{"title":"废物稳定塘模型中的生化需氧量建模","authors":"Phoummixay Siharath, Somchay Vilaychaleun, Khampasith Thammathevo, Soulyphan Kannitha, Chankhachone Sonemanivong, Phaiphana Siharath, Sangkhom Singharaj, Thongsalak Saktikoun, Keoduangchai Keokhamphui","doi":"10.58578/ajstea.v2i2.2797","DOIUrl":null,"url":null,"abstract":"The objective of the study is to optimize the kinetic reaction value and model the Biochemical Oxygen Demand (BOD5) on remaining and removal in the waste stabilization pond model, therefore, the waste stabilization pond system includes an anaerobic, facultative and maturation ponds, the study are employed the initial concentration of BOD5 (44.67±6.79 mg/l) from the wastewater sources at Huakhua village, Xaysettha District, Vientiane Capital, additionally, the evaluation are conducted in 3 hydraulic schemes that includes: plug flow, complete mix(single cell) and complete mixed (equal cells in series), consequently, according to the results found that: kinetic reaction values is 0.49 d-1 and the coefficient of determination (R2) are 0.99, 0.95 and 0.98, respectively.","PeriodicalId":504704,"journal":{"name":"Asian Journal of Science, Technology, Engineering, and Art","volume":"746 1","pages":""},"PeriodicalIF":0.0000,"publicationDate":"2024-03-13","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":"0","resultStr":"{\"title\":\"Biochemical Oxygen Demand Modeling in Waste Stabilization Pond Model\",\"authors\":\"Phoummixay Siharath, Somchay Vilaychaleun, Khampasith Thammathevo, Soulyphan Kannitha, Chankhachone Sonemanivong, Phaiphana Siharath, Sangkhom Singharaj, Thongsalak Saktikoun, Keoduangchai Keokhamphui\",\"doi\":\"10.58578/ajstea.v2i2.2797\",\"DOIUrl\":null,\"url\":null,\"abstract\":\"The objective of the study is to optimize the kinetic reaction value and model the Biochemical Oxygen Demand (BOD5) on remaining and removal in the waste stabilization pond model, therefore, the waste stabilization pond system includes an anaerobic, facultative and maturation ponds, the study are employed the initial concentration of BOD5 (44.67±6.79 mg/l) from the wastewater sources at Huakhua village, Xaysettha District, Vientiane Capital, additionally, the evaluation are conducted in 3 hydraulic schemes that includes: plug flow, complete mix(single cell) and complete mixed (equal cells in series), consequently, according to the results found that: kinetic reaction values is 0.49 d-1 and the coefficient of determination (R2) are 0.99, 0.95 and 0.98, respectively.\",\"PeriodicalId\":504704,\"journal\":{\"name\":\"Asian Journal of Science, Technology, Engineering, and Art\",\"volume\":\"746 1\",\"pages\":\"\"},\"PeriodicalIF\":0.0000,\"publicationDate\":\"2024-03-13\",\"publicationTypes\":\"Journal Article\",\"fieldsOfStudy\":null,\"isOpenAccess\":false,\"openAccessPdf\":\"\",\"citationCount\":\"0\",\"resultStr\":null,\"platform\":\"Semanticscholar\",\"paperid\":null,\"PeriodicalName\":\"Asian Journal of Science, Technology, Engineering, and Art\",\"FirstCategoryId\":\"1085\",\"ListUrlMain\":\"https://doi.org/10.58578/ajstea.v2i2.2797\",\"RegionNum\":0,\"RegionCategory\":null,\"ArticlePicture\":[],\"TitleCN\":null,\"AbstractTextCN\":null,\"PMCID\":null,\"EPubDate\":\"\",\"PubModel\":\"\",\"JCR\":\"\",\"JCRName\":\"\",\"Score\":null,\"Total\":0}","platform":"Semanticscholar","paperid":null,"PeriodicalName":"Asian Journal of Science, Technology, Engineering, and Art","FirstCategoryId":"1085","ListUrlMain":"https://doi.org/10.58578/ajstea.v2i2.2797","RegionNum":0,"RegionCategory":null,"ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":null,"EPubDate":"","PubModel":"","JCR":"","JCRName":"","Score":null,"Total":0}
Biochemical Oxygen Demand Modeling in Waste Stabilization Pond Model
The objective of the study is to optimize the kinetic reaction value and model the Biochemical Oxygen Demand (BOD5) on remaining and removal in the waste stabilization pond model, therefore, the waste stabilization pond system includes an anaerobic, facultative and maturation ponds, the study are employed the initial concentration of BOD5 (44.67±6.79 mg/l) from the wastewater sources at Huakhua village, Xaysettha District, Vientiane Capital, additionally, the evaluation are conducted in 3 hydraulic schemes that includes: plug flow, complete mix(single cell) and complete mixed (equal cells in series), consequently, according to the results found that: kinetic reaction values is 0.49 d-1 and the coefficient of determination (R2) are 0.99, 0.95 and 0.98, respectively.
京公网安备 11010802042870号
京ICP备2023020795号-1
分享
求助内容：
应助结果提醒方式：
扫码关注我们
