A NUMERICAL STUDY OF SUBMERGED HYDRAULIC JUMPS

被引：49

作者：

LONG, D

STEFFLER, PM

RAJARATNAM, N

机构：

[1] Dept. Of Civil Engineering, Univ. Of Alberta, Edmonton, AB

来源：

JOURNAL OF HYDRAULIC RESEARCH | 1991年 / 29卷 / 03期

关键词：

D O I：

10.1080/00221689109498435

中图分类号：

TU [建筑科学];

学科分类号：

0813 ;

摘要：

A standard two-dimensional k-epsilon-turbulence model is used to predict the mean flow and turbulence characteristics of submerged hydraulic jumps. An offset control volume method is developed to facilitate computation of the variable free surface. The numerical predictions are compared with experimental measurements under three conditions with supercritical Froude numbers ranging from 3.2 to 8.2 and submergence factors ranging from 0.24 to 0.85. Finally the numerical performance is evaluated and discussed in detail. It is concluded that the model is adequate for predicting the surface profile, mean velocity field and to some extent, the turbulence structure of submerged hydraulic jumps.

引用

页码：293 / 308

页数：16

共 18 条

[1] INVESTIGATION INTO THE FINITE-ELEMENT ANALYSIS OF CONFINED TURBULENT FLOWS USING A K-EPSILON-MODEL OF TURBULENCE [J].