CAJ | 학술논문

为增强臭氧在水产应用的安全性，满足工厂化循环水养殖对有机物去除和水体消毒的需要，该文开发O3/UV反应系统。通过试验方法研究该系统臭氧投加溶解区适宜的臭氧投加流量和处理量的关系、紫外辐射剂量配比等工艺参数，及对水质净化效果和水体消毒灭菌效果的影响等。试验结果表明：1）在满足所需水中溶解臭氧浓度的条件下，采用较低臭氧进气流量和较高进水流量有利于提高系统的臭氧溶解率和利用率。该系统在水流量为5 m3/h，臭氧投加量为(8.78±0.60)g/h时可得到水中臭氧溶解质量浓度为1.53 mg/L的臭氧水，臭氧溶解率为82.7%，臭氧利用率为97.7%。2）增加紫外灯的功率和数量均可提高对臭氧的去除率，但增加紫外灯的数量对其性能提升效果更明显。该系统在紫外剂量为1996 MJ/cm2，对残留臭氧的去除率为83.82%。3）该系统对紫外消光度、总有机碳、水色等指标的去除率相比单独使用臭氧分别提升109.95%、89.77%和51.44%，杀菌率可达97%以上，实现工厂化循环水养殖低臭氧残留条件下的有机物有效去除和消毒杀菌。
위증강취양재수산응용적안전성，만족공엄화순배수양식대유궤물거제화수체소독적수요，해문개발O3/UV반응계통。통과시험방법연구해계통취양투가용해구괄의적취양투가류량화처리량적관계、자외복사제량배비등공예삼수，급대수질정화효과화수체소독멸균효과적영향등。시험결과표명：1）재만족소수수중용해취양농도적조건하，채용교저취양진기류량화교고진수류량유리우제고계통적취양용해솔화이용솔。해계통재수류량위5 m3/h，취양투가량위(8.78±0.60)g/h시가득도수중취양용해질량농도위1.53 mg/L적취양수，취양용해솔위82.7%，취양이용솔위97.7%。2）증가자외등적공솔화수량균가제고대취양적거제솔，단증가자외등적수량대기성능제승효과경명현。해계통재자외제량위1996 MJ/cm2，대잔류취양적거제솔위83.82%。3）해계통대자외소광도、총유궤탄、수색등지표적거제솔상비단독사용취양분별제승109.95%、89.77%화51.44%，살균솔가체97%이상，실현공엄화순배수양식저취양잔류조건하적유궤물유효거제화소독살균。
In order to improve the water treatment performance of ozone in recirculating aquaculture systems, and enhance its application safety in the field of aquaculture, the O3/UV integration reaction system were designed. The reaction system was mainly composed of ozone addition dissolved area, ultraviolet catalytic reaction area, stay reaction area. The system was 1 250 mm of high, 750 mm in diameter, and the ultraviolet catalytic reaction was 400 mm in diameter. The working principle of system was that using static mixer way to add ozone, which could dissolve wastewater high efficiency and low energy consumption in ozone addition dissolved area. The wastewater with not completely dissolved ozone bottom up entered to ultraviolet catalytic reaction area, which could generate two advantages. On one hand, under the ultraviolet catalysis, the stronger oxidizing of hydroxyl was produced in further reaction, accelerated the rate of degradation of organic matter, and enhanced the effect of disinfection sterilization. On the other hand, it could reduce the residual amount of ozone in cultivation water, which improved the safety of the device. After treating in ultraviolet catalytic reaction area, the wastewater enter into the reaction area, which the main purpose was to keep a certain residence time of wastewater, and to improve the purification effect of degradation of organic matter and the ammonia nitrogen removal. The relationship of the suitable ozone dosage and wastewater treatment capacity in the ozone additive dissolved area, the process parameters about the ratio of ultraviolet radiation dose and the influence factors of wastewater purification and disinfection sterilization were studied through the test method. The experimental results showed that:1) Under the condition of meeting with a certain water of dissolved ozone concentration, it could improve ozone dissolution rate and utilization rate through using low ozone inlet flow rate and low water flow. When the wastewater flow was 5 m3/h and the ozone dosage was 8.17 g/h, the ozone dissolution rate was 82.7%, the concentration of ozone in wastewater was 1.53 mg/L and the ozone utilization rate was up to 97.7%. 2) It could improve the removal rate of ozone residual quantity in wastewater by means of increasing the number of UV and lamp power. The effect of performance improvements was more obvious through increasing the number of UV lamp. When the UV additive amount was 1 996 MJ/cm2 and the residual ozone concentration of 1.36 mg/L of influent wastewater in this system, the removal rate of residual ozone could be up to 83.82%, which achieved low residual ozone in aquaculture water and ensured the safety of breeding biology. 3) Compared with using ozone separately, the removal rate of UV254, total organic carbon, chemical oxygen demand and water colour of this system were increased to 109.95%, 89.77%, 29.25%and 51.44%, respectively, and the sterilization removal rate could be more than 97%. The integration reaction system had the feature of disinfection sterilization of aquaculture wastewater, degradation of organic matter efficient, removing water colour and increasing dissolved oxygen, which showed a better wastewater treatment performance.