상하수도 116회 3교시 문제 2. 수처리 단위조작에서 오존처리가 다른 처리법과 비교하여 우수한 점을 기술하고 오존처리 시 유의점을 설명하시오.
상하수도 122회 유사문제 답안예시를 아래 올려 드립니다.
문제 : 정수처리에서 오존처리 시 문제점
상하수도 122회 1교시 문제 5. 정수처리에서 오존처리 시 문제점
답 1. 오존처리 개요 - 최근 수역의 오염가중, 부영양화, 일반적인 정수처리공정에 처리되지 않는 오염물질의 처리 등을 위해 고도정수처리 필요성 대두 - 병원성 미생물을 포함하여 먹는물 수질
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A1. Overview of Ozone Treatment
- Recently, the need for advanced water purification treatment has emerged for aggravating pollution of water bodies, eutrophication, and treatment of pollutants that are not treated in general water treatment processes.
- Reinforcement of drinking water quality standards including pathogenic microorganisms, and increasing citizens’ demand for water quality improvement regarding taste and smell
- Therefore, to solve these problems, it is necessary to introduce an advanced water purification process, and in the case of the advanced water purification process in Korean treatment plants, ozone + BAC process is widely applied.
A2. Purpose of installation of ozone treatment
- Disinfection, sterilization: no residual effect
- Virus inactivation: dissolved residual ozone concentration of 0.4ppm, contact time 8 to 12 minutes
- Removal of taste and odor substances: Removal of odorous substances (2-MIB, Geosmin, etc.)
- Remove chromaticity
- Increased biodegradability of organic compounds
- Reduction of generation of disinfection residues (THMFP, THMs)
- Reduced chlorine demand
- Removal of Fe and Mn
A3: Problems in ozone treatment in water treatment
- There is no continuity of disinfection effect, and chlorine treatment is required to satisfy residual chlorine standards
- Requires ozone generator
- Produced on site
- Low economic feasibility due to high price
- Excessive power cost
- Initial investment cost, high ancillary equipment
- Concerns about damage in case of ozone leakage: need to treat ozone
- Secondary pollution (after-growth) by microorganisms in the supply and drainage network due to the increase of AOC and BDOC during ozone treatment
A4: Considerations when designing an ozone treatment process
1) Prevention of ozone leakage from the ozone contact point before and after
- Prevention of local complaints and health hazards of field workers
2) Selection of the proper location of the ozone contact tank
- To avoid damage from ozone leakage, avoid the office area and install additional ventilation facilities
3) Reasonable calculation of ozone production capacity
- Due to lack of technology and experience, the maximum ozone injection value was selected as 2-3ppm, the Japanese experience level.
- It is necessary to calculate the injection amount according to the characteristics of the influent to the actual water purification plant.
4) Rationalization of ozone contact tank design
- Retention tank design so that residual ozone can be sufficiently consumed at the end of the contact tank
5) Securing appropriate control technology for ozone process
- Design considering daily/seasonal changes and the impact on BAC, the follow-up process
- Establishment of a control system that can respond to changes in water quality and quantity in real time