본 연구의 목적은 오수견의 구전적 설화를 중심으로 돌비의 출토 및 현 오수면 원동공원과의 연계성을 통해 오수의 지명적 가치를 분석하는 것이 다. 아울러 오수면에 위치한 의견공원, 김개인 생가 등 풍수적인 물형가치 를 찾아 구전에 합당한 공간을 설정하고, 이 설정이 구전적 오수의견(義犬) 과 부합하는 지리적 형상을 이해하고자 하였다. 오수의견은 구전이나 나름 의 역사성을 갖추고 있는 문헌적 사료(史料)가 있으며 그와 관련하여 오늘 날까지도 이 지역주민들의 사랑을 받고 있는 공간이기도 하다. 그러므로 오수면의 의견스토리가 담긴 공간성은 반려견문화 세계화에 따라서 더욱 그 의미의 확장성을 보일 수 있다. 이러한 관점에서 오수면의 정체성과 지 명 그리고 전반적인 인문학적 연구가 더욱 필요할 것이다. 또한 의견의 구 전적 이야기와 합치하는 풍수적 의견물형(義犬物形)을 더하고 구전적 오수 견 이야기의 토대를 돌비출현과 연관 지어 스토리의 완성적 공간을 확장하 였다. 본 연구는 단순히 구전적 이야기로만 전해오던 인간과 반려견(의견) 과의 인격적 애정관계를 통해서 그들 간의 생명관을 고찰함과 동시에 오수 의견 이야기의 실제적 역사로서 그 가능성을 살펴보고자 하였다. 또한 오 수의견 이야기의 주 무대로 알려진 오수면의 지명적 정체성을 알아보고 그 의미를 바탕으로 오수의견과의 연결성 있는 스토리를 찾아보고자 하였다.

When domestic sewage and rainwater runoff are discharged into a single sewer pipe, it is called a “combined sewer system.” The sewage design standards in Korea specify the flow velocity based only on the volume of rainfall; therefore, sedimentation occurs on non-rainy days owing to the reduced flow rate and velocity. This sedimentation reduces the discharge capacity, causes unpleasant odors, and exacerbates the problem of combined sewer overflow concentration. To address this problem, the amount of sewage on non-rainy days, not just the volume of rainfall, should also be considered. There are various theories on sedimentation in sewer movement. This study introduces a self-cleansing velocity based on tractive force theory. By applying a self-cleansing velocity equivalent to the critical shear stress of a sand particle, sedimentation can be reduced on non-rainy days. The amount of sewage changes according to the water use pattern of citizens. The design hourly maximum wastewater flow was considered as a representative value, and the velocity of this flow should be more than the self-cleansing velocity. This design method requires a steeper gradient than existing design criteria. Therefore, the existing sewer pipelines need to be improved and repaired accordingly. In this study, five types of improvement and repair methods that can maximize the use of existing pipelines and minimize the depth of excavation are proposed. The key technologies utilized are trenchless sewer rehabilitation and complex cross-section pipes. Trenchless sewer rehabilitation is a popular sewage repair method. However, it is complex because the cross-section pipes do not have a universal design and require continuous research and development. In an old metropolis with a combined sewer system, it is difficult to carry out excavation work; hence, the methods presented in this study may be useful in the future.

This study is to conduct the optimal design of the fluid mixing blades in the test fluid tank for sewage treatment process. The design was made with various shapes and angles of mixing blades. Fluid mixing blades in the tank are numerically analyzed with FLUENT V.13.0. Blade1 and Blade4 had the biggest fluid pressure difference of 8.1% around the blades. And, Blade1 and Blade3 had the least fluid pressure difference of 2.55%. The biggest turbulence kinetic energy of 12.5% existed around Blade1 and Blade4. Blade1 and Blade3 had the least turbulent kinetic energy difference of 4.8%. Blade4 is the optimal design shape due to the highest turbulent kinetic energy around the blades in comparison to the other cases.

