Hari Seshan, Michael J. Adelman, Paige J. Russell, Joseph Quicho, Daniel Daft, Thomas Watson
{"title":"饮用水回用对地表水处理影响的中试研究","authors":"Hari Seshan, Michael J. Adelman, Paige J. Russell, Joseph Quicho, Daniel Daft, Thomas Watson","doi":"10.1002/aws2.70008","DOIUrl":null,"url":null,"abstract":"<div>\n \n \n <section>\n \n <p>Interest is growing in direct potable reuse where advanced-treated water and raw water are blended and fed directly to a water treatment plant (WTP). However, the impacts of raw water augmentation on treatability at drinking water treatment plants have not been studied extensively. A pilot-scale treatment system, consisting of coagulation, flocculation, sedimentation, and filtration, was set up at a WTP to treat potential future blends of advanced-treated water and current raw water. The pilot plant was run with blends from 20% to 100% advanced-treated water at a range of filtration rates (2–9 gpm/sf) and coagulant doses. Under all conditions, filterable water was produced, achieving acceptable turbidity removal. Turbidity removal by sedimentation was variable (30%–90%). Filtration performance was more consistent, exceeding 90% turbidity reduction under all conditions and achieving lower headloss accumulation rates at higher advanced-treated water share. These results are optimistic for potable reuse schemes featuring raw water augmentation.</p>\n </section>\n </div>","PeriodicalId":101301,"journal":{"name":"AWWA water science","volume":"6 6","pages":""},"PeriodicalIF":0.0000,"publicationDate":"2024-12-04","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":"0","resultStr":"{\"title\":\"A pilot-scale study of potable reuse impacts on surface water treatment\",\"authors\":\"Hari Seshan, Michael J. Adelman, Paige J. Russell, Joseph Quicho, Daniel Daft, Thomas Watson\",\"doi\":\"10.1002/aws2.70008\",\"DOIUrl\":null,\"url\":null,\"abstract\":\"<div>\\n \\n \\n <section>\\n \\n <p>Interest is growing in direct potable reuse where advanced-treated water and raw water are blended and fed directly to a water treatment plant (WTP). However, the impacts of raw water augmentation on treatability at drinking water treatment plants have not been studied extensively. A pilot-scale treatment system, consisting of coagulation, flocculation, sedimentation, and filtration, was set up at a WTP to treat potential future blends of advanced-treated water and current raw water. The pilot plant was run with blends from 20% to 100% advanced-treated water at a range of filtration rates (2–9 gpm/sf) and coagulant doses. Under all conditions, filterable water was produced, achieving acceptable turbidity removal. Turbidity removal by sedimentation was variable (30%–90%). Filtration performance was more consistent, exceeding 90% turbidity reduction under all conditions and achieving lower headloss accumulation rates at higher advanced-treated water share. These results are optimistic for potable reuse schemes featuring raw water augmentation.</p>\\n </section>\\n </div>\",\"PeriodicalId\":101301,\"journal\":{\"name\":\"AWWA water science\",\"volume\":\"6 6\",\"pages\":\"\"},\"PeriodicalIF\":0.0000,\"publicationDate\":\"2024-12-04\",\"publicationTypes\":\"Journal Article\",\"fieldsOfStudy\":null,\"isOpenAccess\":false,\"openAccessPdf\":\"\",\"citationCount\":\"0\",\"resultStr\":null,\"platform\":\"Semanticscholar\",\"paperid\":null,\"PeriodicalName\":\"AWWA water science\",\"FirstCategoryId\":\"1085\",\"ListUrlMain\":\"https://onlinelibrary.wiley.com/doi/10.1002/aws2.70008\",\"RegionNum\":0,\"RegionCategory\":null,\"ArticlePicture\":[],\"TitleCN\":null,\"AbstractTextCN\":null,\"PMCID\":null,\"EPubDate\":\"\",\"PubModel\":\"\",\"JCR\":\"\",\"JCRName\":\"\",\"Score\":null,\"Total\":0}","platform":"Semanticscholar","paperid":null,"PeriodicalName":"AWWA water science","FirstCategoryId":"1085","ListUrlMain":"https://onlinelibrary.wiley.com/doi/10.1002/aws2.70008","RegionNum":0,"RegionCategory":null,"ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":null,"EPubDate":"","PubModel":"","JCR":"","JCRName":"","Score":null,"Total":0}
A pilot-scale study of potable reuse impacts on surface water treatment
Interest is growing in direct potable reuse where advanced-treated water and raw water are blended and fed directly to a water treatment plant (WTP). However, the impacts of raw water augmentation on treatability at drinking water treatment plants have not been studied extensively. A pilot-scale treatment system, consisting of coagulation, flocculation, sedimentation, and filtration, was set up at a WTP to treat potential future blends of advanced-treated water and current raw water. The pilot plant was run with blends from 20% to 100% advanced-treated water at a range of filtration rates (2–9 gpm/sf) and coagulant doses. Under all conditions, filterable water was produced, achieving acceptable turbidity removal. Turbidity removal by sedimentation was variable (30%–90%). Filtration performance was more consistent, exceeding 90% turbidity reduction under all conditions and achieving lower headloss accumulation rates at higher advanced-treated water share. These results are optimistic for potable reuse schemes featuring raw water augmentation.