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dc.contributor.advisorTran, Tien Khoi
dc.contributor.authorNguyen, Phan Mai Tram
dc.date.accessioned2024-03-14T03:33:39Z
dc.date.available2024-03-14T03:33:39Z
dc.date.issued2021
dc.identifier.urihttp://keep.hcmiu.edu.vn:8080/handle/123456789/4467
dc.description.abstractThis project proposal with the content: "Calculation and design of rubber processing wastewater treatment system, capacity 2600 m3/day". Requires that wastewater after treatment must meet standards archives No. 379 dated 12/07/2011 of the Department of Natural Resources and Environment of Champassak province - Lao PDR. The proposed technology designed in this project uses biological methods to play a major role. Wastewater will be pre-treated through a latex separation tank to remove the remaining rubber fibers, then through equalization tank to regulate the flow and balance the concentration of pollutants in the wastewater before being put into the wastewater treatment plant works. The water is then passed through the biological tank cluster, which are anaerobic tanks, anoxic tanks, and aerobic tanks. The wastewater is then transferred to a settling tank for biological sedimentation. Finally, the wastewater flows through the optional pond to complete before being discharged to the receiving source. Overall, this proposal explains in detail the technical aspects of the project and why this system should be chosen to use in rubber wastewater treatment.en_US
dc.language.isoenen_US
dc.subjectDesign rubber processing wastewater treatment systemen_US
dc.titleDesign Rubber Processing Wastewater Treatment System With A Capacity Of 2600 M3/Dayen_US
dc.typeThesisen_US


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