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Air-water ratio as a characteristic criterion for fine bubble diffused aeration systems

机译:气水比作为细小气泡扩散曝气系统的特征标准

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The performance of fine bubble diffused aeration systems are conventionally evaluated by such characteristic criteria as specific standard oxygen transfer efficiency (SSOTE), transfer number (N_T) and oxygen transfer coefficient (K_Lα_(20)), but these criteria cannot directly show the variation of air demand with wastewater volume. The ratio of air demand to the wastewater volume (named as air-water ratio) can directly relate the air demand to the wastewater volume, and it is more convenient for designing the aeration systems.The standard oxygenation performances of fine bubble diffused aeration systems in clean water and wastewater, measured in 47 cylindrical tanks, are analyzed in this study. Two corresponding relationships between air-water ratio and dissolved oxygen (DO) concentration are established to estimate the effect of air-water ratio on DO concentration. Within the ranges of parameters studied, the DO concentration is an increasing function of air-water ratio which increases with such two factors: (1) the internal pressure difference between the initial air bubbles entering aeration tank and the terminal air bubbles breaking up from the water surface; (2) the diameters of the initial air bubbles. To verify the validity of air-water ratio, this paper compares the performance of three fine bubble diffused aeration systems evaluated by the ratio with those by SSOTE, N_T and K_Lα_(20), and the process of the calculation of their design and operation based on air-water ratio with those based on the three criteria. The results show that their evaluations are consistent with each other and the process of the calculation based on air-water ratio is more convenient and direct than that based on the other three criteria.
机译:常规上,细气泡扩散曝气系统的性能是根据特定标准氧气传输效率(SSOTE),传输数(N_T)和氧气传输系数(K_Lα_(20))等特征标准进行评估的,但这些标准不能直接显示出空气需求与废水量。空气需求量与废水量之比(称为气水比)可以直接将空气需求量与废水量相关联,更便于设计曝气系统。细气泡扩散曝气系统的标准充氧性能本研究分析了在47个圆柱形水箱中测得的净水和废水。建立气水比与溶解氧(DO)浓度之间的两个对应关系,以估算气水比对DO浓度的影响。在所研究的参数范围内,DO浓度是空气-水比的增加函数,并随以下两个因素而增加:(1)进入曝气池的初始气泡与从曝气池破裂的最终气泡之间的内部压力差。水面; (2)初始气泡的直径。为了验证气水比的有效性,本文比较了用该比率评估的三种细气泡扩散曝气系统与SSOTE,N_T和K_Lα_(20)的性能,并基于它们计算了设计和运行的过程。空气水比与基于三个标准的空气水比。结果表明,他们的评价是相互一致的,并且基于空水比的计算过程比基于其他三个标准的计算更方便,直接。

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