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1)  Hydraulic calculation of rain and wastewater lines
雨污水管道水力计算
2)  rain foul water pipe
雨污水管道
3)  pipeline hydraulic calculation
管道水力计算
4)  rainfall and sewage pipes
雨、污水管
5)  Rainwater pipe
雨水管道
1.
Taking the Changshu region of Jiangsu Province for an example,through analysis on drainage modes of rainwater in low-lying field,the existing problems in conventional design method for flooded fields drainage were put forward,and the conception and method for pressure rainwater pipe design were discussed as well.
 以江苏常熟地区为例,通过对圩区雨水排水工况的分析,提出了传统雨水设计方法在圩区排涝设计中存在的问题,并探讨了圩区压力流雨水管道设计的思路和方法。
6)  rainwater pipeline
雨水管道
1.
In order to improve the water drainage reliability of the rainwater pipeline,the reliability theory of engineering structure is introduced into rainwater pipeline.
为提高雨水管道的排水可靠性,将工程结构可靠性理论引入了雨水管道中,提出了雨水管道的概率极限状态水力计算方法,给出了目标可靠指标建议值,并计算出与之相对应的分项系数,形成了基于可靠性的以分项系数表达的概率极限状态水力计算公式。
2.
This paper submit some methods of rainwater pipeline combining with geography feature, such as the pipe diameter determination and pipeline embed are conducted separately, hydraulic calculation adopts unitary hydraulic gradient, the pipeline embed adopts unitary setter slope, advocating plain joint and spout covering and so on.
本文结合河网平源地区的水文地理特点,提出了雨水管道设计中管径确定与管道埋设分别独 立进行,水力计算采用统一的水力坡降,管道埋设采用统一的安装坡度,以及提倡管底平接等设计思想与计算 方法。
补充资料:管道SCADA(见管道数据采集与监控系统)


管道SCADA(见管道数据采集与监控系统)
popeline supervisory control and data acquisition system

  管道SCADA(PIPelinesuPervisory eontroland data aequisition system)与监控系统。见管道数据采集
  
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