EFFECTS OF 2-DIMENSIONALITY ON PIPE TRANSIENTS MODELING

被引:153
作者
BRUNONE, B [1 ]
GOLIA, UM [1 ]
GRECO, M [1 ]
机构
[1] UNIV NAPLES FEDERICO II,DEPT HYDR & ENVIR ENGN,I-80125 NAPLES,ITALY
来源
JOURNAL OF HYDRAULIC ENGINEERING-ASCE | 1995年 / 121卷 / 12期
关键词
D O I
10.1061/(ASCE)0733-9429(1995)121:12(906)
中图分类号
TU [建筑科学];
学科分类号
0813 [建筑学];
摘要
The paper discusses the rapid damping of pressure peaks in a water-hammer phenomenon after the end of a complete valve-closure maneuver. This effect is due to flow characteristics not considered when one-dimensional models are employed. Such an effect is linked to the cross-sectional velocity profiles, and therefore to the intrinsic two-dimensionality of the flow field. Applying a 2-D model, recently proposed in the literature, to expand the limited experimental data available with numerical results, useful information on the evolution of the velocity profiles during a transient has been obtained. Starting from an in-depth inspection of the terms in the momentum equation, an additional term is introduced to model the effects of the flow-field two-dimensionality in a 1-D formulation. Finally, the adequacy of a relationship previously proposed by the writers to evaluate the additional term is specifically showed for fast transients in the field of low-Reynolds-number flows when no cavitation occurs, even if its validity has been proven elsewhere for rather different conditions.
引用
收藏
页码:906 / 912
页数:7
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