) and synthetic rubber sheet (53.3%) were analyzed to have medium fish toxicity, while bentonite sheet (6.7%), Hwang-toh (6.7%) and clay (3.3%) showed relatively lower mortality and fish toxicity. 3. Regarding the analysis on waterproofness in terms of the coefficient of permeability of each waterproof material, improved asphalt sheet, synthetic rubber sheet, membrane waterproof material, cement fluid and mortar waterproof material and bentonite sheet were found impervious in case no leakage takes place in construction. Bentonite powder was found practically impervious based on the analytical results from the experiment done in compliance with weight ratios. So were the clay and Hwang-toh from the experimental results. To sum up such results as found in the experiment mentioned so far, the values of harmfulness and waterproofness analyzed were different in each lab tank, but there was absolutely little correlation with the mortality gained from the experiment on fish toxicity. In the experiment of fish toxicity, environment-friendly waterproof materials were analyzed, and it was found that clay, Hwang-toh and bentonite sheet are highly environment-friendly. In contrast, synthetic rubber and improved asphalt sheets were found to have medium-level environment-friendliness. Also, membrane water-proof materials, compacted quicklime, cement fluid and mortar waterproof material and bentonite powder were analyzed to have low environment-friendliness.

• 한국해양환경ㆍ에너지학회지
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• 제11권3호
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• pp.113-123
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• 2008

유독성 Cochlodinium polykrikoides 적조의 최초발생해역으로 알려져 있는 나로도 주변 해역의 해양환경적 특징을 조사하기 위해서 1992년부터 2007년까지 국립수산과학원이 실시한 해양환경측정망 자료 및 적조정보자료와 고흥지방의 기후자료 등을 분석하였다. Cochlodinium polykrikoides 적조는 8월에 나로도 주변 해역에서 최초로 발생한 경우가 가장 많았고, 그 발생시기는 해마다 빨라지고 있는 경향을 보였다. 또한 나로도 주변 해역에서의 표층 염분도 계속 증가하는 추세를 보여, Cochlodinium polykrikoides 적조 발생시기의 빨라짐과의 어떤 관련성을 시사하였다. 한편 나로도 주변 해역에서 Cochlodinium polykrikoides 적조가 최초로 발생할 때는 동일한 시기의 가막만 또는 진해만 해역에 비해 상대적으로 일사량은 많았고 강수량은 적었다. 8월의 나로도 주변 해역의 평균 수온 및 염분은 동일한 시기의 가막만 및 진해만에 비하여 평균 수온은 $0.2{\sim}0.6^{\circ}C$, 염분은 $1.84{\sim}3.91psu$ 각각 더 높았으며, 두 해역에 비해 상대적으로 고온, 고염을 나타내었다. 또한 나로도 주변 해역은 부영양화 해역으로 알려진 진해만에 비해서는 영양염이나 식물플랑크톤의 농도가 현저히 낮았으나, 전체적인 수질환경은 가막만과 크게 다르지 않은 것으로 판단되었다. 주성분 분석결과, 나로도 주변 해역에서 최초로 발생하는 Cochlodinium polykrikoides 적조 요인으로서는 기상인자와 물리적 환경인자인 일사량과 수온이 가장 중요하며, 부차적으로 수질요소인 COD와 용존산소의 농도가 여기에 관여하고 있음을 보여주었다. 태풍 또한 Cochlodinium polykrikoides 적조 발생에 있어 중요한 요인 중의 하나로 생각되었다.

• 한국수산과학회지
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• 제42권3호
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• pp.276-283
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• 2009

Enrichment in nutrients coming from urban sewage outfalls can lead to eutrophication in coastal areas, which can also change the species composition and community structure of macro algal communities. We investigated the structure of the macro algal community within three rocky shores in order to assess any possible differences in their characteristics. Site 1 was located near Tongyeong city's sewage outfall, Site 2 was located near a public beach area, and Site 3 faced open channel of the Ocean. All three sites were located within the same stretch of the coast, where Site 2 was located between sites 1 and 3. We measured the nutrient concentration in water and the tissue nitrogen content in macro algae samples. Nutrients in the water column surrounding site 1 were high in ammonium ($30.2\pm1.8{\mu}M$), nitrate ($26.2{\pm}0.1{\mu}M$), and phosphate ($2.7{\pm}0.1{\mu}M$) content, and were characterized by low numbers of macroalgal species and species and a low species diversity index. In contrast, site 3 exhibited relatively low nutrient concentration levels and a high number of macroalgal species and a high species diversity index. Comparative analysis showed that the tissue nitrogen content of macroalgae were significantly (P<0.05) affected by the nutrient concentration in the water column. The tissue nitrogen content of green algae within site 1 was higher than the others sites. However, the tissue nitrogen content of brown algae was similar at all three sites. Thus, the tissue nitrogen content of macro algae and the macro algal community structure of intertidal rocky shores were dependent on location and the performance of macroalgal communities was dependent on water quality.