首页 | 本学科首页   官方微博 | 高级检索  
     

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
引用本文: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]. 土木建筑与环境工程, 2014, 36(3): 123-128
作者姓名:刘志斌  马良栋  张吉礼
作者单位:大连理工大学 建设工程学部,辽宁 大连 116024;大连理工大学 建设工程学部,辽宁 大连 116024;大连理工大学 建设工程学部,辽宁 大连 116024
基金项目: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)。
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。

关 键 词:污水源热泵;过流量;过滤负荷;堵塞系数
收稿时间:2013-12-01

Mathematical Model and Operation Analysis of Semi-submerged Rotary Orifice Sewage Source Heat Pump Intake Machine
Liu Zhibin,Ma Liangdong and Zhang Jili. Mathematical Model and Operation Analysis of Semi-submerged Rotary Orifice Sewage Source Heat Pump Intake Machine[J]. Journal of Civil,Architectrual & Environment Engineering, 2014, 36(3): 123-128
Authors:Liu Zhibin  Ma Liangdong  Zhang Jili
Affiliation:Faculty of Infrastructure Engineering, Dalian University of Technology, Dalian 116024, Liaoning, P. R. China;Faculty of Infrastructure Engineering, Dalian University of Technology, Dalian 116024, Liaoning, P. R. China;Faculty of Infrastructure Engineering, Dalian University of Technology, Dalian 116024, Liaoning, P. R. China
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.
Keywords:sewage source heat pump   filtered flow rate   filtered load   blockage coefficient
本文献已被 CNKI 等数据库收录!
点击此处可从《土木建筑与环境工程》浏览原始摘要信息
点击此处可从《土木建筑与环境工程》下载全文
设为首页 | 免责声明 | 关于勤云 | 加入收藏

Copyright©北京勤云科技发展有限公司  京ICP备09084417号