周进周出式二沉池流态数值模拟

摘要

In order to study the flow pattern in a peripheral-feed and peripheral takeoff secondary clarifier of Hedong wastewater treatment plant in Xiangtan city, a modified RNG k-ε two-equation model was used for the numerical simulation of the flow patterns in the said kind of secondary clarifier under different reflux ratios with the aid of software FLUENT6.3. The results showed that: short circuit did not exist in the peripheral-feed and peripheral takeoff secondary clarifier of Hedong wastewater treatment plant in Xiangtan city; with the increasing of reflux ratio, volume availability increased gradually. It could be seen that, peripheral-feed and peripheral takeoff secondary clarifier could meet the design requirement for flow pattern, and had high volume availability but poor anti-shock loading capability.%为了研究湘潭市河东污水处理厂周进周出式二沉池的流态,利用改进的RNGk-ε双方程模型,借助FLUENT6.3软件,对不同回流比情况下的周进周出式二沉池流态进行了数值模拟.结果表明:湘潭市河东污水处理厂周进周出式二沉池并不存在短流现象;随着回流比的增大,容积利用率逐渐增大,周进周出式二沉池实际流态基本上能达到设计目的,容积利用率较高但不耐水量冲击.