{"title":"好氧、厌氧和厌氧/好氧系统中有害渗滤液的浸没滤池生物处理","authors":"Daniel P. Smith","doi":"10.1089/HWM.1995.12.167","DOIUrl":null,"url":null,"abstract":"ABSTRACT Aerobic, anaerobic, and anaerobic/aerobic biotreatment of an industrial hazardous waste landfill leachate was evaluated in bench scale biofilm reactor systems operated under steady- and non-steady-state conditions. The leachate contained volatile and semi-volatile organics that exceeded the best-demonstrated-available-technology (BDAT) standards established for multi-source leachate wastewater under the Resources Conservation and Recovery Act (RCRA). The influent leachate stream was continuously applied to three parallel systems: 1) an upflow anaerobic filter followed by a submerged aerobic filter, both with plastic packing, 2) an anaerobic granular activated carbon column, and 3) an upflow, plastic packed aerobic filter. All systems achieved steady-state COD removals of 66-82 percent. The sequential anaerobic/aerobic filter system was most resistant to hydraulic and organic shock loading, whereas the aerobic filter performance deteriorated significantly. Though transformations of specific chemic...","PeriodicalId":386820,"journal":{"name":"Hazardous waste and hazardous materials","volume":"86 1","pages":"0"},"PeriodicalIF":0.0000,"publicationDate":"1995-12-31","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":"2","resultStr":"{\"title\":\"Submerged Filter Biotreatment of Hazardous Leachate in Aerobic, Anaerobic, and Anaerobic/Aerobic Systems\",\"authors\":\"Daniel P. Smith\",\"doi\":\"10.1089/HWM.1995.12.167\",\"DOIUrl\":null,\"url\":null,\"abstract\":\"ABSTRACT Aerobic, anaerobic, and anaerobic/aerobic biotreatment of an industrial hazardous waste landfill leachate was evaluated in bench scale biofilm reactor systems operated under steady- and non-steady-state conditions. The leachate contained volatile and semi-volatile organics that exceeded the best-demonstrated-available-technology (BDAT) standards established for multi-source leachate wastewater under the Resources Conservation and Recovery Act (RCRA). The influent leachate stream was continuously applied to three parallel systems: 1) an upflow anaerobic filter followed by a submerged aerobic filter, both with plastic packing, 2) an anaerobic granular activated carbon column, and 3) an upflow, plastic packed aerobic filter. All systems achieved steady-state COD removals of 66-82 percent. The sequential anaerobic/aerobic filter system was most resistant to hydraulic and organic shock loading, whereas the aerobic filter performance deteriorated significantly. Though transformations of specific chemic...\",\"PeriodicalId\":386820,\"journal\":{\"name\":\"Hazardous waste and hazardous materials\",\"volume\":\"86 1\",\"pages\":\"0\"},\"PeriodicalIF\":0.0000,\"publicationDate\":\"1995-12-31\",\"publicationTypes\":\"Journal Article\",\"fieldsOfStudy\":null,\"isOpenAccess\":false,\"openAccessPdf\":\"\",\"citationCount\":\"2\",\"resultStr\":null,\"platform\":\"Semanticscholar\",\"paperid\":null,\"PeriodicalName\":\"Hazardous waste and hazardous materials\",\"FirstCategoryId\":\"1085\",\"ListUrlMain\":\"https://doi.org/10.1089/HWM.1995.12.167\",\"RegionNum\":0,\"RegionCategory\":null,\"ArticlePicture\":[],\"TitleCN\":null,\"AbstractTextCN\":null,\"PMCID\":null,\"EPubDate\":\"\",\"PubModel\":\"\",\"JCR\":\"\",\"JCRName\":\"\",\"Score\":null,\"Total\":0}","platform":"Semanticscholar","paperid":null,"PeriodicalName":"Hazardous waste and hazardous materials","FirstCategoryId":"1085","ListUrlMain":"https://doi.org/10.1089/HWM.1995.12.167","RegionNum":0,"RegionCategory":null,"ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":null,"EPubDate":"","PubModel":"","JCR":"","JCRName":"","Score":null,"Total":0}
Submerged Filter Biotreatment of Hazardous Leachate in Aerobic, Anaerobic, and Anaerobic/Aerobic Systems
ABSTRACT Aerobic, anaerobic, and anaerobic/aerobic biotreatment of an industrial hazardous waste landfill leachate was evaluated in bench scale biofilm reactor systems operated under steady- and non-steady-state conditions. The leachate contained volatile and semi-volatile organics that exceeded the best-demonstrated-available-technology (BDAT) standards established for multi-source leachate wastewater under the Resources Conservation and Recovery Act (RCRA). The influent leachate stream was continuously applied to three parallel systems: 1) an upflow anaerobic filter followed by a submerged aerobic filter, both with plastic packing, 2) an anaerobic granular activated carbon column, and 3) an upflow, plastic packed aerobic filter. All systems achieved steady-state COD removals of 66-82 percent. The sequential anaerobic/aerobic filter system was most resistant to hydraulic and organic shock loading, whereas the aerobic filter performance deteriorated significantly. Though transformations of specific chemic...