Seoyoon Choi, Yu Jeong Shin, Byeongmin Chae, Seoyeon Mo, Moon-Hyon Hwang, Do Gyun Lee
{"title":"Improving Stormwater Runoff Quality using Wasted activated Carbon from a Household Water Purifier","authors":"Seoyoon Choi, Yu Jeong Shin, Byeongmin Chae, Seoyeon Mo, Moon-Hyon Hwang, Do Gyun Lee","doi":"10.4491/ksee.2023.45.5.267","DOIUrl":null,"url":null,"abstract":"Objectives : To recycle the wasted activated carbon from water purifiers and reuse stormwater runoff, this study evaluated water quality of stormwater runoff with regeneration using granular activated carbon containing commercial activated carbon for water treatment and wasted activated carbon from household water purifiers.Methods : The removal of total coliforms, chloride, BOD, T-N, T-P, turbidity, and pH in stormwater runoff were analyzed by down-flow column test using granular activated carbon with varied mixing ratios. In addition, chemical modification with ferrous sulfate and ultrasonic treatment were conducted to improve the removal efficiency of total coliforms, and turbidity.Results and Discussion : The optimal mixing ratio of granular activated carbon was 7:3 (GAC:WGAC), which showed high removal efficiency of 88.2% for total coliforms, 70.8% for chloride, 72.6% for BOD, 88.4% for T-N, 50.7% for T-P, and 85.9% for turbidity. The granular activated carbon with surface modification using a 0.2 M FeSO<sub>4</sub> solution with ultrasonic treatment demonstrated the highest removal efficiency, with a reduction of 11.8% in total coliforms, 29.2% in chloride, 12.1% in BOD, 20.3% in T-P, and 13.2% in turbidity, while T-N showed a decrease of 19.4% in removal efficiency.Conclusion : The granular activated carbon with a 7:3 mixing ratio showed highest removal efficiencies for all water quality parameters, while the total coliforms and turbidity did not meet the water quality standards for reclaimed water. This indicated that further physicochemical surface modification with FeSO<sub>4</sub> and ultrasonic treatment was needed to improve the removal performance and meet the water quality standards for reclaimed water. This approach explored in this study using wasted activated carbon should be continued in the area of resource and water circulation to properly utilize resources of wastes.","PeriodicalId":16127,"journal":{"name":"Journal of Korean Society of Environmental Engineers","volume":"133 1","pages":"0"},"PeriodicalIF":0.0000,"publicationDate":"2023-05-31","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":"0","resultStr":null,"platform":"Semanticscholar","paperid":null,"PeriodicalName":"Journal of Korean Society of Environmental Engineers","FirstCategoryId":"1085","ListUrlMain":"https://doi.org/10.4491/ksee.2023.45.5.267","RegionNum":0,"RegionCategory":null,"ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":null,"EPubDate":"","PubModel":"","JCR":"","JCRName":"","Score":null,"Total":0}
引用次数: 0
Abstract
Objectives : To recycle the wasted activated carbon from water purifiers and reuse stormwater runoff, this study evaluated water quality of stormwater runoff with regeneration using granular activated carbon containing commercial activated carbon for water treatment and wasted activated carbon from household water purifiers.Methods : The removal of total coliforms, chloride, BOD, T-N, T-P, turbidity, and pH in stormwater runoff were analyzed by down-flow column test using granular activated carbon with varied mixing ratios. In addition, chemical modification with ferrous sulfate and ultrasonic treatment were conducted to improve the removal efficiency of total coliforms, and turbidity.Results and Discussion : The optimal mixing ratio of granular activated carbon was 7:3 (GAC:WGAC), which showed high removal efficiency of 88.2% for total coliforms, 70.8% for chloride, 72.6% for BOD, 88.4% for T-N, 50.7% for T-P, and 85.9% for turbidity. The granular activated carbon with surface modification using a 0.2 M FeSO4 solution with ultrasonic treatment demonstrated the highest removal efficiency, with a reduction of 11.8% in total coliforms, 29.2% in chloride, 12.1% in BOD, 20.3% in T-P, and 13.2% in turbidity, while T-N showed a decrease of 19.4% in removal efficiency.Conclusion : The granular activated carbon with a 7:3 mixing ratio showed highest removal efficiencies for all water quality parameters, while the total coliforms and turbidity did not meet the water quality standards for reclaimed water. This indicated that further physicochemical surface modification with FeSO4 and ultrasonic treatment was needed to improve the removal performance and meet the water quality standards for reclaimed water. This approach explored in this study using wasted activated carbon should be continued in the area of resource and water circulation to properly utilize resources of wastes.
目的:为了回收净水器中废弃的活性炭和雨水径流的再利用,本研究使用含商用活性炭的颗粒活性炭进行水处理,并使用家用净水器中废弃的活性炭进行再生,对雨水径流的水质进行了评估。方法:采用不同混合比例的颗粒活性炭,通过下流柱试验分析了雨水径流中总大肠菌群、氯化物、BOD、T-N、T-P、浊度和pH的去除效果。此外,采用硫酸亚铁化学改性和超声波处理提高了总大肠菌群的去除率和浊度。结果与讨论:颗粒活性炭的最佳混合比为7:3 (GAC:WGAC),对总大肠菌群的去除率为88.2%,对氯化物的去除率为70.8%,对BOD的去除率为72.6%,对T-N的去除率为88.4%,对T-P的去除率为50.7%,对浊度的去除率为85.9%。使用0.2 M FeSO<sub>4</sub>超声处理后的水体对总大肠菌群、氯离子、生化需氧量、T-P、浊度的去除率分别降低11.8%、29.2%、12.1%、20.3%和13.2%,而对T-N的去除率则降低19.4%。结论:混合比为7:3的颗粒活性炭对各水质参数的去除率最高,但总大肠菌群和浊度均不符合再生水水质标准。这表明FeSO<sub>4</sub>为了提高再生水的去除率,达到再生水的水质标准,需要进行超声处理。本研究探索的利用废活性炭的方法应在资源和水循环领域继续推广,以合理利用废物资源。