半淹没式旋转孔板污水取水机水力特性数学模型及运行分析
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中央高校基本科研业务费重大类研究型培育项目(DUT11ZD105);新疆建设兵团科技局(2011AB025);“十二五”国家科技支撑计划(2011BAJ03B12 3);江苏省科技支撑计划(BE2010645)。


Mathematical Model and Operation Analysis of Semi-submerged Rotary Orifice Sewage Source Heat Pump Intake Machine
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    摘要:

    针对污水源热泵系统中过滤除污装置流量稳定性差、不易调节并影响换热器效率的问题,介绍了新型半淹没式旋转孔板污水取水机,研究了其工作原理,通过建立数学模型分析了污水中污杂物浓度、污水的液面高度、孔板的旋转周期对其过流量、过滤负荷、滤面堵塞系数的影响。结果表明:污水液面高度、孔板旋转周期一定的条件下,污水浓度增加将导致孔板过流量减小,滤面堵塞系数增加;通过调整液面高度和孔板旋转周期可调节由于污水中污杂物浓度变化对孔板过流量的影响,且孔板旋转周期调节效果优于液面高度。

    Abstract:

    To solve the flow instability and adjustment difficulty of filtering dirt-removing device in the sewage source heat pump system, which affect the efficiency of heat exchanger, semi-flooded rotary orifice sewage auto-strainer was generated. According to establishing the mathematical model, the effect is analysed of pollutant concentration and liquid level height of sewage and rotation period of orifice plate to filtered flow rate, filtered load and filtering surface block coefficient. The result shows that: in the certain condition of sewage liquid level height and orifice plate rotation period, the increase of sewage will decrease the filtered flow rate of orifice plate, and increase filtering surface block coefficient; The effect of pollutant concentration change in the sewage to orifice plate filtered flow rate could be adjusted by regulating the sewage liquid level height and orifice plate rotation period, and the moderating effect of orifice plate rotation period is better than that of sewage liquid level height.

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刘志斌,马良栋,张吉礼.半淹没式旋转孔板污水取水机水力特性数学模型及运行分析[J].土木与环境工程学报(中英文),2014,36(3):123-128. Liu Zhibin, Ma Liangdong, Zhang Jili. Mathematical Model and Operation Analysis of Semi-submerged Rotary Orifice Sewage Source Heat Pump Intake Machine[J]. JOURNAL OF CIVIL AND ENVIRONMENTAL ENGINEERING,2014,36(3):123-128.10.11835/j. issn.1674-4764.2014.03.020

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  • 收稿日期:2013-12-01
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  • 在线发布日期: 2014-06-17
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