• 한국수자원학회:학술대회논문집
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• 한국수자원학회 1999년도 학술발표회 논문집
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• pp.238-243
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• 1999

• 대한기계학회논문집B
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• 제30권2호
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• pp.95-100
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• 2006

Electrostatic precipitators(EPs) have low pressure drop and high dust collection efficiency and are widely used for industrial dust collectors. The current-voltage characteristics, which are important to maintain high dust collection efficiency, depend on several factor: discharge electrode shape, gas flow property, dust loading etc. In this study, experiments are performed to investigate the current-voltage characteristics of the corona discharge of various electrode geometries and an empirical model is proposed to predict current-voltage characteristics of the corona discharge. The corona onset voltage correction coefficient$(\alpha)$ and the geometry correction coefficient$(k_g)$ are used to the conventional equation for wire-plate type discharge electrode. The corona onset voltages are -6.3kV and almost constant when the numbers of discharge pins are varied from 3 to 9. The length of discharge pins has very sensitive effects on the corona onset voltage. They are increased from -6.3 to -7.8kV when the discharge pin length are 8.5 and 4.5mm, respectively. The empirical model shows good agreement with experimental results and can predict the effects of discharge pin length and number.

• 전자공학회논문지
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• 제51권8호
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• pp.195-201
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• 2014

본 논문에서는 도광판(LGP, Light Guide Panel)의 미세먼지 세정을 위해 건식 점착롤 제진과 코로나 대전을 이용한 제전(ESD, electrostatic discharge) 방식을 적용한 건식 세정 장치를 개발한다. 이를 위해 점착롤 제진과 제전 방식을 혼합 적용할 수 있는 세정 메커니즘을 설계하고, LGP를 자동으로 로딩/언로딩 및 이송할 수 있는 장치를 설계하고 구현한다. 그리고 이물질 및 미세먼지 세정 실험을 통해 개발된 시스템이 안정적으로 동작함을 확인하였다.

• 한국지반공학회논문집
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• 제18권1호
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• pp.59-70
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• 2002

연직배수공법에서 과잉간극수를 배제하기 위해 연직배수재와함께 수평배수층이 지반 위에 설치된다. 이 논문에서는 수평배수층의 통수능을 고려한 압밀해석 방법을 개발하고 수평배수층의 소요통수능을 결정하는 공식을 제안하였다. 이 해석으로부터 성토하중의 재하속도의 영향은 매우 적다는 것을 알게 되었다. 이 공식에서는 압밀계수, 연직배수재의 타설간격, 수평배수층의 배수거리, 압축지수 및 압밀침하 대상층의 두께의 함수로 소요통수능의 결정이 가능하다.

• 한국전기전자재료학회:학술대회논문집
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• 한국전기전자재료학회 2001년도 춘계학술대회 논문집 유기절연재료 전자세라믹 방전플라즈마 연구회
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• pp.33-37
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• 2001

Recently, the HFPD measurement testing is widely used in partial discharge measurement of HV machines because HFPD measurement testing receives less influence of external noise and has a merit of good sensitivity. Also HFPD testing is able to offer the judgement standard of degradation level of HV machine and can detect discharge signals in live-line. Therefore it is very useful method compare to previous conventional PD testing method and effective diagnosis method in power transformer that requires live-line diagnosis. But partial discharges have very complex characteristics of discharge pattern so it is required continuous research to development of precise analysis method. In recent, the study of partial discharge is carrying out discover of initial defect of power equipment through condition diagnosis and system development of degradation diagnosis using HFPD(High Frequency Partial Discharge) detection. In this study, simulated transformer is manufactured and HFPD occurred from transformer is measured with broad band antenna in real time, the degradation grade of transformer is analyzed through produced patterns in simulated transformer according to applied voltages.

• 한국지반환경공학회 논문집
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• 제12권10호
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• pp.39-49
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• 2011

최근 연약지반에서는 공사기간 중에 압밀에 의한 침하량이 빠르게 일어날 수 있도록 압밀시간을 단축시키는 압밀촉진공법 중 하나인 PBD공법이 적용되고 있다. 이는 시공의 용이성과 경제성을 지닌 압밀촉진 공법 중 하나이다. PBD는 통수능력이 연약층의 두께에 비례하여 영향을 크게 받는 성질이 있으며, 배수재 타설 방법과 관련하여 배수재 타입 시 사용되는 맨드럴, 타입기기 및 방식에 의한 주변지반의 교란영향으로 배수성능이 저하되는 등 문제점이 있다. 또한 지반조건, 시공조건, 토질특성에 따라 통수능의 편차가 크게 나타나며 PBD타설 후 강우나 성토재료 수급의 불안정 등 기타 현장여건에 따라 성토 재하중을 바로 실시하지 못해 수개월 동안 방치에 따른 배수재 통수능의 문제점 및 분석이 미흡한 실정이다. 따라서 본 연구에서는 방치기간에 따른 PBD 통수능의 영향인자를 분석하기 위한 복합 통수능 시험을 실시하여 지반개량 및 통수능 평가를 하였다. 원통형 실린더에 배수재를 고정한 후에 교반한 시료를 투기한 후 0day, 30day, 60day, 90day 방치시킨 후에 가압장치를 사용하여 30, 70, 120kPa의 하중을 가해 실험을 수행하였다. 실험결과, PBD 타설 후 방치기간이 길어질수록 통수능이 감소하는 것을 확인할 수 있었다. 이는 장기간 방치에 따른 PBD필터의 흡습에 기인된 크리프 변형으로 통수단면의 감소가 원인이라고 판단할 수 있다.

