摘要
本文应用PIPENET软件对我国自主研发的三代压水堆核电厂二回路给水系统进行建模。利用瞬态计算功能模拟水锤发生及衰减过程,计算最大水锤压力、管系中最大水锤载荷以及最大水锤压力和载荷发生的时间及位置等。主要针对以下工况进行敏感性分析,即给水调节阀不同关闭特性、不同关闭时间、系统管径变化、阀门安装位置等对水锤的影响。
Through the application of PIPENET software,the model of China's independent research and development of the three generation of PWR nuclear power plant feedwater system is established.Water hammer calculation is simulated including Water hammer occurrence and the decay process by transient function,the maximum water hammer pressure in the pipe system,maximum water hammer load,and the maximum water hammer pressure and load time of occurrence and location is calculated.Sensitivity analysis of the water hammer is carried out according to the following conditions mainly,namely the feedwater regulating valve and feedwater isolation valve is closed,the different effect of different conditions of closing time,the change of diameter of the valve system,the installation position.
引文
[1]郑广庆,邢景伟,赵星海,等.电厂汽水管道水锤分析[J].能源研究与信息,2012,4(28):237-241.
[2]王鑫,韩伟实.压水堆核电厂主给水管道水锤计算及分析[J].原子能科学技术,2010,9(44):192-197.
[3]刘叔千.美国核电站中的水锤及其评价[J].核动力工程,1987,8(3):1-14.
[4]蔡坤,秦洁.核电站主给水隔离阀关闭引起水锤的分析[J].阀门,2013,1:4.
[5]李松,马建中,高李霞,等.水锤引起的管道振动特性分析[J].核动力工程,2008,6(29):25-29.
[6]梁建军,何强,褚同伟,等.基于PIPE2008:Surge的超高扬程取水工程停泵水锤模拟分析[J].给水排水,2010,6(36):117-121.
[7]于沛,李嫦月.压水堆核电厂主蒸汽管道汽锤计算[J].核动力工程,2014,1(35):124-127.
[8]王学芳,叶宏开,汤荣铭.工业管道中的水锤[M].第一版.北京:科学出版社,1995:18-30.