GPS-X 시뮬레이션을 이용한 적정 연계처리부하량 분석

Analysis of Proper Linked Treatment Load Using GPS-X Simulation

급격한 산업발전과 인구증가로 인해 최근 지자체 및 하수처리장에서 하수처리장으로 연계하여 처리하는 연계처리수가 많은문제를 나타내는 것으로 조사되었다. 연계처리수는 일반하수대비 저유량 고농도의 특성을 가지고 있다. 따라서 이러한 특성은 공공하수처리시설의 하수처리 난이도 및 하수처리 단가를 증가시키는 영향을 미친다. 하수처리단가를 증가시키는 많은영향인자 중 ‘연계처리부하/설계유입수부하(%)’가 가장 상관성이 높은 인자로 도출되었고, 그 후 공공하수처리시설 선정 및모델링을 통해 4계절의 영향을 고려한 온도 조건 및 ‘연계처리부하/설계유입수부하(%)’ 증가 조건에 따른 설계방류수질 초과 범위를 조사했다. 그 결과 TN의 경우 5℃, 10℃, 20℃, 25℃ 조건에서 각각 ‘연계처리부하/설계유입부하(%)’가 각각19.7%, 22.6%, 25.1%. 27.7%로 나타났고, TP의 경우 5℃, 10℃, 20℃, 25℃ 조건에서 각각 ‘연계처리부하/설계유입부하(%)’가 각각 10.7%, 12.2%, 15.6%, 17.5%로 조사되었다.

Due to the industrial development and population growth, it has recently been shown that there are many problems caused by the rinked treatment water in local goverments and sewage treatment plants. The rinked treatment water has a characteristic of low flow rate and high concentration unlike general sewage. These characteristics increase sewage treatment difficulty and sewage treatment fee of sewage treatment facilities. Among the many influencing factors that increase sewage treatment unit cost, linked treatment load/design inflow load (%) was derived as the most correlated factor. Through the selection and modeling of sewage treatment plants, the excess scope of design discharge water quality was investigated under the conditions of temperature and the conditions of linked treatment load/design inflow load (%) taking into account the effects of the four seasons. The study found that for TN, linked treatment load/design inflow load (%) was 19.7%, 22.6%, 25.1%and 27.7%, respectively, under conditions of 5°C, 10°C, 20°C and 25°C. In case of TP, rinked treatment load/design inflow load (%) was 10.7%, 12.2%, 15.6% and 17.5% at 5 ℃, 10 ℃, 20 ℃, and 25 ℃, respectively, under conditions of 5°C, 10°C, 20°C and 25°C.