간행물
상하수도학회지 KCI 등재 Journal of the Korean Society of Water and Wastewater
- 발행기관 대한상하수도학회
- 자료유형 학술지
- 간기 격월간
- ISSN 1225-7672 (Print)2287-822X (Online)
- 수록기간 1993 ~ 2024
- 주제분류 공학 > 건축공학 공학 분류의 다른 간행물
- 십진분류KDC 539DDC 628
권호리스트/논문검색
제38권 제6호 (2024년 12월) 11건
1.
2024.12
구독 인증기관 무료, 개인회원 유료
This study investigated the behavior and environmental impact of expanded polystyrene (EPS) in a simulated marine environment, focusing on the effects of UV exposure. Through a series of controlled experiments, it was found that UV-induced weathering increased the formation of smaller EPS degradation products, leading to higher concentrations of dissolved organic carbon (DOC) in the seawater. Additionally, it was suggested that the assembly behavior of dissolved organic matter (DOM) contributed to the reduction of DOC levels over time. The EPS layer exhibited slightly higher DOC concentrations compared to the seawater, likely due to hydrophobic interactions that retained degradation products near the EPS. Analysis of the soil layer revealed that EPS particles and degradation products settled or adsorbed more extensively under UV conditions, indicating a greater risk of sediment contamination. Soil layer elution experiments further confirmed that EPS particles and their degradation products could migrate through soil pores, posing a potential contamination risk to other environments. UV exposure resulted in a twentyfold increase in DOC release from EPS compared to dark conditions. These findings highlight the persistent pollution potential of EPS in marine environments, especially under UV exposure, and emphasize the need for effective EPS waste management and further research into its environmental impacts.
4,000원
2.
2024.12
구독 인증기관 무료, 개인회원 유료
The MBR process, which uses membrane to separate solids instead of secondary clarifier, has the advantage of maintaining high MLSS (Mixed Liquor Suspended Solids) concentration in bioreactors. In this study, three MBR processes combined with chemical phosphorus removal facility were studied: the phase-isolated MBR process with one recirculation pump, the A2O MBR process with two recirculation pumps, and the MBR process without a oxygen depletion reactor with three recirculation pumps. 116 simulations by EQPS (Effluent Quality Prediction System) were performed, under same design influent characteristics and hydraulic retention time, to see the effects of recirculation ratio changes on effluent water quality. The final effluent limits for total nitrogen and phosphorus were set to as 10 ㎎/L or less and 0.2 ㎎/L or less, respectively. AlCl3 was fed at MBR effluent to make 0.2 ㎎/L of total phosphorus precisely by PI (Proportional-Integral) controller in EQPS. This study showed that the phase isolated MBR process (R1 600%) had the highest nitrogen removal efficiency, with a final effluent T-N concentration of 6.765 mg/L. However, the A2O MBR process (R1 400%, R2 100%) required the lowest AlCl3 flow of 0.742 m3/day, which is approximately 59.1% lower than the average AlCl3 flow of the phase-isolated MBR process. It also produced 4,835 kg/day of sludge, the lowest among the studying MBR processes. It seems that A2O MBR process is the most economic method to treat studying wastewater to meet final effluent nutrient limit targets. However, carbon neutrality must be considered to select the best process to treat studying wastewater and it will be presented later.
4,500원
3.
2024.12
구독 인증기관 무료, 개인회원 유료
In this paper, the commercial anion exchange resin (IRA900) was used to investigate the adsorption properties, comparing the anion selectivity of phosphate and sulfate in water. The phosphate removal efficiency was 29.6% less than sulfate in single condition, and significantly decreased from 44.8% to 3.47 in mixed conditions while sulfate removal efficiency remained unchanged, confirming a higher selectivity for sulfate over phosphate. In the pH effect, phosphate removal efficiency increased with increase of pH due to the increased HPO4 2- species. The total removal efficiency of phosphate and sulfate was obtained approximately 62% in mixed condition, regardless of solution pH, indicating that the total anion exchange capacity was not influenced in the pH. The values of qmL and bL derived from Langmuir isotherm equation were 11.5 and 8.10 times higher for sulfate than for phosphate in mixed conditions. In single condition, sulfate and phosphate reached to equilibrium at 6 and 3 h, respectively. In mixed condition, phosphate was desorbed by the sulfate after 1h and the time to equilibrium for sulfate was retarded to 6h. Furthermore, when comparing the separation factor (αP/S), increasing the initial concentration led to higher selectivity of phosphate.
