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A Gis-based water distribution model for zhengzhou city, China

机译:基于Gis的郑州市水量分配模型

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摘要

Many water companies in China are developing GIS as a computer-based tool, for mapping and analyzing objects and events that happen on a water distribution network. However, only a few companies have taken a further step to develop a hydraulic model based on GIS, and Zhengzhou Water Supply Corporation is one of them. The WaterGEMS V8 XM from Bentley is used to develop the hydraulic model for the water distribution network in Zhengzhou city, which has a population of over 3 million. During establishment of the model, some of the data extracted from GIS are missing, abnormal, and redundant and require careful screening, searching, and judging. Model calibration is performed after a sensitivity analysis. Peaking factor and pipe roughness coefficient are key model parameters to calibrate, in calibrating peaking factors, the distribution system is divided into 5 operation districts with different types of water usage. To calibrate pipe roughness coefficients, the system was divided into 4 water supply districts with different attributes of pipelines. Finally, a case study of pipe layout evaluation it shows the hydraulic model to be a powerful tool for water supply management.
机译:中国许多自来水公司正在将GIS开发为一种基于计算机的工具,用于对水分配网络中发生的对象和事件进行映射和分析。但是,只有少数公司采取了进一步的措施来开发基于GIS的水力模型,而郑州供水公司就是其中之一。 Bentley公司的WaterGEMS V8 XM用于为郑州市人口超过300万人的供水网络开发水力模型。在建立模型的过程中,从GIS提取的某些数据丢失,异常和冗余,需要仔细的筛选,搜索和判断。在进行灵敏度分析后执行模型校准。峰化因子和管道粗糙度系数是要校准的关键模型参数,在校准峰化因子时,将分配系统分为5个不同用水类型的操作区。为了校准管道的粗糙度系数,将系统分为四个供水区域,每个供水区域的管道属性不同。最后,以管道布置评估为例,该模型表明水力模型是供水管理的有力工具。

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