Variation of Streamwise and Vertical Turbulence Intensity in a Smooth and Rough Bed Open Channel Flow
An experimental study with four different types of bed
conditions was carried out to understand the effect of roughness in
open channel flow at two different Reynolds numbers. The bed
conditions include a smooth surface and three different roughness
conditions, which were generated using sand grains with a median
diameter of 2.46 mm. The three rough conditions include a surface
with distributed roughness, a surface with continuously distributed
roughness and a sand bed with a permeable interface. A commercial
two-component fibre-optic LDA system was used to conduct the
velocity measurements. The variables of interest include the mean
velocity, turbulence intensity, correlation between the streamwise and
the wall normal turbulence, Reynolds shear stress and velocity triple
products. Quadrant decomposition was used to extract the magnitude
of the Reynolds shear stress of the turbulent bursting events. The
effect of roughness was evident throughout the flow depth. The
results show that distributed roughness has the greatest roughness
effect followed by the sand bed and the continuous roughness.
Compared to the smooth bed, the streamwise turbulence intensity
reduces but the vertical turbulence intensity increases at a location
very close to the bed due to the introduction of roughness. Although
the same sand grain is used to create the three different rough bed
conditions, the difference in the turbulence intensity is an indication
that the specific geometry of the roughness has an influence on
turbulence structure.
[1] Kirkgöz, M. S., and Ardiçhoğlu, M. (1997). “Velocity profiles of
developing and developed open channel flow.” Journal of Hydraulic
Engineering, 123(2), 1099-1105.
[2] Nezu, I. (2005). “Open-channel flow turbulence and its research
prospect in the 21st century.” Journal of Hydraulic Engineering, 131(4),
229-246.
[3] Faruque, M. A. A. (2009). “Smooth and rough wall open channel flow
including effects of seepage and ice cover.” PhD thesis, University of
Windsor, Windsor, ON, Canada.
[4] Schlichting, H. (1979). Boundary-Layer theory. McGraw-Hill Classic
Textbook Reissue Series, McGraw-Hill, Inc., United States of America.
[5] Townsend, A. A. (1976). “The structure of turbulent shear flow.”
Cambridge University Press.
[6] Raupach, M. R., Antonia, R. A., Rajagopalan, S. (1991). “Rough wall
turbulent boundary layers.” Applied Mechanics Review, 44 (1), 1.
[7] Balachandar, R., and Bhuiyan, F. (2007). “Higher-order moments of
velocity fluctuations in an open channel flow with large bottom
roughness.” Journal of Hydraulic Engineering, 133(1), 77-87.
[8] Krogstad, P-A., and Antonia, R. (1999). “Surface roughness effects in
turbulent boundary layers.” JExperiments in Fluids, 27, 450-460.
[9] Tachie, M. F. (2001). “Open-channel turbulent boundary layers and wall
jets on rough surfaces.” PhD thesis, University of Saskatchewan,
Saskatchewan, Canada.
[10] Nezu, I. and Nakagawa, H. (1993). Turbulence in open-channel flows.
IAHR Monograph, A. A. Balkema, The Netherlands.
[1] Kirkgöz, M. S., and Ardiçhoğlu, M. (1997). “Velocity profiles of
developing and developed open channel flow.” Journal of Hydraulic
Engineering, 123(2), 1099-1105.
[2] Nezu, I. (2005). “Open-channel flow turbulence and its research
prospect in the 21st century.” Journal of Hydraulic Engineering, 131(4),
229-246.
[3] Faruque, M. A. A. (2009). “Smooth and rough wall open channel flow
including effects of seepage and ice cover.” PhD thesis, University of
Windsor, Windsor, ON, Canada.
[4] Schlichting, H. (1979). Boundary-Layer theory. McGraw-Hill Classic
Textbook Reissue Series, McGraw-Hill, Inc., United States of America.
[5] Townsend, A. A. (1976). “The structure of turbulent shear flow.”
Cambridge University Press.
[6] Raupach, M. R., Antonia, R. A., Rajagopalan, S. (1991). “Rough wall
turbulent boundary layers.” Applied Mechanics Review, 44 (1), 1.
[7] Balachandar, R., and Bhuiyan, F. (2007). “Higher-order moments of
velocity fluctuations in an open channel flow with large bottom
roughness.” Journal of Hydraulic Engineering, 133(1), 77-87.
[8] Krogstad, P-A., and Antonia, R. (1999). “Surface roughness effects in
turbulent boundary layers.” JExperiments in Fluids, 27, 450-460.
[9] Tachie, M. F. (2001). “Open-channel turbulent boundary layers and wall
jets on rough surfaces.” PhD thesis, University of Saskatchewan,
Saskatchewan, Canada.
[10] Nezu, I. and Nakagawa, H. (1993). Turbulence in open-channel flows.
IAHR Monograph, A. A. Balkema, The Netherlands.
@article{"International Journal of Mechanical, Industrial and Aerospace Sciences:71127", author = "Md Abdullah Al Faruque and Ram Balachandar", title = "Variation of Streamwise and Vertical Turbulence Intensity in a Smooth and Rough Bed Open Channel Flow", abstract = "An experimental study with four different types of bed
conditions was carried out to understand the effect of roughness in
open channel flow at two different Reynolds numbers. The bed
conditions include a smooth surface and three different roughness
conditions, which were generated using sand grains with a median
diameter of 2.46 mm. The three rough conditions include a surface
with distributed roughness, a surface with continuously distributed
roughness and a sand bed with a permeable interface. A commercial
two-component fibre-optic LDA system was used to conduct the
velocity measurements. The variables of interest include the mean
velocity, turbulence intensity, correlation between the streamwise and
the wall normal turbulence, Reynolds shear stress and velocity triple
products. Quadrant decomposition was used to extract the magnitude
of the Reynolds shear stress of the turbulent bursting events. The
effect of roughness was evident throughout the flow depth. The
results show that distributed roughness has the greatest roughness
effect followed by the sand bed and the continuous roughness.
Compared to the smooth bed, the streamwise turbulence intensity
reduces but the vertical turbulence intensity increases at a location
very close to the bed due to the introduction of roughness. Although
the same sand grain is used to create the three different rough bed
conditions, the difference in the turbulence intensity is an indication
that the specific geometry of the roughness has an influence on
turbulence structure.", keywords = "Open channel flow, smooth bed, rough bed,
Reynolds number, turbulence.", volume = "9", number = "12", pages = "2047-4", }