曝气
入口
氧气
饱和(图论)
环境科学
环境工程
管(容器)
化学
机械
材料科学
工程类
数学
物理
复合材料
有机化学
组合数学
机械工程
作者
Richard E. Speece,Rudolph Orosco
出处
期刊:Journal of the Sanitary Engineering Division
[American Society of Civil Engineers]
日期:1970-06-01
卷期号:96 (3): 715-725
被引量:6
标识
DOI:10.1061/jsedai.0001123
摘要
Four independent parameters were studied in the design of U-Tube aeration systems: (1) air-water ratio; (2) inlet dissolved oxygen concentration; (3) depth; and (4) water velocity. Each different combination of parameters will result in different capital and operating costs. Outlet dissolved oxygen concentration is reported in this study for the following range of independent parameters: (1) Air-water ratio = 5% to 25%; (2) inlet dissolved oxygen = 0% to 100% saturation; (3) depth = 20 ft to 40 ft; and (4) water velocity = 3.6 to 9.2 ft per sec. A computer model of the gas transfer equation, adapted to the U-Tube aerator was used to evaluate the reaeration coefficient, K2. Transfer of gases other than oxygen is analyzed.
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