4.2 Article

Wall-Wake Flows Downstream of a Sphere Placed on a Plane Rough Wall

Journal

JOURNAL OF HYDRAULIC ENGINEERING
Volume 137, Issue 10, Pages 1173-1189

Publisher

ASCE-AMER SOC CIVIL ENGINEERS
DOI: 10.1061/(ASCE)HY.1943-7900.0000441

Keywords

Flow characteristics; Hydraulics; Open-channel flow; Stream beds; Turbulent flow; Wakes

Ask authors/readers for more resources

The time-averaged characteristics of turbulent wall-wake flows downstream of a sphere placed on a rough wall are studied. The profiles of the defect of streamwise velocity, Reynolds shear stress, and turbulence intensities exhibit some degree of similarities when they are scaled by their respective peak defect values. For the velocity defect profiles, the vertical distances are scaled by the height of the location of the half-peak velocity defect. However, for the defect profiles of the Reynolds shear stress and the turbulence intensities, the vertical distances are scaled by the height of the location of the half-peak Reynolds shear stress defect. The magnitudes of the peak defect of all the quantities diminish with the distance downstream of the sphere characterizing the recovery of their undisturbed profiles. Additionally, the theoretical similarity solution for the velocity defect profiles is obtained. The third-order correlations imply that in the inner layer of wall wakes, a streamwise acceleration is prevalent and associated with a downward flux, suggesting sweeps. In contrast, in the outer layer, a streamwise deceleration exists and is associated with an upward flux, suggesting ejections. The profiles of the energy budget show that the turbulent and pressure energy diffusions oppose each other. The turbulent production has a positive peak, and the pressure energy diffusion has a negative peak, indicating a large gain in turbulence production in the wall-wake flows. The quadrant analysis confirms that in wall-wake flows, sweeps are the governing mechanism resulting from an inrush of fluid streaks. The bursting events have shorter duration, but they are more frequent than those in upstream. DOI: 10.1061/(ASCE)HY.1943-7900.0000441. (C) 2011 American Society of Civil Engineers.

Authors

I am an author on this paper
Click your name to claim this paper and add it to your profile.

Reviews

Primary Rating

4.2
Not enough ratings

Secondary Ratings

Novelty
-
Significance
-
Scientific rigor
-
Rate this paper

Recommended

Article Environmental Sciences

Non-linear shallow water flow modelling over topography with depth-averaged potential equations

Oscar Castro-Orgaz, Francisco N. Cantero-Chinchilla

ENVIRONMENTAL FLUID MECHANICS (2020)

Editorial Material Environmental Sciences

Environmental fluid mechanics in hydraulic engineering

Hubert Chanson, Fabian Bombardelli, Oscar Castro-Orgaz

ENVIRONMENTAL FLUID MECHANICS (2020)

Article Computer Science, Interdisciplinary Applications

A MATLAB software platform for modelling vertically -integrated non -hydrostatic flows with moment equations

Pedro Gamero, Rafael J. Bergillos, Francisco N. Cantero-Chinchilla, Oscar Castro-Orgaz

ENVIRONMENTAL MODELLING & SOFTWARE (2020)

Review Environmental Sciences

Undular and broken surges in dam-break flows: a review of wave breaking strategies in a Boussinesq-type framework

Oscar Castro-Orgaz, Hubert Chanson

ENVIRONMENTAL FLUID MECHANICS (2020)

Article Engineering, Civil

Alfred Aime Flamant: Hydraulician and Textbook Author

Willi H. Hager, Oscar Castro-Orgaz

JOURNAL OF HYDRAULIC ENGINEERING (2020)

Article Engineering, Marine

Nearshore coastal flow processes using weighted-averaged equations

Francisco N. Cantero-Chinchilla, Rafael J. Bergillos, Oscar Castro-Orgaz

OCEAN ENGINEERING (2020)

Article Environmental Sciences

Vertically Averaged and Moment Equations for Dam-Break Wave Modeling: Shallow Water Hypotheses

Francisco N. Cantero-Chinchilla, Rafael J. Bergillos, Pedro Gamero, Oscar Castro-Orgaz, Luis Cea, Willi H. Hager

WATER (2020)

Article Engineering, Civil

Charles Bresse: Hydraulician and Textbook Author

Willi H. Hager, Oscar Castro-Orgaz

Summary: Forum papers are opinion pieces or essays based on facts and speculation on topics relevant to civil engineering and the readers of the journal. The views expressed in these articles do not necessarily represent those of ASCE or the journal's Editorial Board.

JOURNAL OF HYDRAULIC ENGINEERING (2021)

Editorial Material Engineering, Civil

Comparison between hydrostatic and total pressure simulations of dam-break flows

Oscar Castro-Orgaz, Hubert Chanson

JOURNAL OF HYDRAULIC RESEARCH (2021)

Article Environmental Sciences

Free surface profiles of near-critical instabilities in open channel flows: undular hydraulic jumps

Oscar Castro-Orgaz, Hubert Chanson

Summary: This article discusses the undular hydraulic jump in free-surface flow, proposing a depth-averaged model that approximately considers 3D flow effects and comparing the model predictions with experimental results, achieving reasonable agreement. The model does not include flow concentration in the centerline, but analyzes the 3D features at the first wave crest.

ENVIRONMENTAL FLUID MECHANICS (2022)

Article Chemistry, Multidisciplinary

Simulation of Accelerated Subcritical Flow Profiles in an Open Channel with Emergent Rigid Vegetation

Antonino D'Ippolito, Francesco Calomino, Nadia Penna, Subhasish Dey, Roberto Gaudio

Summary: Even though fluid mechanics and numerical studies have made progress, experimental knowledge remains important for studying flow resistance in complex environments. This paper presents the results of experiments and simulations on the drag coefficients in open channels with emergent rigid vegetation. A regression equation was proposed to estimate the drag coefficients based on non-dimensional parameters, and it showed good results for different flow profiles.

APPLIED SCIENCES-BASEL (2022)

Article Mechanics

Correspondence between de Saint-Venant and Boussinesq 5: Viscosity and hydraulic resistance

Willi H. Hager, Kolumban Hutter, Oscar Castro-Orgaz

Summary: Fluid viscosity is a key feature affecting fluid flow, with laminar and turbulent flows experiencing different velocities. The letters exchanged between de Saint-Venant and Boussinesq indirectly contributed to the development of turbulence theory and clarified the role of de Saint-Venant in improving the fundamental Navier-Stokes equations. Both turbulence and hydraulic resistance continue to be active areas of research.

COMPTES RENDUS MECANIQUE (2021)

Article Mechanics

Correspondence between de Saint-Venant and Boussinesq. 4: The role of Frederic Reech

Willi H. Hager, Kolumban Hutter, Oscar Castro-Orgaz

COMPTES RENDUS MECANIQUE (2020)

Article Mechanics

Correspondence between de Saint-Venant and Boussinesq 3: de Saint-Venant's professional career and private life

Willi H. Hager, Kolumban Hutter, Oscar Castro-Orgaz

COMPTES RENDUS MECANIQUE (2020)

Article Mechanics

Correspondence between de Saint-Venant and Boussinesq 2: Boussinesq's professional and private life up to 1886

Willi H. Hager, Kolumban Hutter, Oscar Castro-Orgaz

COMPTES RENDUS MECANIQUE (2020)

No Data Available