• Journal of Korean Society of Environmental Engineers
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• v.28 no.2
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• pp.223-228
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• 2006

High-performance liquid chromatography(HPLC) and fluorescence derivatization were applied for a trace-level N-nitrosodimethylamine(NDMA) analysis of water samples. Fluorescence intensity was optimized with the excitation wavelength of 340 nm and the emission wavelength of 530 nm. pH adjustment after denitrosation was necessary to get a maximum intensity at pH between 9 and 12. Maximum intensity was found with a dansyl chloride concentration of 330 to 500 mg/L. Percentile error in the water sample analyses through solid phase extraction was 12-162% and 6-23% for the lower concentration level(10-200 ng/L NDMA) and the higher level(100-1000 ng/L NDMA), respectively, showing more discrepancy in lower level. However, the average ratios of estimated NDMA to the standard NDMA were close to 1 for both concentration ranges, presenting this HPLC method could detect from tens to hundreds nanograms NDMA per liter. Accurate determination of NDMA, which was injected to a wastewater effluent, revealed the selectivity of fluorescence derivatization for the target compound(NDMA) in the presence of complex interfering compounds. The HPLC with fluorescence derivatization may be applicable for determining NDMA of water and wastewater samples fur various research purposes.

• Journal of Korean Society of Environmental Engineers
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• v.39 no.5
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• pp.237-245
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• 2017

This study was aimed at investigating effluent water quality and proposing reuse possibilities for 12 sewage treatment plants discharged more than $5,000m^3/day$ in order to recycle the sewage treatment plant effluent of Jeollabuk-do effectively. Additionally, a laboratory scale test for reprocessing water discharge was performed. Categories of reclaimed sewage water reuse were divided into 7 topics and analyzed a total of 28 items including 16 heavy metals based on water quality standard. As a results, color, BOD, TN, chloride and Electrical Conductivity (EC) exceeded reused water quality standard. In particular, color and TN exceeded in 8 and 5 sewage treatment plants, respectively. The value of chloride and EC were high in sewage treatment plants including the food and industrial wastewater. At 4 sewage treatment plants were possible to reuse without re-treatment. The laboratory scale test was conducted to SandFilter (SF)-Granular Activated Carbon (GAC)-MicroFiltraion (MF)-Reverse Osmosis (RO). Both the removal efficiencies and economic feasibility of total E. coli., color and Suspended Solid (SS) suited in case using the SF-GAC treatment method. The removal of chloride and EC had little effect in the case of SF-GAC-MF system, but RO showed over 90% of removal efficiency. After using SF-GAC process only, the concentration of $UV_{254}$ decreased sharply from 0.3651 /cm to 0.0306 /cm and it showed over 92% of removal efficiency rate. In conclusion, for the effective reuse of sewage discharged water, water quality and the surrounding terrain of treatment plants should be all taken into account. If it needed for the reprocessing, both the selection for treatment and economic combination treatment methods will have to be considered.

• Journal of Korean Tunnelling and Underground Space Association
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• v.19 no.4
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• pp.651-668
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• 2017

For initial stability of the tunnel, the primary support, Shotcrete and rockbolt shall be placed in the most appropriate time. This is because the role of such support plays a vital role in long-term and short-term tunnel stability. In this study, the rock bolt is an important supporting system that receives the external pressure generated by the stress relaxation during tunnel excavation as axial force and transmits it to the shotcrete on the tunnel excavation surface. Until now, most of the materials of rock bolts have been used in the field, but there have been many problems such as uncertain quality of Chinese materials entering the market, poor packing due to falling down of rock bolts when filled with mortar, and corrosion due to water. Therefore, in this study, we have developed a high strength steel pipe rock bolt using Autobeam material to solve and improve various problems of existing rock bolts. In order to evaluate the performance of the developed bolt, field tests were carried out and the existing mortar filler in order to improve the performance of the rock bolt, the design and construction criteria were studied and the results were included in this paper.