4,000원
4.
2024.12
구독 인증기관 무료, 개인회원 유료
2021년 기준 4,339개소의 공공하수처리시설에서 발생하는 하수찌꺼기는 년간 4,271,110톤으로 하수처리장 신·증설 등으로 인해 매년 증가하고 있다. 하수찌꺼기 등 유기성폐자원의 처리를 위해서 퇴비화, 혐기성 소화, 열분해, 소각, 매립 등 다양한 방법이 적용되고 있다. 특히 혐기성 소화는 잔류고형물 저감, 자본비와 운영비 절감, 바이오에너지 생산 및 환경에 대한 영향 최소화 등의 장점을 지니고 있어 실행 가능한 방법 중의 하나로 간주되고 있다. 그러나 하수찌꺼기 등과 같이 고형물을 함유한 유기성폐자원의 혐기성 소화 시 가수분해 반응은 율속단계로 알려져 있다. 따라서 혐기성 소화 시 가수분해 효율을 증진하기 위하여 초음파, 마이크로웨이브, 화학적 전처리, 열가수분해 등의 방법이 적용되고 있다. 특히 열가수분해의 경우 지난 20년간 관련 연구가 꾸준히 이루어져 많은 수의 실 규모 시설이 현장에 적용되었다. 그럼에도 불구하고 높은 에너지 소비, 혐기성 소화 저해물질 생성 및 색도로 인한 자외선 소독 효율 저감 등으로 인해 아직도 관련 연구가 지속적으로 진행 중이다 따라서 본 논문에서는 하수찌꺼기의 안정화와 혐기성 소화조의 효율 향상을 위해 가용화 기술 중 대표적이고 상용화가 가장 많이 이루어진 열가수분해에 대해 고찰하고자 한다. 특히 하수처리시설에서 열가수분해와 혐기성 소화조를 연계 하는 경우 예상되는 문제점과 해결방안에 대한 제시를 통해 혐기성 소화조의 안정성 및 메탄 발생량 향상, 하수처리시설 찌꺼기의 효율적 저감 및 에너지 자립화에 기여하고자 한다.
6,100원
5.
2024.12
구독 인증기관 무료, 개인회원 유료
A total of 10,977 individual sewage treatment facilities(ISTFs) have been installed and operated on Jeju island as of 2022. The number of ISTFs has increased rapidly in the hillside area, where the elevation is above 200 m and is recognized as a major area for groundwater recharge. A total of 80 ISTFs were selected for this study, with a particular focus on their management status and effluent water quality. This was carried out in two areas, Aewol-eup and Jocheon-eup, which are known to have the highest density of ISTFs in Jeju island. Consequently, 23.9% of ISTFs failed to remove sludge regularly, and 41.3% of ISTFs did not run the blower. The effluent water quality revealed that violating percentage of the legal standards for BOD, SS, T-N, and T-P were 75.0%, 62.5%, 100%, and 86%, respectively. To assess the efficiency of effluent quality by management, an independent t-test and ANOVA were conducted. The BOD and TOC differed significantly according to the building usage. Therefore, it can be concluded that the effluent from ISTFs should be managed according to the building usage. Furthermore, no distinction was observed in contamination components due to blower operation, with the exception of DO. However, the mean value of the NH4 +-N/T-N ratio was found to decrease with DO, indicating that blower operation may potentially reduce the contamination burden of ammonium in groundwater.
4,200원
6.