• 무역상무연구
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• 제69권
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• pp.85-105
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• 2016

The fact that one of the parties to the sale contract has had to pay demurrage to the shipowner under LD clauses in the charterparty does not of itself mean that he can recover that loss from his sale counter party under the sale contract: the route to such recovery is through express clauses in the sale contract itself. LD clauses in a sale contract stand free and independent of their counterparts in the relevant charterparty. LD clauses in a sale contract should be construed and applied as clauses in sale contracts, not as adjuncts to charterparties. Their interpretation should therefore be coloured not by decisions on laytime and demurrage in charterparties, but by their relationship to the contractual duties of CIF and FOB sellers and buyers. The results discussed here have implications for the drafting of LD clauses in sale contracts. If unwelcome surprises are to be avoided, it seems to advisable to start from the principle: what exactly do traders want or need in LD clauses. They need a clause which covers them against charterparty losses where those losses are the result of dealy caused by the counterparty to the sale contract. The parties to the sale contracts are well advised to prepare LD clauses concentrating on that purpose and bearing in mind the followiing questions. First, should the loading and discharge code in the sale contract appear in traders' or trade associations' standard terms and conditions or should they be left to ad hoc negotiation in contract sheets? Second, should that code be as complete as possible, covering loading or discharge periods or rates, demurrage and despatch, or is it enough for only some of those matters to be covered explicitly, leaving other matters to be governed" as per charterparty"? Third, does the introduction or incorporation of a stipulation for the giving of a notice of readiness make the start of laytime more or less predictable as between seller and buyer? Finally should a loading and discharge code in a sale contract actully be called a "laytime and demmurrage clauses"?

• 기술사
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• 제18권3호
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• pp.28-35
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• 1985

As the paper industry consumes much water in process and discharge wastewater containing suspended solid and COD(chemical oxygen demand), relevant law against this discharge has been set up to limit the total containment of COD in discharge. This study has been carried out to improve the treatment method for the soluble COD in wastewater produced during the process of paste-board production, which is made of semichemical pulp and waste paper. Applicated methods are, O$_2$AS : O$_2$ activated sludge process DAS : Deep well activated sludge process SAS : standard activated sludge process and proper combination of DAS and SAS 1) As a result of this experiment, we get the following conclusion between in COD sludge loading "X" and COD removable rate in the process of treating waste-water. COD removable rate(％)=(0.778+0.0146/X)${\times}$100(％)……(7) 2) In case that the COD sludge loading is high, it has been cleared out that the COD removable rate shall become low due to unknown unsoluble substances contained in the process. Meanwhile, to increase the efficiency rate of treatment, it is thought to be necessary, to provide long-time contacts with activated sludge. 3) Once the COD of original waste-water and the target COD of treated water are decided, COD sludge loading is obtained from equation(7), and capacity of aeration tank in the effective systems such as O$_2$AS, DAS, to bet the required COD removable rate can be decided. Therefore the choice among SAS, O$_2$AS, DAS methods is made in consideration of required COD removable rate and allowable installation area. 4) In the sedimentation tank with sludge bulking, it is possible to increase the COD removable rate by 3～7％ but still there exist many obstacles to manage this operation.

• 상하수도학회지
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• 제8권2호
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• pp.43-52
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• 1994

In this paper, the unit processes in the typical water treatment plant, which need to be expanded because the water demand is over the existing water treatment capacity in the near future, were carefully examined to upgrade the water treatment plant. The models were installed in the fields as a distorted model based upon the hydraulic similitudes. The models having the constant discharge ratio in the unit processes between the model and the prototype were installed as two units to compare the treatment efficiencies. The capacity of the individual unit, which is a model of the prototype of $250,000m^3/day$ capacity, was $24m^3/day$. In the mixing and flocculation experiments, the mixing intensity of flocculators G was selected as the main experimental item. The optimal mixing intensities G, which are 65/sec for experimental discharge of $1m^3/hr$ and 85/sec for experimental discharge of $1.3m^3/hr$, are identified based upon the comparison the relative turbidity removal efficiencies. Also, the outlet weir loading was selected as the main experimental item in the sedimentation process. Through the continuous experiments with the main experimental items of the mixing intensity of flocculators G and the outlet loading of the weir in the sedimentation basin, about 20% upgrading compared to the existing water treatment capacity was obtained.

• Fisheries and Aquatic Sciences
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• 제8권3호
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• pp.167-176
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• 2005

Atmospheric deposition and riverine waters were sampled throughout a year, to estimate the loading fluxes of polycyclic aromatic hydrocarbons (PAHs) into the Masan Bay and its vicinity, Korea. Atmospheric deposition fluxes of total PAHs in the surveyed area varied from 62.2 to 464 ${\mu}g/m^2/year$. Concentration of total PAHs in water samples from six rivers ranged from 34.6 to 239 ng/L. Contribution of the carcinogenic PAHs to the total PAHs occupied $38\%$ and $50\%$ for atmospheric deposition and river waters, respectively. Atmospheric deposition fluxes and water concentrations of PAHs were slightly low or moderate to those in locations from some countries. Correspondence analysis was used to investigate the loading characteristics of PAHs according to transport routes. Atmospheric deposition samples were corresponded to higher molecular aromatics of PAHs, while riverine water samples were associated with lower molecular weight of PAHs. The results indicate that the higher-molecular-weight PAHs can be primarily transported by atmosphere deposition and the lower-molecular-weight PAHs can be mainly contaminated by riverine discharge into the Masan Bay and its vicinity. Loadings fluxes of PAHs into the Masan Bay and its vicinity were 39.2 g/day via atmosphere and 10.3 g/day via rivers, showing that atmospheric input was about 4 times higher than riverine one. Therefore, in order to minimize the contamination burden of PAHs from terrestrial sources to the Masan Bay and its vicinity, the control and management of PAHs deriving from atmosphere will be necessary.