• 한국수자원학회:학술대회논문집
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• 한국수자원학회 2002년도 학술발표회 논문집(I)
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• pp.43-50
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• 2002

Accurate quantitative forecasting of rainfall for basins with a short response time is essential to predict streamflow and flash floods. Previously, neural networks were used to develop a Quantitative Precipitation Forecasting (QPF) model that highly improved forecasting skill at specific locations in Pennsylvania, using both Numerical Weather Prediction (NWP) output and rainfall and radiosonde data. The objective of this study was to improve an existing artificial neural network model and incorporate the evolving structure and frequency of intense weather systems in the mid-Atlantic region of the United States for improved flood forecasting. Besides using radiosonde and rainfall data, the model also used the satellite-derived characteristics of storm systems such as tropical cyclones, mesoscale convective complex systems and convective cloud clusters as input. The convective classification and tracking system (CCATS) was used to identify and quantify storm properties such as life time, area, eccentricity, and track. As in standard expert prediction systems, the fundamental structure of the neural network model was learned from the hydroclimatology of the relationships between weather system, rainfall production and streamflow response in the study area. The new Quantitative Flood Forecasting (QFF) model was applied to predict streamflow peaks with lead-times of 18 and 24 hours over a five year period in 4 watersheds on the leeward side of the Appalachian mountains in the mid-Atlantic region. Threat scores consistently above .6 and close to 0.8 ∼ 0.9 were obtained fur 18 hour lead-time forecasts, and skill scores of at least 4％ and up to 6％ were attained for the 24 hour lead-time forecasts. This work demonstrates that multisensor data cast into an expert information system such as neural networks, if built upon scientific understanding of regional hydrometeorology, can lead to significant gains in the forecast skill of extreme rainfall and associated floods. In particular, this study validates our hypothesis that accurate and extended flood forecast lead-times can be attained by taking into consideration the synoptic evolution of atmospheric conditions extracted from the analysis of large-area remotely sensed imagery While physically-based numerical weather prediction and river routing models cannot accurately depict complex natural non-linear processes, and thus have difficulty in simulating extreme events such as heavy rainfall and floods, data-driven approaches should be viewed as a strong alternative in operational hydrology. This is especially more pertinent at a time when the diversity of sensors in satellites and ground-based operational weather monitoring systems provide large volumes of data on a real-time basis.

• 보존과학회지
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• 제25권4호
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• pp.399-409
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• 2009

외부 환경에 노출된 철제문화재는 환경오염요인에 직접적으로 영향을 받아 부식에 취약하다. 특히 철제유물에 있어서 활성부식을 일으키는 염화이온($Cl^-$)은 반드시 제거되어야 하지만 옥외 철제문화재는 유물의 특성상 탈염의 대상에서 제외되고 있다. 그러므로 본 연구에서는 조선시대 철비를 대상으로 보존처리 및 탈염실험을 실시하였으며, 탈염은 흡습지를 이용한 탈염방법과 기존의 침적탈염방법을 함께 실시하여 그 효율성을 비교하였다. 탈염의 평가는 실체 금속 현미경, SEM-EDS, pH측정과 이온크로마토그래피(IC), XRD분석을 통하여 알아보았다. 실체 금속현미경으로 조사된 결과 부식은 층을 이루고 있으며 금속조직은 백주철로 확인된다. 또한 탈염 전 부식물에 대한 SEM-EDS분석결과 Fe와 O가 주로 검출되었으며 특히 Cl이 2.48wt%까지 측정되었다. 탈염용액에 대한 pH와 음이온을 분석한 결과에서는 흡습지를 이용한 탈염방법도 침적탈염방법과 유사한 탈염효과를 볼 수 있었다. 마지막으로 탈염 전 후 부식물에 대한 XRD분석 결과 탈염전에는 goethite, magnetite, lepidocrocite와 akaganeite가 검출되었으나 탈염 후에는 akaganeite가 검출되지 않아 흡습지를 이용한 탈염의 효과를 확인할 수 있었다. 그러므로 본 연구를 통하여 흡습지를 이용한 탈염방법에서도 기존의 침적탈염방법과 유사한 탈염효과를 확인할 수 있었다.

