摘要
分析了管网压力异常工况下的节点水压变化,建立了管网趋势面分析模型,通过比对管网正常工况和异常工况下的趋势图和残差图,判断管网发生漏损现象程度及大体范围,并对某市管网进行了实例分析。
The changes of the nodes pressure under abnormal conditions are analyzed and the trend-surface analysis model for water-supply pipe network is established in this paper.Through contrasting trend chart and the diversity chart under the conditions of normal and abnormal pipe network pressure,the degree and the general scope of the pipeline leakage can be determined.Meanwhile,the water-supply network of certain city is analyzed as an example.
出处
《节水灌溉》
北大核心
2011年第8期47-50,54,共5页
Water Saving Irrigation
关键词
供水管网
管网漏损
趋势面分析
water-supply pipe network
pipeline leakage
trend-surface analysis