2024.12
구독 인증기관 무료, 개인회원 유료
In this study, we developed a technology that can measure key evaluation items in the field for various rehabilitation methods and evaluated its performance. The results are as follows. First, when the spray-on lining adhesion strength is measured after drying at high temperature (60℃) for 4 hours and cooling for 2 hours, the results are equivalent to or higher than the adhesion strength measured at room temperature after 48 hours. Therefore, the time required for measuring the adhesion strength in the field can be shortened to 1/8, and it is expected to be helpful in evaluating the condition of the spray-on lining. Second, depending on close or adhesive to existing pipe of the liner of the close-fit lining or CIPP lining, and the grouting condition of the slip lining, the sound frequency generation pattern, the vibration magnitude, and duration using the impact echo showed different characteristics. Therefore, it is thought that it is possible to evaluate liner lifting or grouting failure through analysis of the acoustic frequency, vibration magnitude, and duration. Third, when water penetrates the back of the liner of the close-fit lining or CIPP lining, it was found that the water penetrated between the liner and the existing pipe acts as a couplant, and a signal is repeatedly generated in which ultrasonic energy is transmitted and reflected to the steel pipe after the liner. Therefore, it is judged that it is possible to check whether water has penetrated the back of the liner using ultrasonic waves. Fourth, the liner tensile strength of the close-fit, CIPP lining was compared with the tensile test and the instrumented indentation test, and it was found that the tensile strength was similar. So it was judged that it will be helpful in evaluating the mechanical strength change without the liner specimen in the future.
4,900원
7.
2024.12
구독 인증기관 무료, 개인회원 유료
안정적이고 효율적인 수자원 공급을 보장하는 것은 가정, 산업, 공공 보건 분야 복지에 필수적이다. 상수도 시스템에서 이상을 감지하기 위해 데이터 모델, 수리 모델 기반 시뮬레이션 등 다양한 접근 방식을 통해 이상감지 역량이 꾸준히 향상되어 왔으나, 현장 적용 및 검증에 한계가 있어 실질적인 활용은 폭 넓게 이루어지지 못하고 있다. 실제 적용 가능한 이상감지 시스템 측면에서, 본 연구에서는 유량 및 압력 계측 데이터를 활용하여 시스템 내 이상 발생을 신속하게 감지하고 개략적인 위치를 파악하기 위한 실시간 이상감지 및 탐색 모델을 제안하였다. 제안된 모델은 유량수지 분석, 유량-수두손실 관계, EPANET 기반 수리 해석 방법을 통합하여 이상 감지 및 위치 파악의 정확성을 개선시키고자 하였다. 현장 실험 결과, 제안된 모델은 높은 신뢰도에서 시스템 내 이상유량의 발생을 효과적으로 감지하고, 발생 구간을 파악할 수 있는 것으로 나타났다. 본 연구 성과는 시스템의 실시간 이상 감지 및 운영관리를 위한 실효성 있는 접근 방식을 제공함으로써 상수도 시스템의 지속 가능하고 회복력 있는 운영관리에 기여할 것으로 기대된다.
4,800원
8.
2024.12
구독 인증기관 무료, 개인회원 유료
Today, as the social demand for tap water safety and the need for an ICT-based intelligent integrated control system increase, K-water (Korea Water Resources Corporation) is building and operating a ‘Water pipe monitoring CCTV system’ to quickly respond to crises in the event of a water leak. However, in the case of the existing system, when the CCTV rotates, the image information and the mapped water pipe image do net match, so the operator has the limitation that the water pipe image must be mapped anew every time. In this paper, in odert to solve the above problems, we propose an improved system that can extract feature points from CCTV images, detect changes in the coordinate values of the feature points, and automatically transform the location of the water pipe image by utilizing LoFTR (Detector-Free Local Feature Matching with Transformer), a type of deep learning image matching algorithm that is actively being studied in th field of the latest computer vision, and examine its effectiveness.
4,000원
9.