• 방사성폐기물학회지
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• 제5권3호
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• pp.229-238
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• 2007

본 논문에서는 고준위폐기물 처분용기를 지하 심지층에 처분하기 위하여 요구되는 구조설계 요구조건과 구조안전성 평가 기준을 도출하였다. 고준위폐기물은 높은 열과 많은 방사능을 방출하기 때문에 고준위폐기물을 넣어 보관하는 처분용기는 그 취급에 많은 주의가 요구된다. 이를 위하여 고준위폐기물 처분용기는 장기간(보통 10,000년 동안) 안전한 장소에 보관되어야 한다. 보통 이 보관 장소는 지하 500m에 위치한다. 지하 깊은 화강암에 고준위폐기물을 보관하도록 설계되는 처분용기는 내부주철삽입물과 이를 감싸고 있는 부식에 강한 와곽쉘, 위 덮개와 아래 덮개로 구성되는 구조로 되어 있으며 지하수압과 벤토나이트 버퍼의 팽윤압을 받는다. 따라서 고준위폐기물 처분용기는 심지층에 보관 시 이들 외력들을 견디도록 설계되어야 한다. 만약에 발생 가능한 모든 하중조합을 고려한 처분용기 설계가 되지 않으면 심지층에 위험한 고준위폐기물 처분 시에 처분용기에 소성변형이나 크랙 또 좌굴같은 구조적 결함이 발생할 수 있다. 따라서 심지층에 처분용기를 처분 시에 처분용기에 발생하는 구조적 문제들이 발생하지 않게 하기 위하여 여러 가지 구조해석이 수행되어야 한다. 이러한 구조해석 수행에 앞서 처분용기 설계 타당성을 평가하기 위한 기준이 필요하다. 또한 평가기준에 영향을 미치는 설계요구조건(설계변수)이 명확히 검토되어야 한다. 따라서 본 논문에서는 처분용기의 구조설계 요구조건(설계변수)과 구조 안전성 평가기준을 도출하고자 한다.

• 수산해양기술연구
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• 제32권1호
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• pp.33-41
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• 1996

In order to obtain the most favourable classification system for fishing gears, the problems in the existing systems were investigated and a new system in which the fishing method was adopted as the criterion of classification and the kinds of fishing gears were obtained by exchanging the word method into gear in the fishing methods classified newly for eliminating the problems was established. The new system to which the actual gears are arranged is as follows ; (1)Harvesting gear \circled1Plucking gears : Clamp, Tong, Wrench, etc. \circled2Sweeping gears : Push net, Coral sweep net, etc. \circled3Dredging gears : Hand dredge net, Boat dredge net, etc. (2)Sticking gears \circled1Shot sticking gears : Spear, Sharp plummet, Harpoon, etc. \circled2Pulled sticking gears : Gaff, Comb, Rake, Hook harrow, Jerking hook, etc. \circled3Left sticking gears : Rip - hook set line. (3)Angling gears \circled1Jerky angling gears (a)Single - jerky angling gears : Hand line, Pole line, etc. (b)Multiple - jerky angling gears : squid hook. \circled2Idly angling gears (a)Set angling gears : Set long line. (b)Drifted angling gears : Drift long line, Drift vertical line, etc. \circled3Dragged angling gears : Troll line. (4)Shelter gears : Eel tube, Webfoot - octopus pot, Octopus pot, etc. (5)Attracting gears : Fishing basket. (6)Cutoff gears : Wall, Screen net, Window net, etc. (7)Guiding gears \circled1Horizontally guiding gears : Triangular set net, Elliptic set net, Rectangular set net, Fish weir, etc. \circled2Vertically guiding gears : Pound net. \circled3Deeply guiding gears : Funnel net. (8)Receiving gears \circled1Jumping - fish receiving gears : Fish - receiving scoop net, Fish - receiving raft, etc. \circled2Drifting - fish receiving gears (a)Set drifting - fish receiving gears : Bamboo screen, Pillar stow net, Long stow net, etc. (b)Movable drifting - fish receiving gears : Stow net. (9)Bagging gears \circled1Drag - bagging gears (a)Bottom - drag bagging gears : Bottom otter trawl, Bottom beam trawl, Bottom pair trawl, etc. (b)Midwater - drag gagging gears : Midwater otter trawl, Midwater pair trawl, etc. (c)Surface - drag gagging gears : Anchovy drag net. \circled2Seine - bagging gears (a)Beach - seine bagging gears : Skimming scoop net, Beach seine, etc. (b)Boat - seine bagging gears : Boat seine, Danish seine, etc. \circled3Drive - bagging gears : Drive - in dustpan net, Inner drive - in net, etc. (10)Surrounding gears \circled1Incomplete surrounding gears : Lampara net, Ring net, etc. \circled2Complete surrounding gears : Purse seine, Round haul net, etc. (11)Covering gears \circled1Drop - type covering gears : Wooden cover, Lantern net, etc. \circled2Spread - type covering gears : Cast net. (12)Lifting gears \circled1Wait - lifting gears : Scoop net, Scrape net, etc. \circled2Gatherable lifting gears : Saury lift net, Anchovy lift net, etc. (13)Adherent gears \circled1Gilling gears (a)Set gilling gears : Bottom gill net, Floating gill net. (b)Drifted gilling gears : Drift gill net. (c)Encircled gilling gears : Encircled gill net. (d)Seine - gilling gears : Seining gill net. (e)Dragged gilling gears : Dragged gill net. \circled2Tangling gears (a)Set tangling gears : Double trammel net, Triple trammel net, etc. (b)Encircled tangling gears : Encircled tangle net. (c)Dragged tangling gears : Dragged tangle net. \circled3Restrainting gears (a)Drifted restrainting gears : Pocket net(Gen - type net). (b)Dragged restrainting gears : Dragged pocket net. (14)Sucking gears : Fish pumps.

