• 한국수자원학회:학술대회논문집
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• 한국수자원학회 2009년도 학술발표회 초록집
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• pp.2179-2183
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• 2009

As urbanization is progressed, the network for distributing water in a basin become complex due to the spatial expansion and parameter uncertainties of water supply systems. When a long range water supply plan is determined, the total construction and operation cost has to be evaluated with the system components and parameter uncertainties as many as possible. In this paper, the robust optimization approach of Bertsimas and Sim is applied in a hypothetical system to find a solution which remains feasible under the possible parameter uncertainties having the correlation effect between the uncertain coefficients. The system components to supply, treatment, and transport water are included in the developed water supply system and construction and expansion of the system is allowed for a long-range period. In this approach, the tradeoff between system robustness and total cost of the system is evaluated in terms of the degree of conservatism which can be converted to the probability of constraint violation. As a result, the degree of conservatism increases, the total cost is increased due to the installation of large capacity of treatment and transportation systems. The applied robust optimization technique can be used to determine a long-range water supply plan with the consideration of system failure.

• 한국환경보건학회지
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• 제35권5호
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• pp.365-375
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• 2009

Agriculture reservoirs need a systematic approach that can control water purity and water improvement. The area under study, Bunam Lake exceeds the agricultural water standard level due to contamination from the upper stream. When the Taean Enterprise City was planned, the water quality improvement plan was applied to minimize the environmental change. However, in order to continuously maintain the water quality in the Bunam Lake, it was essential to apply the Total Pollution Load Management System (TPLMs). In order to achieve the targeted water quality in the Bunam Lake, standard flow rates and targeted water quality levels were applied to obtain the loading capacity which is as follows : BOD 1,891.2 kg/d, T-N 1,945.7 kg/d, T-P 131.7 kg/d. Also, the regional development load was calculated as, BOD 1,083.6 kg/d, T-N 942.2 kg/d, T-P 61.8 kg/d, which is required to be deceased :- by BOD 378.4 kg/d, T-N 198.9 kg/d, T-P 31.6 kg/d in order to safely achieve the targeted water quality in the Bunam Lake.

• 한국터널지하공간학회 논문집
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• 제13권6호
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• pp.463-499
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• 2011

지중에 건설되는 터널은 대부분 지하수위 하부에 위치하므로 지하수 처리문제는 터널의 장기운영에 있어 매우 중요하다. 배수형 터널의 경우 수리기능이 원활하면 라이닝에 수압이 작용하지 않으나 장기 운영으로 인해 배수시스템의 열화가 진행되면서 라이닝 배면에 잔류수압이 작용할 수 있다. 본 연구에서는 배수재 및 배수공 폐색 조건에 따른 터널에 작용하는 수압분포를 ICFEP프로그램을 활용하여 수치해석적으로 고찰하고 현재 적용중인 잔류수압과의 비교 분석을 통해 라이닝에 작용하는 합리적인 잔류수압 적용 방안을 검토하였다.

• 한국수자원학회:학술대회논문집
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• 한국수자원학회 2004년도 학술발표회
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• pp.204-208
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• 2004

In the forthcoming 21C, the barometer of cultural lives depends on that the water demand will increase or not. On the opposite site of that, the small watersheds will influence directly on how to cover the surface of watersheds with land use, no planning developing watersheds, and the rearrangement of small rivers. Espacially as the exordinary climatic phenomena, water resources and water content of the small watersheds will be confused oil exactly not to make a plan of water resources. This study area has four small watersheds groups in Gangwon-Do Province, that is, group I five small river watersheds including Changchoncheon etc., group II fiver rivers watersheds including to Hwalsanmogicheon etc., group III five small river watersheds including Singicheon etc., group IV including to Sabulanggolcheon etc. According to the land use such as dry field(or farm), ice field, forest land, building lot arid others, in small watersheds, the amount of runoff will be impacted by precipitation. The comparison between the runoff was getting from Kajiyama Formular and calculated runoff from multi-linear regressed equations by land use percentage was performed. Its correlation which was estimated by coefficient of correlation will be accepted or not, as approched 1.00000 values. As the monthly water resources amount is estimated by multi-linear regressed equations, we make a plan to demand and supply the water quantity from small river watersheds during any return periods.

• 대한환경공학회지
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• 제32권6호
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• pp.563-580
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• 2010

2009년 환경부는 '농어촌지역 하수도정비 종합계획'을 발표하면서 도시지역과 농촌지역의 하수도 서비스 격차를 줄이고 농어촌지역의 생활환경을 개선하기 위하여 2015년까지 약 4조 7천억 원의 예산을 투입하여 농어촌지역의 하수도 보급률을 75%까지 향상하겠다고 밝혔다. 하지만 이번 종합계획은 소규모하수도의 문제점을 정확히 파악하지 못하고 있어 하수도 보급률 증가에 따른 수질개선 효과는 기대하기 어려울 것이다. 따라서 본 연구에서는 경기도의 2개 지역 마을하수도 정비 사례를 중심으로 마을하수도의 문제점과 해결방안에 대해서 알아보고, 종합계획을 추진하는데 고려되어야 할 사항들에 대해서 논의하고자 한다. 현장조사를 통하여 하수의 불균등 유입, 저유량, 저부하 등의 문제가 공통적으로 발생하고 있는 것을 파악하였다. 유입되는 부하량에 맞게 처리시설의 운전 방법을 개선해야 하지만 대부분의 시설들이 설계시 제시된 운전인자로 운전되고 있어 처리효율이 저하되는 것으로 조사되었다. 정밀진단에서는 문제점에 대한 해결방안으로 유량균등화, 포기/ 비포기 비율 조절 등을 검토하여 현장에 적용하였으며, 그 결과 유기물 및 탈질산화 반응에 의한 T-N의 처리효율 개선되는 것을 확인할 수 있었다.