• Journal of Korean Society of Environmental Engineers
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• v.35 no.4
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• pp.276-282
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• 2013

The reclaimed water has been highlighted as a representative alternative to solve the lacking water resources. This study examined the reduction of residual free chlorine by temperature (5, 15, $25^{\circ}C$) and initial injection concentration (1, 2, 4, 6 mg/L) in the reclaimed water and carried out propose on the calculating method of the optimal chlorine dosage. As the reclaimed water showed a very fast reaction with chlorine at the intial time comparing to that of drinking water, the existing general first-order decay model ($C_t=C_o(e^{-k_bt})$) was not suitable for use. Accordingly, the reduction of residual free chlorine could be estimated in a more accurate way as a result of applying the exponential first-order decay model ($C_t=a+b(e^{-k_bt})$). ($r^2$=0.872~0.988). As a result of calculating the bulk decay constant, it showed the highest result at 653 $day^{-1}$ under the condition of 1 mg/L, $25^{\circ}C$ for the initial injection whereas it showed the lowest result at 3.42 $day^{-1}$ under the condition of 6 mg/L, $5^{\circ}C$ for the initial injection. The bulk decay constant tends to increase as temperature increases, whereas the bulk decay constant tends to decrease as the initial injection concentration increases. More accurate calculation for optimal chlorine dosage could be done by using the experimental results for 30~5,040 min, after the entire response time is classified into 0~30 min and 30~5,040 min to calculate the optimal chlorine dosage. In addition, as a result of calculating the optimal chlorine dosage by temperature, the relationships of initial chlorine demand (y) by temperature (x) could be obtained such as y=1.409+0.450x to maintain 0.2 mg/L of residual free chlorine at the time after 4 hours from the chlorine injection.

• Journal of the Korea Society of Computer and Information
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• v.9 no.3
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• pp.45-53
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• 2004

The fact that the end-user response time could become unacceptable in the 2-tier C/S system has been well known to C/S system developers. But inexperienced new developers who want to provide mobile solutions using PDA sometimes do not realize the ominous consequences of the 2-tier C/S systems. Except for the easy of development. the 2-tier C/S system has many weak points like in application deployment, security, scalability, application reuse, heterogeneous DBMS support, availability. and response time. This paper analyzes the response time in the 2-tier and 3-tier C/S systems through simulation. Although the problem space is confined to the 2 and 3 tiers, the result could be equally applied to any multi-tier systems.

• Proceedings of the Korean Society of Agricultural Engineers Conference
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• 2002.10a
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• pp.421-424
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• 2002

Deterministic and probabilistic approaches to the design of ultraviolet (UV) disinfection system for water reclamation are reviewed and discussed. The high inactivation of TC, FC and E. coli by UV disinfection was demonstrated and the inactivations of TC, FC and E. coli were 97%, 98% and 99%, respectively. Within the range of 0.3-4.5mWs/cm, the effect of UV does on the inactivation ratio was not observed. However, in the highest wattage of UV lamp, 39W, the inactivation ratio of TC, FC and E. coli was 100%, regardless of the UV does so the UV density was more effective on inactivation ratio of TC, FC and E. coli rather than UV does. Under the 0.4 mWs/cm and 16W of UV lamp, the effect of dissolved organic matter and turbidity on the inactivations of TC, FC and E. coli could not be observed in this study within the range of 0-60mg/L and 0-40 NTU respectively.

• Proceedings of the KIEE Conference
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• 2004.04a
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• pp.278-280
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• 2004

판토그라프는 전차선(catenary)으로부터의 전류를 차량에 전달하는 장치로서 전동차 지붕 위에 설치되어 있다. 판토그라프의 설계 목표는 고속 및 다양한 환경 조건하에서 연속적이고 일정한 량의 전류를 차량에 전달하도록 하는 것이다. 열차가 고속화될수록 전류의 흐름이 중단되는 이선, 접촉선과 판토그라프 집전판의 마모, 공력 소음 등이 큰 문제로 대두되며, 이들 문제들이 고속용 판토그라프의 설계 기술에서 중요시되고 있다. 특히 이선은 동력 전달이 중단될 뿐만 아니라 이선시에 발생하는 아크로 인한 마모 증대, 통신 장해를 일으킨다. 유럽과 일렬에서는 그러한 문제를 인식하고 고속용 판토그라프에 대한 연구를 활발히 진행하고 있다. 또한 저속전철이나 고속전철을 운행하는 나라에서는 기존의 가선계를 그대로 이용하면서 고속화를 달성하기 위하여 기존 가선계에 대한 최적의 판토그라프 설계에 노력을 기울이고 있다. 본 논문에서는 국내 기존선 고속화에 필요한 최고속도 180km/h급 틸팅차량시스템의 핵심 구성요소인 판토그라프 제어기술에 대한 연구를 통하여 보다 안전한 틸팅차량용 판토그프사양 개발하는데 목적이 있다.

