Free-surface flows with near-critical flow conditions

被引:35
作者
Chanson, H
机构
[1] Department of Civil Engineering, University of Queensland, Brisbane
关键词
open channel flow; critical flow conditions; free-surface undulations; flow instability; undular surge; undular broad-crested weir flow; culvert flow;
D O I
10.1139/l96-936
中图分类号
TU [建筑科学];
学科分类号
0813 [建筑学];
摘要
Open channel flow situations with near-critical flow conditions are often characterized by the development of free-surface instabilities (i.e., undulations). The paper develops a review of several near-critical flow situations. Experimental results are compared with ideal-fluid flow calculations. The analysis is completed by a series of new experiments. The results indicate that, for Froude numbers slightly above unity, the free-surface characteristics are very similar. However, with increasing Froude numbers, distinctive flow patterns develop.
引用
收藏
页码:1272 / 1284
页数:13
相关论文
共 43 条
[1]
ANDERSEN VM, 1978, J HYDR ENG DIV-ASCE, V104, P1185
[2]
ANDERSEN VM, 1978, ASCE J HYDRAULIC DIV, V105, P1208
[3]
[Anonymous], J HOUILLE BLANCHE
[4]
[Anonymous], CE28 U QUEENSL DEP C
[5]
[Anonymous], THESIS TRINITY COLL
[6]
[Anonymous], PUBLICATION DELFT HY
[7]
[Anonymous], 1965, BORES BREAKERS WAVES
[8]
[Anonymous], J HOUILLE BLANCHE
[9]
Apelt CJ, 1983, AUSTR CIVIL ENG T I, VCE25, p[89, 2]
[10]
BAZIN H, 1891, MEMOIRES DOCUMENTS P, V7, P445