• Proceedings of the Korean Association of Geographic Inforamtion Studies Conference
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• 한국GIS학회 2008년도 공동춘계학술대회
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• pp.232-237
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• 2008

지하시설물은 상수, 전력, 가스를 공급하고, 하수를 처리하는 동시에 정보통신망을 구축하는 중요한 도시기반시설이기 때문에 지하시설물에 관한 정보가 상당히 중요하게 대두되고 있다. 기존의 도시시설물들은 지상에 설치되어 왔으나 도시의 집중화에 따른 건설안전, 도시 미관, 유지 관리의 용이성을 위하여 시설물을 지하에 매설하는 경향이 높아짐에 따라 이러한 지하시설물의 효과적인 유지관리가 필요하게 되었다. 본 연구에서는 지하시설물 중 상 하수도 정보의 3차원 영상 가시화 기능을 개발하여 도시 지하시설물의 체계적인 관리 기술 및 안전성 확보하고자 하였다. 연구 대상으로 한 3차원 영상 가시화 항목은 현행 도시 관리 체계에서 다루고 있는 지리적 범위내의 지하시설물 중 상 하수도 시설물이다. 도시 지하시설물의 3차원 시각화를 위하여 지하시설물의 항목 별 분류를 수행하였으며 지하시설물의 3차원 시각화 적용 방안에 대한 연구를 수행하였다. 또한 지하시설물 항목별 데이터 관리 방안을 수립하여 3차원 관리 대상 데이터를 제시하였으며 가시화 테스트를 통하여 3차원 영상 가시화 기능을 검증하였다. 본 연구에서 제시한 지하시설물의 3차원 시각화 기능은 도시 지하시설물 관리 기술의 혁신을 선도한 것으로 기대한다.

• Journal of Wetlands Research
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• 제15권4호
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• pp.453-460
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• 2013

Rural area sewage distribution rate is 40 % less than urban area. Previous research results announced that one of the reason in water resource pollution was caused of low rural area sewage distribution rate. Analysis on operation result of 11 RCSTP in Bong-hwa area which is located at the upper region of An-dong Dam and Im-ha Dam. Based on operation result, an analysis on characteristics of wastewater in Bong-hwa and treatment efficiency of installed treatment process was conducted. The wastewater influent of Bong-hwa contained high organic matter and nutrient than those of urban area. Treatment process showed totally stable treatment efficiency. But, The treatment efficiency for nutrient showed high fluctuation. This result means which is need to operation condition control of nutrient treatment when operating RCSTP.

• Journal of Korean Society of Water and Wastewater
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• 제31권6호
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• pp.551-566
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• 2017

As the modern society is rapidly developing and people become affluent in materials, many new chemical compounds in different forms of products (e.g., antibiotics, pesticides, detergents, personal care products and plastic goods) are produced, used, and disposed of to the environments. Some of them are persistently having a harmful impact on the environment and mimicking endocrine properties; in general they are present in the environment at low concentrations, so they are called organic pollutants. These organic micropollutants flow to sewage treatment plants via different routes. In this study, the generation characteristics, exposure pathways, detection levels, and environmental impacts of organic micropollutants were critically reviewed. In addition, currently available risk assessment methods and management systems for the compounds were reviewed. The United States Environmental Protection Agency (US EPA), for example, has monitored organic micropollutants and set the monitoring and management of some of the compounds as a priority. To effectively manage organic micropollutants in sewer systems, therefore, we should first monitor organic micropollutants of potential concern and then make a watch list of specific substances systematically, as described in guidelines on listing water pollutants in industrial wastewater.

• Journal of Korean Society of Environmental Engineers
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• 제32권6호
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• pp.563-580
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• 2010

In 2009 the Korea Ministry of Environment announced 'A Comprehensive Plan for the Improvement of Sewer Service in Rural Area' aiming at reduction of the sewer service gap between urban and rural areas as well as improvement in the residential environment of the rural area. According to the plan, the sewer system supply rate for the rural area is expected to reach up to 75% until 2015 with the budget of 4.7 trillion won (Korean currency). It is not certain, however, that the increase in the sewer system supply rate will accompany improvement of water quality in receiving water because several veiled problems that can occur in small-scale sewer treatment plants are poorly addressed in the plan. In this study, those issues for the small-scale sewer treatment plants and their solutions were discussed based on a case study in which we investigated 19 treatment facilities at two rural regions in Gyeonggi province. This study also included strategies useful for the plan. From the results of investigation, some problems, e.g., high hourly variations but low in flowrates and low mass loading were commonly identified. Although operation parameters in sewer treatment plants require to be modified depending on the mass loading, most of the plants were operated with the initial design parameters which causes the decrease of removal efficiency. In the intensive diagnosis, we arranged and applied solutions (e.g., flow equalization, air on/off time control, etc) to the two selected plants and found out improvement of effluent water quality, especially organic matters (COD and SS) and T-N with better denitrification performance.

• 한국상하수도협회지
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• 통권13호
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• pp.84-93
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• 2006

• The Magazine of the Society of Air-Conditioning and Refrigerating Engineers of Korea
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• 제36권11호
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• pp.43-51
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• 2007

• 한국상하수도협회지
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• 통권7호
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• pp.28-33
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• 2004

• 한국상하수도협회지
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• 통권7호
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• pp.127-135
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• 2004

• The Magazine of the Society of Air-Conditioning and Refrigerating Engineers of Korea
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• 제36권12호
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• pp.42-47
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• 2007

• Journal of Korean Society of Water and Wastewater
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• 제21권2호
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• pp.165-175
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• 2007

Performance indicators haven't been used for the assessment of the wastewater treatment facility or management in Korea yet, therefore they are going to be important parts in wastewater utilities because they are used to understand present situation and to compare one with other wastewater utilities. In this study, we used performance indicators to assess the condition of wastewater utilities and they were divided into four categories (A, B, C, and D). A category represented the condition of the planning & construction and composed of wastewater supply, disaster defence and employees. B category represented maintenance of wastewater utilities and were composed of manhole, sewer, and technical employees. C category showed the operation efficiency of wastewater utilities and D category represented the environmental load. To analyze the situation of wastewater utilities overall, cluster analysis was performed using four categori' es indicators. And CCC (Cubic Clustering Criterion) and R-square were used to decide the proper number of clusters, and wastewater utilities of 48 cities were divided into 5 groups(I, II, III, IV, and V groups). Each cluster was analyzed by average and standard deviation to understand the situation of wastewater utilities. A group analysis showed that IV and V clusters were insufficient, B group showed that I and IV groups were insufficient, C group showed all clusters are above average, and D group was also like C group.