• 수산해양기술연구
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• 제45권4호
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• pp.201-210
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• 2009

Cast fishing gear needs some time for fishing progress, and catches and their composition by submerged time can change by several cause. Therefore, it is very importance to study fishing capacity of fishing gear by submerged time. This study is to investigate catches and their composition of shrimp trap, that is used in the coastal of the East Sea, and to find the fittest lifting time of trap. Experimental term are September 2006 and August 2007, the location is the coastal of Oho, Goseong, Gangwondo, Korea and one hundred trap is used at each casting and lifting of gear. For convenience of description, survey of 2006 and 2007 are dented as experimental code 1 and 2, and submerged time 21hr, 43hr and 66hr are dented as code A, B and C. The result of obtained from the above approach are summarized as follows: Many Northern shrimps(Pandalus eous), dominated 96.36%, are only catched in experimental code A, and in code B and C, some of coonstripe shrimp(Pandalus hypsinotus) and few morotoge shrimp(Pandalopsis japonica) are catched. CPUE of code 1A, 1B and 1C per trap were 21.67g, 29.51g and 28.48g, and those of code 2A, 2B and 2C per trap were 25.44g, 32.93g and 33.36g. Therefore, 24.66% of catch increased according as submerged time passes from 1 day to 2 days, and almost no change of catch was to be -1.1%. Carapace length of code 1A, 1B and 1C were 23.77mm, 25.00mm and 25.57mm, and those of code 2A, 2B and 2C per trap were 23.83mm, 24.95mm and 25.45mm. Thus, the more submerged time is, the less catch of small fish is and the more catch of large fish is. Consequently, fit lifting time of shrimp trap is after 2 days, and if considered trouble of fishing gear and condition of catch, the fittest lifting time is the third successive day of casting date.

• 공업화학
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• 제9권2호
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• pp.185-192
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• 1998

네 종류의 폴리아믹산(PPA)은 서로 다른 구조의 디아민들인 3,3'-diaminodiphenyl sulfone(3,3'-$DDSO_2$), 4,4'-diarrinodiphenyl sulfone(4,4'-$DDSO_2$), 4,4'-methylene dianiline(4,4'-MDA) 및 4,4'-oxydianiline(4,4'-ODA)와 디안하이드라이드인 3,3', 4,4'-benzophenone tetracarboxylic dianhydride (BTDA)를 용매인 DMAc를 이용하여 합성되었다. 이들의 폴리아믹산(PAA)을 이용하여 poly[2,2-(m-phenylene)-5,5'-bibenzimidazole](PBI)와 용액 블렌딩하여 Blend-I, II, III, 그리고 IV로 칭하였으며, 이에 대한 시료를 필름이나 분말로 제조한 PBI/PAA 시스템을 예상된 $T_g$보다 높은 온도에서 열경화시켜 PBI/PI 블렌드로 전환시킨후 PI 합성시 사용된 디아민의 분자구조 변화에 따른 블렌드의 상용성과 그 상호작용의 상대적인 세기를 살폈다. 이로부터 본 연구에서 이용된 네 개의 블렌드들은 상용성을 보였으며, 이들 상용성을 가져다주는 상호작용의 세기는 Blend-III와 Blend-IV가 Blend-I와 Blend-II보다 큼을 보였다. 이와 같이 블렌드에 사용된 PI의 구조변화에 따라 상호작용이 다른 것은 PI합성시에 사용된 디아민의 구조에서 페닐링 사이에 존재하는 linkage인 O나 $CH_2$보다는 $SO_2$가 존재할 때 블렌드를 이루는 두 고분자사이의 상호작용인 수소결합력을 약화시키는 spacer로 작용하였다고 판단된다.

