{"title":"浅层流人工湿地对有机物和总磷去除的影响分析","authors":"F. Ouyang, Maojie Li","doi":"10.1109/GIWRM.2012.6349568","DOIUrl":null,"url":null,"abstract":"In shallow surface flow constructed wetland constructed in the laboratory, with domestic sewage as the study object, the optimum hydraulic load and the relation between removal of organics / total phosphorus and dissolved oxygen of the system is discussed. The optimum hydraulic load for operation of the system obtained by experimental analysis is 0.2m3/m2.d, and the relation between dissolved oxygen and removal of organics is more general than the relation between dissolved oxygen and removal of total phosphorus.","PeriodicalId":6394,"journal":{"name":"2012 International Symposium on Geomatics for Integrated Water Resource Management","volume":null,"pages":null},"PeriodicalIF":0.0000,"publicationDate":"2012-11-12","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":"0","resultStr":"{\"title\":\"Analysis on impact of shallow surface flow constructed wetland on removal of organics and total phosphoru\",\"authors\":\"F. Ouyang, Maojie Li\",\"doi\":\"10.1109/GIWRM.2012.6349568\",\"DOIUrl\":null,\"url\":null,\"abstract\":\"In shallow surface flow constructed wetland constructed in the laboratory, with domestic sewage as the study object, the optimum hydraulic load and the relation between removal of organics / total phosphorus and dissolved oxygen of the system is discussed. The optimum hydraulic load for operation of the system obtained by experimental analysis is 0.2m3/m2.d, and the relation between dissolved oxygen and removal of organics is more general than the relation between dissolved oxygen and removal of total phosphorus.\",\"PeriodicalId\":6394,\"journal\":{\"name\":\"2012 International Symposium on Geomatics for Integrated Water Resource Management\",\"volume\":null,\"pages\":null},\"PeriodicalIF\":0.0000,\"publicationDate\":\"2012-11-12\",\"publicationTypes\":\"Journal Article\",\"fieldsOfStudy\":null,\"isOpenAccess\":false,\"openAccessPdf\":\"\",\"citationCount\":\"0\",\"resultStr\":null,\"platform\":\"Semanticscholar\",\"paperid\":null,\"PeriodicalName\":\"2012 International Symposium on Geomatics for Integrated Water Resource Management\",\"FirstCategoryId\":\"1085\",\"ListUrlMain\":\"https://doi.org/10.1109/GIWRM.2012.6349568\",\"RegionNum\":0,\"RegionCategory\":null,\"ArticlePicture\":[],\"TitleCN\":null,\"AbstractTextCN\":null,\"PMCID\":null,\"EPubDate\":\"\",\"PubModel\":\"\",\"JCR\":\"\",\"JCRName\":\"\",\"Score\":null,\"Total\":0}","platform":"Semanticscholar","paperid":null,"PeriodicalName":"2012 International Symposium on Geomatics for Integrated Water Resource Management","FirstCategoryId":"1085","ListUrlMain":"https://doi.org/10.1109/GIWRM.2012.6349568","RegionNum":0,"RegionCategory":null,"ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":null,"EPubDate":"","PubModel":"","JCR":"","JCRName":"","Score":null,"Total":0}
Analysis on impact of shallow surface flow constructed wetland on removal of organics and total phosphoru
In shallow surface flow constructed wetland constructed in the laboratory, with domestic sewage as the study object, the optimum hydraulic load and the relation between removal of organics / total phosphorus and dissolved oxygen of the system is discussed. The optimum hydraulic load for operation of the system obtained by experimental analysis is 0.2m3/m2.d, and the relation between dissolved oxygen and removal of organics is more general than the relation between dissolved oxygen and removal of total phosphorus.