2024.12
구독 인증기관 무료, 개인회원 유료
생물학적 탈질반응에서 하폐수의 C/N비가 충분하지 않거나 유출수의 질소농도를 낮은 수준까지 처리하는 것을 목표로 할 경우에는 외부탄소원의 주입이 요구된다. 본 연구에서 연속회분식반응조의 질산화 반응특성을 잘 파악할 수 있고 무엇보다도 탈질반응의 대상물질인 질산염의 양을 추정할 수 있는 호흡률을 활용하여 탈질공정을 제어하고자 하였다. 호흡률을 측정하여 질산화에 의해 생성된 질산염을 추정할 수 있었으며, 추정치는 반응조내 질산염의 약 90% 정도에 해당되어 비교적 정확하였다. 추정한 질산염의 양에 상응하여 외부탄소원으로 초산염의 주입량을 조절하였으며, 운전결과 질산성 질소당 요구되는 COD는 4.25 mg COD/mg N이 적절하였다. 또한 초산염의 주입에 따라 미생물의 세포내에 유기물로 축적되고 이를 이용한 성장에서 호흡률의 변화가 나타나는 것을 파악할 수 있었다. 연구결과 연속회분식반응조에서 호흡률을 활용하여 초산염의 주입량을 조절함으로써 매우 엄격한 수준의 유출수 질소농도까지 효과적으로 처리할 수 있었다.
4,800원
10.
2024.12
구독 인증기관 무료, 개인회원 유료
상수도 시스템에서의 사고 발생은 사용자들의 물 이용 불편으로 인해 막대한 사회경제적 피해를 초래할 수 있는 위협 요인이며, 따라서 수도사업자들은 수도정비기본계획 등을 통해 상수도 사고를 빠르게 복구하고, 피해 규모를 최소화하기 위한 다양한 노력을 기울이고 있다. 본 연구는 상수도 시스템에서 발생하는 관로사고 상황에 대하여 회복탄력성을 정량적으로 평가하고, 비상급수 방안을 포함한 사고 대응 전략의 효과를 분석하기 위한 평가 모형을 개발하였다. 개발 모형은 시스템의 회복탄력성에 기여하는 다양한 특성들을 반영할 수 있는 시간단위 공급 부족량과 충족률 지표를 통해 회복탄력성을 평가하며, 국내 지방상수도 시스템의 특정 구역을 대상으로 관로사고 시나리오를 모의하여 개발 모형의 적용 효과를 검증하였다. 결과적으로 개발 모형을 통해 비상연계관로, 배수지 충수, 병물 공급 등 비상대응 방안의 효과를 정량적으로 평가하였으며, 이를 통해 시스템의 회복탄력성 향상을 위한 설계 및 운영 전략 수립의 가능성을 확인하였다.
4,800원
11.
2024.12
구독 인증기관 무료, 개인회원 유료
The frequency of flooding is increasing due to heavy rainfall caused by climate change and urbanization. In order to prevent flood damage in low-lying areas, systematic measures are needed for urban watersheds. The underground infrastructure of Shinwol was built to sustained heavy rains that occur more than once every 30 years, which has prevent flooding in the area. Additional construction of underground infrastructure facilities is planned in various areas including Seoul and Busan. Overseas countries have installed numerous underground infrastructure facilities for the purpose of preventing flood damage and improving water quality in urban areas, and have verified their social and economic effects. However, since there are still few cases of introduction in Korea, additional research is needed in various fields such as design, construction, operation, and management. In addition, in order to secure the feasibility and economic feasibility of the business, a multipurpose utilization plan must be developed to enhance the value of water resources and underground infrastructure facilities. In order to maximize the flood prevention effect, which is the original purpose, systematic and stable design and operation technology must be secured. The Ministry of Environment was promoted the ‘Technology development for optimizing planning, operation, and maintenance of urban flood control facilities’ project starting in 2024 to secure core technologies for Korea’s customized underground infrastructure. The project aims to develop flood control facility technologies that can protect citizens safety and property from urban flooding. In this paper, investigated the current status of underground infrastructure facilities introduced from overseas for the purpose of responding to urban flooding and examined the improvement effects through introduction.
5,700원
