Extended-period analysis with a transient model

被引:15
作者
Filion, YR [1 ]
Karney, BW [1 ]
机构
[1] Univ Toronto, Dept Civil Engn, Toronto, ON M5S 1A4, Canada
来源
JOURNAL OF HYDRAULIC ENGINEERING-ASCE | 2002年 / 128卷 / 06期
关键词
pipelines; unsteady flow; hydraulic models; reservoirs; routing;
D O I
10.1061/(ASCE)0733-9429(2002)128:6(616)
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
To design and operate a distribution system, one must understand how it will perform when subjected to external hydraulic loads and demands. This paper presents a hybrid model that efficiently tracks the full range of hydraulic conditions, from steady state to waterhammer. in a system over an extended period by coupling a transient simulator with a reservoir routing scheme. The model's procedure consists of running waterhammer simulations at the start and end of an extended time step to track the rate of filling of a system's reservoirs and then using this information to update reservoir levels at the end of the time step. Beyond conventional level-of-service and capacity-assessment applications, the hybrid model can help the engineer link system unsteadiness to its associated costs in terms of design and operation. Extended period and worst-case simulations presented in a case study suggest that the hybrid model has a high routing accuracy and can be used effectively to identify the critical state which will produce the most severe transients in a system.
引用
收藏
页码:616 / 624
页数:9
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