复杂重力流供水系统水力过渡过程分析与水锤防护设计

周天驰; 李高会; 李路明

引用本文:	周天驰,李高会,李路明.复杂重力流供水系统水力过渡过程分析与水锤防护设计[J].灌溉排水学报,,():-.
	ZHOU Tian-chi,Li Gao-hui,Li Lu-ming.复杂重力流供水系统水力过渡过程分析与水锤防护设计[J].灌溉排水学报,,():-.

【打印本页】【下载PDF全文】【查看/发表评论】【EndNote】【RefMan】【BibTex】

过刊浏览高级检索

本文已被：浏览 1956次下载 0次
分享到：微信更多字体:加大+\|默认\|缩小-
复杂重力流供水系统水力过渡过程分析与水锤防护设计
周天驰¹, 李高会², 李路明²
1.中国电建集团华东勘测设计研究院有限公司;2.中国电建集团华东勘测设计研究院有限公司杭州

摘要:

【目的】临平自来水厂供水工程起点位于千岛湖引水工程余杭分水点,供水对象为临平、仁和、宏畔、塘栖四个水厂,管道直径1.4~2.6m,总长度30.9km,远景供水规模43万m_³/d,采用全程重力流供水方式,供水用户多、线路复杂,水力过渡过程计算分析复杂、水锤防护设计难度大。【方法】首先采用华东院自主开发的供水工程水力过渡过程仿真计算软件Hysimcity进行建模及计算分析,确定供水系统水力过渡过程中压力变化情况；接着针对供水系统各个部位的水力学特点以及整个系统的水力学特性,开展整个输水系统的水锤防护设计。【结果】最终确定在临平、仁和、宏畔、塘栖水厂前设置直径1m的超压泄压阀及各个水厂阀门一段直线关闭的联合水锤防护方案,有效解决了多用户重力流供水系统的水锤问题。【结论】本文可为类似供水系统的水力过渡过程分析与水锤防护设计提供参考。

关键词: 复杂供水系统;重力流;水锤防护;超压泄压阀

DOI：

分类号:S277.7；TV732.4

基金项目:

Hydraulic Transient Analysis and Water Hammer Protection Design of Complex Gravity Flow Water Supply System

ZHOU Tian-chi,Li Gao-hui,Li Lu-ming

Huadong Engineering Corporation Limited,Powerchina

Abstract:

【Objective】The water supply project of Linping waterworks starts from Yuhang water distribution outlet of Qiandaohu water diversion project, supplying for four waterworks of Linping, Renhe, Hongpan and Tangqi. The diameter of the pipeline is 2.6~1.4m, the total length is 30.9km, and the prospective water supply scale is 43×10⁴m³/d. The project adopts gravity flow water supply mode, with many water users and complex lines, so the calculation and analysis of hydraulic transient process is complex and the design of water hammer protection is difficult.【Method】In the paper, the hydraulic transient process simulation software— Hysimcity developed by Huadong Engineering Corporation Limited was used for modeling and calculation, and the pressure change of water supply system in the hydraulic transient process was obtained. According to the hydraulic characteristics of the system, the water hammer protection design of the whole water supply system was carried out.【Result】After a lot of trial calculation and analysis, when the regulating valve in front of the waterworks is closed in 120s, the water hammer problem is effectively solved by set the pressure relief valve with diameter of 1m in front of each waterworks.【Conclusion】The paper provides reference for water hammer protection design of similar water supply project.

Key words: Complex water supply system; gravity flow; water hammer protection; pressure relief valve.