scholarly journals Pressure fluctuations and air-water flow properties in hydraulic jumps

2014 ◽  
Author(s):  
Hang Wang ◽  
F. Murzyn ◽  
Hubert Chanson
Keyword(s):  
Water Flow ◽  
Pressure Fluctuations ◽  
Hydraulic Jumps ◽  
Flow Properties

Air-Water Flow Properties in Hydraulic Jumps with Fully and Partially Developed Inflow Conditions

2021 ◽  
Author(s):  
Laura Montano ◽  
Stefan Felder
Keyword(s):  
Water Flow ◽  
Flow Patterns ◽  
Hydraulic Jumps ◽  
Clear Water ◽  
Flow Properties ◽  
Flow Measurements ◽  
Void Fractions ◽  
Bubble Sizes ◽  
Sampling Duration ◽  
Inflow Conditions

Abstract Novel air-water flow measurements were conducted in fully aerated hydraulic jumps with partially and fully developed supercritical inflow conditions. Irrespective of the inflow conditions, the hydraulic jumps resembled typical flow patterns with strong aeration and instabilities, albeit hydraulic jumps with fully developed inflow conditions had a more upwards directed roller motion and a larger clear water core in the second half of the roller. Hydraulic jumps with fully developed inflow conditions had comparatively larger void fractions in the first half of the jump roller and larger bubble count rates throughout, while a comparatively larger number of smaller bubble sizes suggested a stronger break-up of bubbles. This was consistent with slightly larger interfacial velocities and turbulence intensities in the first half of the jump roller with fully developed inflow conditions. An assessment of the required sampling duration for air-water flow properties indicated the requirement to sample for at least five times longer duration than applied in previous studies. These results highlighted the need to carefully consider the inflow conditions and sampling parameters for aerated hydraulic jumps.

scholarly journals Analysis of minimal and maximal pressures, uncertainty and spectral density of fluctuating pressures beneath classical hydraulic jumps

2020 ◽  
Vol 20 (5) ◽  
pp. 1909-1921
Author(s):  
Seyed Nasrollah Mousavi ◽  
Davood Farsadizadeh ◽  
Farzin Salmasi ◽  
Ali Hosseinzadeh Dalir ◽  
Daniele Bocchiola
Keyword(s):  
Spectral Density ◽  
Large Scale ◽  
Pressure Fluctuations ◽  
Low Frequency ◽  
Dominant Frequency ◽  
Standard Uncertainty ◽  
Hydraulic Jumps ◽  
Stilling Basins ◽  
Density Analysis ◽  
Real Scale

Abstract Knowledge of extreme pressures and fluctuations within stilling basins is of the utmost importance, as they may cause potential severe damages. It is complicated to measure the fluctuating pressures of hydraulic jumps in real-scale structures. Therefore, little information is available about the pressure fluctuations in the literature. In this paper, minimal and maximal pressures were analyzed on the flat bed of a stilling basin downstream of an Ogee spillway. Attention has been focused on dimensionless pressures related to the low and high cumulative probabilities of occurrence (P*0.1% and P*99.9%), respectively. The results were presented based on the laboratory-scale experiments. These parameters for the relatively high Froude numbers have not been investigated. The total standard uncertainty for the dimensionless mean pressures (P*m) was obtained around 1.87%. Spectral density analysis showed that the dominant frequency in the classical hydraulic jumps was about 4 HZ. Low-frequency of pressure fluctuations indicated the existence of large-scale vortices. In the zone near the spillway toe, P*0.1% reached negative values of around −0.3. The maximum values of pressure coefficients, namely |CP0.1%|max and CP99.9%max, were achieved around 0.19 and 0.24, respectively. New original expressions were proposed for P*0.1% and P*99.9%, which are useful for estimating extreme pressures.

On the applicability of Washburn law: study of mercury and water flow properties in cement-based materials

2004 ◽  
Vol 37 (2) ◽  
pp. 107-113 ◽  
Author(s):  
A. Aït-Mokhtar ◽  
O. Amiri ◽  
P. Dumargue ◽  
A. Bouguerra
Keyword(s):  
Water Flow ◽  
Flow Properties ◽  
Cement Based Materials

Pressure Fluctuations Beneath Spatial Hydraulic Jumps

2006 ◽  
Vol 18 (6) ◽  
pp. 723-726 ◽  
Author(s):  
Zhong-min Yan ◽  
Chun-tian Zhou ◽  
Shi-qiang Lu
Keyword(s):  
Pressure Fluctuations ◽  
Hydraulic Jumps

Internal hydraulic jumps at T-junctions

1996 ◽  
Vol 314 ◽  
pp. 331-347 ◽  
Author(s):  
Paul A. Roberts ◽  
Stephen Hibberd
Keyword(s):  
Water Flow ◽  
Theoretical Investigation ◽  
Reasonable Agreement ◽  
Hydraulic Model ◽  
Hydraulic Jumps ◽  
Model Based ◽  
Main Pipe ◽  
Layer Flow ◽  
Conjugate States

This paper presents a theoretical investigation of the occurrence of hydraulic jumps in two-layer systems induced by extraction of fluid from the upper layer. The physical configuration consists of a horizontal main pipe along which air and water flow, and a vertically upward side arm. An hydraulic model based on the momentum principle assuming that the fluids do not mix is developed that leads to at least two possible conjugate states for any given two-layer flow. A method of determining the amount of gas which must be extracted into the side arm for a jump to occur is developed and predictions shown to be in reasonable agreement with observation. Unusually, it is shown that above this critical gas take-off value two possible states remain energetically feasible.

Turbulent pressure fluctuations under hydraulic jumps

1992 ◽  
Vol 30 (4) ◽  
pp. 499-520 ◽  
Author(s):  
Virgilio Fiorotto ◽  
Andrea Rinaldo
Keyword(s):  
Pressure Fluctuations ◽  
Hydraulic Jumps ◽  
Turbulent Pressure

scholarly journals Experimental investigations of air entrainment in transition and skimming flows down a stepped chute

2002 ◽  
Vol 29 (1) ◽  
pp. 145-156 ◽  
Author(s):  
H Chanson ◽  
L Toombes
Keyword(s):  
Free Surface ◽  
Water Flow ◽  
Air Entrainment ◽  
Stepped Spillway ◽  
Transition Flow ◽  
Flow Properties ◽  
Flow Measurements ◽  
Surface Aeration ◽  
Stepped Chute ◽  
Uniform Equilibrium

Stepped spillways have been used for about 3500 years. The last few decades have seen the development of new construction materials, design techniques, and applications, for example, embankment overtopping protection systems. Although it is commonly acknowledged that free-surface aeration is significant in stepped chutes, experimental data are scarce, often limited to very steep slopes (α ~ 50°). This paper presents an experimental study conducted in a large-size stepped chute (α = 22°, h = 0.1 m, W = 1 m). Observations demonstrate the existence of a transition flow pattern for intermediate flow rates between nappe and skimming flows. Detailed air–water flow measurements were conducted in both transition and skimming flows, immediately downstream of the inception point of free-surface aeration where uniform equilibrium flow conditions were not achieved. In skimming flows, a complete characterization is developed for the distributions of void fraction, bubble count rate, and velocity, and flow resistance data are compared with other studies. Transition flows exhibit significantly different air–water flow properties. They are highly aerated, requiring the design of comparatively high chute sidewalls.Key words: stepped spillway, air entrainment, two-phase flow properties, skimming flow, transition flow.

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