• Earthquakes and Structures
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• 제12권6호
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• pp.603-617
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• 2017

This paper presents investigation into the behavior of beam-column joints, with the joint region concrete being replaced by steel fiber reinforced concrete (SFRC) and by ultra-high performance concrete (UHPC). A total of ten beam-column joint specimens (BCJ) were tested experimentally to failure under monotonic and cyclic loading, with the beam section being subjected to flexural loading and the column to combined flexural and axial loading. The joint region essentially transferred shear and axial stresses as received from the column. Steel fiber reinforced concrete (SFRC) and ultra-high performance concrete (UHPC) were used as an innovative construction and/or strengthening scheme for some of the BCJ specimens. The reinforced concrete specimens were reinforced with longitudinal steel rebar, 18 mm, and some specimens were reinforced with an additional two ties in the joint region. The results showed that using SFRC and UHPC as a replacement concrete for the BCJ improved the joint shear strength and the load carrying capacity of the hybrid specimens. The mode of failure was also converted from a non-desirable joint shear failure to a preferred beam flexural failure. The effect of the ties in the SFRC and UHPC joint regions could not be observed due to the beam flexural failure. Several models were used in estimating the joint shear strength for different BCJ specimens. The results showed that the existing models yielded wide-ranging values. A new concept to take into account the influence of column axial load on the shear strength of beam-column joints is also presented, which demonstrates that the recommended values for concrete tensile strength for determination of joint shear strength need to be amended for joints subject to moderate to high axial loads. Furthermore, finite element model (FEM) simulation to predict the behaviour of the hybrid BCJ specimens was also carried out in an ABAQUS environment. The result of the FEM modelling showed good agreement with experimental results.

• 한국터널지하공간학회 논문집
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• 제21권6호
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• pp.811-823
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• 2019

최근에는 수직구 구조물 시공방법으로 현장타설 공법 대비 시공속도가 빠르며, 안전하고 경제적인 연속상승 슬립폼 공법이 다수의 현장에 적용되고 있다. 슬립폼 공법으로 시공 가능한 높이는 2.5~4 m/day로 알려져 있는데, 콘크리트 온도가 10~30℃의 범위 밖에서는 강도 변화나 탄성 특성의 변화에 미치는 영향이 크므로 동절기 공사에서는 3 m/day 이상의 시공속도를 내기가 어렵다. 또한, 콘크리트는 수화 작용으로 인해 수화열이 발생하는데, 이는 콘크리트의 온도 균열을 초래한다. 따라서 슬립폼 연속상승시 콘크리트의 온도 제어 양생이 필요하며, 본 연구에서는 히팅 패널 및 시험용 연속상승 장치를 개발하여 반발경도, 초음파 전파시간, 수화열 및 외부온도를 측정하였다. 이를 기반으로 히팅슬립폼을 제작하였으며, "김포 현장"과 "신월 현장"에 히팅슬립폼을 적용하였다. 김포현장은 주간(08:00~17:30) 평균 1.9 m/day 또는 0.200 m/hr, 신월 현장은 2.0 m/day 또는 0.210 m/hr를 목표 상승속도 값으로 비교하였다.