This study is to evaluate control effects of separation wall by surveying water quality and sewer overflows during dry and wet periods in combined sewer and separated sewer systems. Ravine water from the combined Seokgyo outfall with the separation wall was separated about four times larger than sewage flow during dry periods. The water quality of the combined Seokgyo outfall with separation wall during dry periods is flow weighed average T-N 22mg/L, T-P 2.4mg/L, the combined Chenseokgyo outfall without the separation wall is average T-N 21mg/L, T-P 2.6mg/L, and the separated Pyoungsong center outfall is average T-N 12mg/L, T-P 1.0mg/L. The T-N, T-P concentration in separated outfall make form about 44%, 42% of the combined outfall, and this means the separated outfall (i.e. storm sewer) is polluted by inflow of sewage. The overflow load of the separated outfall is ten times higher than the combined outfall and its overflow load per rainfall is three times than combined outfall during the wet periods. Therefore, the control plan of overflow load is required in storm sewer. The control effects of the overflow load increased 100% by setting the separation wall in the combined sewer, and showed 44% increase without the separation wall in separated sewer, but forecasted over than 82% increase of effects with the separation wall.

오수처리시설물 제어하는 기존 제어장치는 PLC에 의한 것으로 조건제어, 유지관리, 기능확장에 따른 운영에 많은 어려움을 가지고 있다. 본 연구에서는 임베디드 시스템에 의한 제어장치를 개발하여 다양한 환경에 대한 유입수량, 농도상태에 따른 반응시간 및 전체 진행시간을 프로그램 하기 쉬운 구조로 하였다. 또한 효율적인 장비가동으로 설비보전을 할 수 있어 유지비용을 줄일 수 있다. 가장 큰 목적은 사용자와 관리자가 쉬운 유지관리를 위해 보다 더 신뢰할 수 있는 배출수 운영으로 하천 수질개선을 위함이다.

The individual rotten water purification tank recently discharges wastewater and sewage through the outlet without purification ability. The outlet water and affiliated water purification tank with microorganism cultivator tank cultivates microorganism and then drops the value BOD, COD of sewage and discharges the quality of water into the outlet. The blower and water pump operating continuously prompts the waste of energy and deterioration of equipment. Each room of deposition tank, foaming tank, microorganism cultivator tank is equipment with the sludge detection senses so it can detect the density of each room. The power-drive plant of the blower and water pump which are the system cultivating the microorganism must be made as fuzzy controlization (If the sludge amount of each room become higher, the rate of operation of blower and water pump must heighten, on the contrary, in case of row sludge amount, the total handling amount and microorganism handling amount of each room of control. Tank reducing the rate of operation must be DB. At present, the blower amount in proportion to the sludge and oxyzen demanding amount has to control. Each room mus be checked outlet level of the outlet, also each room must flow backward discharge materials, and must operate feed-back control until we want to be come as a below value of BOD/COD(10PPM ; KS).

The individual rotten water purification tank recently discharges wastewater and sewage through the outlet without purification ability. The outlet water and affiliated water purification tank with microorganism cultivator tank cultivates microorganism and then drops the value BOD, COD of sewage and discharges the quality of water into the outlet. The blower and water pump operating continuously prompts the waste of energy and deterioration of equipment. Each room of deposition tank, foaming tank, microorganism cultivator tank is equipment with the sludge detection senses so it can detect the density of each room. The power-drive plant of the blower and water pump which ate the system cultivating the microorganism must be made as fuzzy controlization (If the sludge amount of each room become higher, the rate of operation of blower and water pump must heighten, on the contrary, in case of row sludge amount, the total handling amount and microorganism handling amount of each room of control. Tank reducing the rate of operation must be DB. At present, the blower amount in proportion to the sludge and oxygen demanding amount has to control. Each mom must be checked outlet level of the outlet, also each room must flow backward discharge materials, and must operate feed-back control until we want to be come as a below value of BOD/COD(10PPM ; KS).