{"title":"垂直流人工湿地处理生活污水的基质研究","authors":"Atif Mustafa, Mehmood Ali","doi":"10.2495/wm180311","DOIUrl":null,"url":null,"abstract":"Vertical flow constructed wetlands (VFCW) are considered to be one of the most efficient type of wetlands and require a lesser footprint in comparison to other wetland types. Substrate is an important component of wetland. We used the common gravel (VFCW 1) and three waste materials: concrete (VFCW 2), slag concrete (VFCW 3) and coconut husk (VFCW 4) as substrates in experimental wetlands. All four experimental wetlands have been constructed in uPVC pipes, diameter and height of each VFCW was 89 mm and 1000 mm, respectively. A 15 mm diameter perforated pipe that penetrates to the wetland bottom was installed in each wetland for passive aeration. Canna indica, an ornamental plant was planted in all four wetlands. Pre-treated wastewater from a wastewater treatment plant was added manually to all VFCW. The maximum plant height observed was 78.7 cm in VFCW 1 while minimum plant height observed was 53.3 cm in VFCW 3. The four VFCW removed all monitored contaminants with good removal efficiencies during the 8 months monitoring period: suspended solids (79%, 74%, 74%, 54%); BOD (54%, 42%, 42%, 2%); COD (54%; 47%; 44%, 34%); ammonia-nitrogen (54%, 46%, 38%, 38%), ortho-phosphate (67%, 61%, 64%, 53%); and fecal coliforms (55%, 40%, 14%, 52%). DO levels increased for VFCW 1 and 4 and nitrate levels increased in all wetlands confirming the nitrification process. For the various waste materials used following were our observations: VFCW 2 performed the best for organic matter and ammonia-nitrogen removal while VFCW 3 outperformed others for phosphorus removal and VFCW 4 had the highest percentage of fecal coliforms removal.","PeriodicalId":103799,"journal":{"name":"Waste Management and the Environment IX","volume":"18 1","pages":"0"},"PeriodicalIF":0.0000,"publicationDate":"2018-09-17","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":"2","resultStr":"{\"title\":\"WASTE MATERIALS AS SUBSTRATES IN VERTICAL FLOW CONSTRUCTED WETLANDS TREATING DOMESTIC WASTEWATER\",\"authors\":\"Atif Mustafa, Mehmood Ali\",\"doi\":\"10.2495/wm180311\",\"DOIUrl\":null,\"url\":null,\"abstract\":\"Vertical flow constructed wetlands (VFCW) are considered to be one of the most efficient type of wetlands and require a lesser footprint in comparison to other wetland types. Substrate is an important component of wetland. We used the common gravel (VFCW 1) and three waste materials: concrete (VFCW 2), slag concrete (VFCW 3) and coconut husk (VFCW 4) as substrates in experimental wetlands. All four experimental wetlands have been constructed in uPVC pipes, diameter and height of each VFCW was 89 mm and 1000 mm, respectively. A 15 mm diameter perforated pipe that penetrates to the wetland bottom was installed in each wetland for passive aeration. Canna indica, an ornamental plant was planted in all four wetlands. Pre-treated wastewater from a wastewater treatment plant was added manually to all VFCW. The maximum plant height observed was 78.7 cm in VFCW 1 while minimum plant height observed was 53.3 cm in VFCW 3. The four VFCW removed all monitored contaminants with good removal efficiencies during the 8 months monitoring period: suspended solids (79%, 74%, 74%, 54%); BOD (54%, 42%, 42%, 2%); COD (54%; 47%; 44%, 34%); ammonia-nitrogen (54%, 46%, 38%, 38%), ortho-phosphate (67%, 61%, 64%, 53%); and fecal coliforms (55%, 40%, 14%, 52%). DO levels increased for VFCW 1 and 4 and nitrate levels increased in all wetlands confirming the nitrification process. For the various waste materials used following were our observations: VFCW 2 performed the best for organic matter and ammonia-nitrogen removal while VFCW 3 outperformed others for phosphorus removal and VFCW 4 had the highest percentage of fecal coliforms removal.\",\"PeriodicalId\":103799,\"journal\":{\"name\":\"Waste Management and the Environment IX\",\"volume\":\"18 1\",\"pages\":\"0\"},\"PeriodicalIF\":0.0000,\"publicationDate\":\"2018-09-17\",\"publicationTypes\":\"Journal Article\",\"fieldsOfStudy\":null,\"isOpenAccess\":false,\"openAccessPdf\":\"\",\"citationCount\":\"2\",\"resultStr\":null,\"platform\":\"Semanticscholar\",\"paperid\":null,\"PeriodicalName\":\"Waste Management and the Environment IX\",\"FirstCategoryId\":\"1085\",\"ListUrlMain\":\"https://doi.org/10.2495/wm180311\",\"RegionNum\":0,\"RegionCategory\":null,\"ArticlePicture\":[],\"TitleCN\":null,\"AbstractTextCN\":null,\"PMCID\":null,\"EPubDate\":\"\",\"PubModel\":\"\",\"JCR\":\"\",\"JCRName\":\"\",\"Score\":null,\"Total\":0}","platform":"Semanticscholar","paperid":null,"PeriodicalName":"Waste Management and the Environment IX","FirstCategoryId":"1085","ListUrlMain":"https://doi.org/10.2495/wm180311","RegionNum":0,"RegionCategory":null,"ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":null,"EPubDate":"","PubModel":"","JCR":"","JCRName":"","Score":null,"Total":0}
WASTE MATERIALS AS SUBSTRATES IN VERTICAL FLOW CONSTRUCTED WETLANDS TREATING DOMESTIC WASTEWATER
Vertical flow constructed wetlands (VFCW) are considered to be one of the most efficient type of wetlands and require a lesser footprint in comparison to other wetland types. Substrate is an important component of wetland. We used the common gravel (VFCW 1) and three waste materials: concrete (VFCW 2), slag concrete (VFCW 3) and coconut husk (VFCW 4) as substrates in experimental wetlands. All four experimental wetlands have been constructed in uPVC pipes, diameter and height of each VFCW was 89 mm and 1000 mm, respectively. A 15 mm diameter perforated pipe that penetrates to the wetland bottom was installed in each wetland for passive aeration. Canna indica, an ornamental plant was planted in all four wetlands. Pre-treated wastewater from a wastewater treatment plant was added manually to all VFCW. The maximum plant height observed was 78.7 cm in VFCW 1 while minimum plant height observed was 53.3 cm in VFCW 3. The four VFCW removed all monitored contaminants with good removal efficiencies during the 8 months monitoring period: suspended solids (79%, 74%, 74%, 54%); BOD (54%, 42%, 42%, 2%); COD (54%; 47%; 44%, 34%); ammonia-nitrogen (54%, 46%, 38%, 38%), ortho-phosphate (67%, 61%, 64%, 53%); and fecal coliforms (55%, 40%, 14%, 52%). DO levels increased for VFCW 1 and 4 and nitrate levels increased in all wetlands confirming the nitrification process. For the various waste materials used following were our observations: VFCW 2 performed the best for organic matter and ammonia-nitrogen removal while VFCW 3 outperformed others for phosphorus removal and VFCW 4 had the highest percentage of fecal coliforms removal.