• 한국미생물·생명공학회지
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• 제37권4호
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• pp.293-305
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• 2009

메탄은 온실효과가 이산화탄소 보다 20배 이상인 대표적인 non-$CO_2$ 온실가스이다. 매립지는 주요 인위적 메탄 발생원으로, 매립지의 메탄 발생량은 연간 35~73 Tg(tera gram)으로 추정된다. 바이오커버(개방형 시스템)과 바이오필터(폐쇄형 시스템)을 이용하는 생물학적 방법은 메탄을 회수하여 자원화하기에는 메탄 농도가 너무 낮거나 가스 포집정이 설치되어 있지 않는 노후화된 매립지나 소규모 매립지로부터 메탄 배출을 저감할 수 있는 유용한 방법이다. 메탄을 유일탄소원과 에너지원으로 활용하는 메탄산화세균은 이러한 생물학적 방법에 있어 메탄을 산화시켜 제거하는데 매우 중요한 역할을 담당한다. 토양, compost, 지렁이 분변토 등과 같은 다양한 충전재를 이용하여 실험실 규모의 바이오커버/바이오필터의 메탄산화효율에 관한 많은 연구가 진행되었다. 이 중에서 compost는 가장 많이 이용되고 있는 충전재이고, compost를 이용한 바이오커버/바이오필터의 메탄산화속도는 50에서 $700\;g-CH_4\;m^{-2}\;d^{-1}$로 보고되고 있다. 또한, 실제 매립지에 파일럿 규모의 바이오커버/바이오필터를 설치하여 메탄 배출 저감 효과에 관한 연구도 진행되고 있다. 매립지의 메탄 배출 저감은 탄소배출권 거래와 연관될 수 있으므로, 바이오커버/바이오필터에 의한 메탄 저감량을 정확하게 평가하는 것이 매우 중요하다. 그러므로, 매립지 현장에 설치된 바이오커버/바이오필터의 성능을 평가하는 방법은 표준화되어야 하며, 메탄 저감량을 정확하게 정량화할 수 있는 방법 개발이 필요하다.

• Journal of Pharmaceutical Investigation
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• 제35권6호
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• pp.417-422
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• 2005

This study was aimed to design and formulate the moisture-activated patches containing ofloxacin and lidocaine for antibacterial and local anesthetic action. The solubility of lidocaine at $32^{\circ}C$ in various vehicles decreased in the rank order of PG $759.5{\pm}44.5\;mg/mL$ > PGL > IPM > PEG 300 > PEG 400 > Ethanol > PGMC > DGME > PGML > OA > $Captex^{\circledR}\;300$ > $Captex^{\circledR}\;200$ > water $(4.0{\pm}0.1\;mg/mL)$. Ofloxacin revealed very low solubility, which the highest solubility was obtained from PEG 400 $(18.7{\pm}6.3\;mg/mL)$ among the vehicles used. The addition of lactic acid increased the solubility of ofloxacin dramatically; the solubility at 5% lactic acid was $133.7{\pm}9.7\;mg/mL$. As $2-hydroxypropyl-{\beta}-cyclodextrin$ was added at the concentrations of 40, 80, 120, 160 and 200 mM, the solubilities of lidocaine and ofloxacin were enhanced up to three and two times, respectively, with concentration-dependent pattern. Gel intermediates for filmtype patches were prepared with mucoadhesive polymer, viscosity builders, lidocaine or ofloxacin at pH values from 5 to 7. Gels were cast onto a release liner and dried at room temperature. Dried patch was attached onto an adhesive backing layer, thus forming a patch system. Patches containing a single drug component were characterized by in vitro measurement of drug release rates through a cellulose barrier membrane. The release study was carried out at $37^{\circ}C$ using a Franz-type cell. Receptor solutions were isotonic phosphate buffers (pH 7.4). Samples $(100\;{\mu}L)$ were taken over 24 hours and quantitated by a verified HPLC method. The releases from all tested were proportional to the square root of time. The release rates were 0.9, 157.3 and $281.7\;{\mu}g/cm^{2}/min^{1/2}$ for the lidocaine patches and 19.8,37.2 and $50.7\;{\mu}g/cm^{2}/min^{1/2}$ for the ofloxacin patches at the concentrations of 0.3, 0.5 and 1 %, respectively. The release rates were dose dependent in both drug patches $(R^{2}\;=\;0.9077\;for\;lidocaine;\;R^{2}\;=\;0.9949\;for\;ofloxacin)$ and those were also thickness-dependent $(R^{2}\;=\;0.9246\;for\;lidocaine;\;R^{2}\;=\;0.9512\;for\;ofloxacin)$.