Experimental Investigation of the Joint Effect of Flow Expansion and Submerged Vanes on Hydraulic Jump Characteristics

Author(s):  
Hadiseh Sedighi-Harsini ◽  
Mahdi Asadi-Aghbolaghi ◽  
Rouhalla Fattahi-Nafchi ◽  
Karim Norouzi
2014 ◽  
Vol 2 (1) ◽  
pp. 271-278 ◽  
Author(s):  
A. Cantelli ◽  
T. Muto

Abstract. Knickpoints often form in bedrock rivers in response to base-level lowering. These knickpoints can migrate upstream without dissipating. In the case of alluvial rivers, an impulsive lowering of base level due to, for example, a fault associated with an earthquake or dam removal commonly produces smooth, upstream-progressing degradation; the knickpoint associated with suddenly lowered base level quickly dissipates. Here, however, we use experiments to demonstrate that under conditions of Froude-supercritical flow over an alluvial bed, an instantaneous drop in base level can lead to the formation of upstream-migrating knickpoints that do not dissipate. The base-level fall can generate a single knickpoint, or multiple knickpoints. Multiple knickpoints take the form of cyclic steps, that is, trains of upstream-migrating bedforms, each bounded by a hydraulic jump upstream and downstream. In our experiments, trains of knickpoints were transient, eventually migrating out of the alluvial reach as the bed evolved to a new equilibrium state regulated with lowered base level. Thus the allogenic perturbation of base-level fall can trigger the autogenic generation of multiple knickpoints which are sustained until the alluvial reach recovers a graded state.


2006 ◽  
Vol 558 ◽  
pp. 33 ◽  
Author(s):  
JOHN W. M. BUSH ◽  
JEFFREY M. ARISTOFF ◽  
A. E. HOSOI

1999 ◽  
Vol 125 (8) ◽  
pp. 896-899 ◽  
Author(s):  
Brian Barkdoll ◽  
Fredrick Marelius ◽  
Sanjiv K. Sinha

2007 ◽  
Vol 590 ◽  
pp. 355-380 ◽  
Author(s):  
R. P. KATE ◽  
P. K. DAS ◽  
SUMAN CHAKRABORTY

The flow field due to two normal impinging liquid jets is different from the flow field associated with a single normal impinging liquid jet, and even from the flow field around two normal impinging compressible fluid jets. Depending on the spacing between the two jets and their relative strengths, different kinds of hydraulic jump interactions are possible, resulting in a variety of flow patterns. The present study experimentally elucidates the jump--jump interactions formed in such cases, for different values of inter-jet spacings and for different strengths of the individual jets. Analogous flow fields associated with the interactions between a single impinging jet and a fence are also studied to allow convenient experimental flow vizualizations.


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