• Proceedings of the Korean Society of Agricultural Engineers Conference
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• 2005.10a
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• pp.661-666
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• 2005

Wastewater reuse are exposed public health risk by pathogens. Therefore, this study was examined for microbial risk assessment after irrigation as treated wastewater in paddy rice plots. Five treatments were used: biofilter effluent, UV disinfected water, pond treatment, wetland treatment and conventional irrigation water. Risk assessment was calculated based on the beta-Poisson model by concentration of E. coli from 2003 to 2005. Monte-Carlo simulation (n=10,000) was used to estimate the risk characterization of uncertainty. The risk range was from $10^{-5}$ to $10^{-8}$ except biofilter effluent was $10^{-4}$ in June. The USEPA(1992) has recommended that risk of < $10^{-4}$ is acceptable level of safety for potable waters. In 2005, risk value was lower than 2003, 2004 because of the first irrigation for plowing water is lower E. coli concentration used tap water. It is shown that the first irrigation water quality was important for wastewater irrigation in paddy. UV disinfection and natural treatment used pond and wetland were thought to be an effective for wastewater reuse.

• Proceedings of the Korea Information Processing Society Conference
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• 2000.04a
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• pp.379-383
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• 2000

인터넷에서 멀티캐스트 그룹 통신을 하고 있는 이동 호스트가 접속지점을 수시로 바꿈에 따라 지속적인 멀티캐스트 응용에 참여하기 위해서는 이웃하는 멀티캐스트 라우터를 찾아내어 연결을 유지시켜야 한다. 기존 연구들은 주로 멀티캐스트를 지원하는 환경에서만 고려된 것들이다. 그러나 오늘날 대부분 라우터들은 멀티캐스트 서비스를 지원하지 않으며, 기존 연구들에서는 이를 터널링으로 해결하였다. 그런데 터널링은 경로 최적화 문제를 안고 있으며, 호스트 이동성의 본질적인 특성인 투명한 라우팅과 최적의 경로설정에 위배되는 문제점을 안고 있다. 본 논문은 멀티캐스트 기능을 지원하지 않는 망에서도 이동 호스트에게 멀티캐스트 응용 서비스를 제공할 수 있는 MRM-IP 방법을 제안한다. 이 방법은 이동 호스트가 인터넷에서 멀티캐스트 라우터가 장착되지 않는 망으로 이동했을 때, 종단 호스트와의 최적 경로를 이루는 최하단 멀티캐스트 라우터를 찾아 그룹 멤버로 원격가입 함으로써, 유니캐스트 한다. 이는 IETF의 양방향 터널링과 원격가입의 장점만을 이용한 것으로, 경로 최적화 문제를 해결하여 망에서 트래픽 지연을 줄일 수 있다.

• Proceedings of the Korea Water Resources Association Conference
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• 2015.05a
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• pp.149-149
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• 2015

한반도를 포함한 전 세계가 기후변화로 인한 가뭄과 홍수에 노출되어 있으며, 물 공급의 안정성 확보, 공공시설물과 재산 피해 등 엄청난 직 간접적인 경제적 손실이 발생하고 있다. 유역의 수문학적 거동 특성을 파악하는 일은 가뭄 및 홍수 등의 자연재해를 포함하여 수자원의 효율적 예측과 관리, 안정적인 용수공급 등을 위해 필수적인 요소이다. 특히 극치사상의 특성변화는 하천과 하천주변의 토사유입이나 침전 부유물의 재분포 등 유역 및 하천 생태계의 구조 및 기능에 영향을 줄 수 있는 요소이기 때문에 주의 깊게 살펴볼 필요가 있다. 따라서 본 연구에서는 한반도 다목적댐 중 20년 이상의 일유입량 자료를 보유한 8개 지점에 대해 일별, 계절별 변화와 기저유량에 대한 분석을 실시하였다. 또한, 태풍자료와 유역평균강우량자료를 활용하여 태풍으로 유입된 강우와 비태풍 강우를 분리하였다. 향후 극치사상에 대한 다양한 수문변화분석을 수행함에 있어 태풍과 집중호우 등 변화 요인을 분리하여 원인에 따른 변화를 진단하여 지속가능한 수자원 이용에 기초자료를 제공하고자 한다.