Biochemical Oxygen Demand Modeling in Waste Stabilization Pond Model

Phoummixay Siharath, Somchay Vilaychaleun, Khampasith Thammathevo, Soulyphan Kannitha, Chankhachone Sonemanivong, Phaiphana Siharath, Sangkhom Singharaj, Thongsalak Saktikoun, Keoduangchai Keokhamphui
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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.
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废物稳定塘模型中的生化需氧量建模
本研究的目的是优化动力学反应值,并建立垃圾稳定塘模型中生化需氧量(BOD5)的剩余和去除模型,因此,垃圾稳定塘系统包括厌氧池、兼性池和成熟池。研究采用了来自首都万象 Xaysettha 区 Huakhua 村废水源的 BOD5 初始浓度(44.67±6.79 mg/l),并在 3 种水力方案中进行了评估,包括:塞流、完全混合(单池)和完全混合(等池串联),结果发现:动力学反应值为 0.49 d-1,决定系数(R2)分别为 0.99、0.95 和 0.98。
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