标题: | 分区计量管网之水压模拟方法 Simulation of nodal pressure in district metered areas (DMAs) for urban water distribution networks |
作者: | 李玮恩 黄志彬 Lee, Wei-An Huang, Chih-pin 环境工程系所 |
关键字: | 小区管网;EPANET 2.0;节点压力预估;用户需水量推估;District Metered Areas;EPANET 2.0;Nodal pressure simulation;Demand pattern assumption |
公开日期: | 2017 |
摘要: | 台湾地区公共给水系统基础建设已趋于完善,都市化及公共给水普及率高,但管线破管漏水或管网水质污染事件仍然偶有发生。其中用户用水行为是重要管网管理上的评估项目之一,掌握用户用水行为,可以比对是否当前用水已提供足够的压力,找出可以满足用户需求的最低供水压力,不仅能减少配水管网输送过多无谓的水也能降低漏水或破管的发生。目前台湾水事业单位在记录用户需求上,通常采取定期抄表纪录用户用水量,但由于人员抄表的误差以及间隔2个月的抄表频率,致使无法有效掌握用户用水行为。 本研究透过搜集小区管网之基本资料、记录进水点之流量及压力数据,辅以售水率与用户调查分类去建立用户需水量推估方法,推估现阶段用户用水行为,EPANET 2.0模式能预估未来一星期之节点水压,作为未来管网管理评估上的重要参考指标。透过实测节点压力与预估节点压力值之验证,相关性(R2)高达0.83,显示本研究之推估方法确实能够模拟出此区域之预估节点水压,且经过测试不同压力区段下之结果,可得最适预测压力范围落在1.5 kg/cm2至4.7 kg/cm2之间。 Water distribution system (WDS) is one of the most important complex infrastructures in urban areas. However, aging infrastructure and high growing of water demand may damage the pipe, causing leakage and contamination. The water consumption behavior of consumers is an important index for water utilities. Understanding the behavior of user consumption not only can understand the current status of WDS (i.e. pressure), but also can figure out the minimum operating pressure that satisfies consumers. Minimum operating pressure can be used to decrease water leakage and reduce the occurrence of pipe burst. At present, water utilities in Taiwan usually use personnel meter reading to record consumer’s consumption. However, its acquisition data of WDS is hard to be analyzed because of occasional errors. This study aimed to evaluate the nodal pressure in DMA for WDS data analysis in Zhubei City. In order to figure out water consumption behavior and minimum operating pressure, the pipe network simulation software EPANET 2.0 was used to simulate nodal pressure of district metered areas. The inflow data of distribution network were acquired by filtering the average leak rate. This method could totally assume the consumer’s water demand pattern. After testing with real data, this method showed good predictability (R2 = 0.86) to the nodal pressure in a future week. Moreover, testing by mean absolute percentage error showed the predict pressure error was less than 13%. Our stimulation model of water demand for Zhubei City’s DMA performed that nodal pressure greater than 1.5 kg/cm2 was a critical condition for the observation of good predictability (R2 > 0.7). |
URI: | http://etd.lib.nctu.edu.tw/cdrfb3/record/nctu/#GT070451716 http://hdl.handle.net/11536/142691 |
显示于类别: | Thesis |