• 대한환경공학회지
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• 제33권5호
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• pp.378-383
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• 2011

수질오염총량관리제는 유역에 설정된 오염물질 항목별 목표수질을 만족할 수 있도록 배출부하량을 총량적으로 관리하기 위해서 도입되었다. 그 동안 4대강 수계를 대상으로 수질오염총량관리제를 시행하면서 여러 가지 문제점이 발생되었다. 이러한 문제점들이 일부 보완되었지만, 아직도 중앙정부와 지방자치단체간의 역할에 대한 부분은 명확하게 정립되어 있지않다. 따라서 본 연구는 수질오염총량관리제의 효율적인 시행을 위한 중앙정부와 지방자치단체간의 역할을 제시하였다. 먼저, 중앙정부는 국가하천의 주요지점에 수질기준 및 대상항목을 포함하는 환경기준을 설정하고, 지방자치단체는 해당유역에서 대상항목의 목표수질을 설정해야 한다. 또한, 지방자치단체는 지류하천의 수질개선정도를 파악하기 위하여 하천의 수질 및 유량모니터링을 지속적으로 시행하여야 한다. 특히, 중앙정부의 유역환경청은 전체 수계를 대상으로 수질오염총량관리 기본계획을 수립하여야 하며, 지방자치단체는 목표수질을 초과하는 단위유역을 대상으로 시행계획을 수립하여야 한다. 수질 오염총량관리 이행평가는 기초자치단체에서 지류하천의 수질 및 유량을 모니터링을 통하여 매년마다 단위유역의 목표수질 만족여부 만을 평가해야 한다. 수질오염총량관리 이행평가보고서는 단위유역의 목표수질 초과에 대한 원인분석을 포함하여 계획기간 최종년도에 유역환경청에 제출하여야 한다.

• 한국수자원학회:학술대회논문집
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• 한국수자원학회 2006년도 학술발표회 논문집
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• pp.746-751
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• 2006

The geumjunggu of the onchunchun which is the upper stream have been maintained as a too much picture to become a concrete lining about existing low flow channel and the reservoir water protecting banks for the reason of the flow of an upper stream steep slope and back of the shortage of the channel area in a suitableness interval. This research made a rating-curve to decide since to ensure against risks to the flood control through the undo of the rivers. And we found the speed of current of a nature undo interval and existing concrete interval and water level change out. A result from this natural disposition we must apply as a data for the research about the plan to be established in the rivers maintenance basis plan of onchunchun.

• 한국해양공학회지
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• 제5권1호
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• pp.25-34
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• 1991

An accurate estimation of water level variation when thewaves propagate to the coastal regionis very important for the port and harbor development plan. This study describes the application of a hybrid element model to harbor oscillation problem due to the construction of shore structure and implementation of shore boundary. The site selected is Pusan Harbor area with the third development and the Artificial Island plan. The observed water level changes at the site are compared with the result of the numerical experiment. The model gives a very important prediction of water level changes for navigation and harbor design.

• 한국소음진동공학회:학술대회논문집
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• 한국소음진동공학회 2000년도 춘계학술대회논문집
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• pp.165-171
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• 2000

The study about a drainpipe of water closet was performed as reduction plan on drainage noise for water closet, which of noise in plumbing systems was being indicated the major point at issue in apartment houses. A drainpipe of water closet is divided into a sleeve, a joint elbow and a traversing pipe, through the result of experiment, for an effective noise reduction in a drainpipe a threefold joint elbow is proposed among parts. And through the experiment of performance with glasswool, the removal of glasswool should be in the economical efficiency aspect.

• 한국관개배수논문집
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• 제19권1호
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• pp.77-86
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• 2012

The aim of this study was to analyze the operation plan for heightened agricultural reservoir, in terms of water supply to downstream paddy fields and instreams. Operation of agricultural reservoir before the heightened reservoir project is easy to manage because of its single purpose, which is irrigation water supply. However, after proceeding the heightened project, there is needed to be set the operation rule because of its multiple purpose, which is water for irrigation and supply to the stream. In this paper, propose the method of design the criteria of supply to the stream and operation rule curve for the heightened reservoir. According to simulation results by proposed operating rule for the Gumsa reservoir, the yearly amount of water supply to the stream can be 2,588 thousand $m^3$, 3 times of the heightened space (2,588 thousand $m^3$).