期刊文献+

管网宏观模型的完善及节能减漏应用 被引量:1

Perfection of network macroscopic model and application of energy conservation and leakage control
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摘要 基于宏观模型可建立管网压力控制模型,并将其应用于桂城水厂。运行结果表明,采用管网压力控制模型后,水厂供水范围合理,远端压力精度为±0.001 MPa;控制泵群工况点沿管网压力曲线运行,调节后的流量和压力均能满足用户要求,同时使小区阀门减漏效应扩展至整个管网,可有效降低管网的漏损率;修正宏观模型及水力模型调度压力有利于在供水调度过程中实现节能节水。 The network pressure control model was established based on macroscopic model, and it was applied to Guicheng Waterworks. The operational results showed that the water supply area was reasonable and the remote pressure accuracy was + 0. 001 MPa after adopting the network pressure control model. The operating points of the control pump sets operated along with the pressure curves of network, and regulated flow and pressure could meet the requirements of users. Meanwhile leakage control of the residential area valves could be expanded to the whole network, and the network leakage rates could be reduced effectively. The modification of macroscopic model and dispatching pressure of hydraulic model were beneficial to realize energy and water saving in dispatching of water supply.
出处 《供水技术》 2013年第3期51-56,共6页 Water Technology
关键词 漏损控制 压力控制 SCADA DMA leakage control pressure control SCADA DMA
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参考文献2

  • 1陈进军,陈亚军,俞斌.水泵调速节能的新认识[A].水行业节能减排经验交流技术研讨会[C].郑州,2009.
  • 2游庆元.泵站及管网压力控制与DMA阀门减漏[A].第七届中国城镇水务发展国际研讨会[C].北京,2012.

同被引文献5

  • 1程伟平,郑冠军,俞停超,毛根海,吉乔伟.供水管网状态估计研究进展[J].中国给水排水,2006,22(20):9-13. 被引量:9
  • 2库尔干诺夫.菲得洛夫著.郭连起译.给水排水系统水力计算手册[M].北京:中国建筑工业出版社,1983.
  • 3CJJ207--2013城镇供水管网运行、维护及安全技术规程[s].
  • 4Demoyer R, Lawrence J R, Horwitz B. Macroscopic distribution system modeling[ J ]. Journal AWWA, 1975, 67(7) :377 -380.
  • 5俞国平.城市供水科学调度的若干关键问题[A].第二届调度监测、自动控制设备技术应用研讨会[C].呼伦贝尔:中国城镇供水排水协会,2007.

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