cases:case019

Boundary Layer with Adverse Pressure Gradient


Two-dimensional incompressible turbulent boundary layers with strong adverse pressure gradients.

Flow geometryFig. 1: Flow geometry and test section

The boundary layer develops over the inner wall of an annular pipe of diameter 200 mm. As shown in figure 1, the streamwise pressure gradient is generated by suction of air through a perforated section of the concentric inner tube of the annulus. This inner tube is of diameter 80 mm, and can be moved in the axial direction, so that its distance from the measurement section at xMxM can be varied. xA denotes the distance of this porous section upstream of the measurement location (negative values for xA indicate cases where the porous section was located downstream of xM).

The measurement location xM is 675 mm downstream of the straight pipe inlet. Measurements of the boundary layer are also provided at xE (400 mm upstream of xM), and these could be used as inlet conditions for most cases.

Results are reported for two different suction conditions (AG1 and AG2) and for different values of the dynamic pressure qD=PoPD, as listed in the table below. In each case, a number of positions of the perforated section, xA, are considered.

qD [Pa]
AG1 1000 -
AG2 1000 600

Velocity measured using Pitot tube.

Velocity and turbulence statistics measured with hot wire.

Data available include:

  • Wall pressure and shear stress measurements
  • Mean velocity profiles across and along the pipe for various xA locations

Sample plots of selected quantities are available.

The files can be downloaded individually, or compressed archives of all data files may be downloaded in the formats:

Boundary layer measurements at Section xE (for both qD=600 and 1000 Pa cases)

File Description
e_hw.dat Hot-wire mean velocity and Reynolds stress profiles
e_pi.dat Pitot tube mean velocity profiles
e_tauw.dat Circumferential distribution of wall shear stress

Measurements at Section xM

Hot-wire mean velocity and Reynolds stress profiles
m_hw_1.dat Case AG1/1000, for xA=100, 0, 50, 100, 200, 300 mm
m_hw_2.dat Case AG2/1000, for xA=100, 0, 50, 100, 200, 300 mm
m_hw_3.dat Case AG2/600, for xA=100, 50, 100, 300 mm
Pitot tube mean velocity profiles
m_pi_1.dat Case AG1/1000, for xA=100, 0, 50, 100, 200, 300 mm
m_pi_2.dat Case AG2/1000, for xA=100, 0, 50, 100, 200, 300 mm
m_pi_3.dat Case AG2/600, for xA=100, 50, 100, 300 mm
Wall shear stress measurements
m_tauw.dat Measurements for all three cases, with xA ranging from 100 to 400 mm
m_tauw_p.dat Measurements with wall pulsed-wire for case AG2/600, for xA ranging from 20 to 400 mm

Pressure measurements along the pipe

Pressure distribution along the pipe wall, from x=230 to 715 mm
r_pres_1.dat Case AG1/1000, for xA ranging from 100 to 400 mm
r_pres_2.dat Case AG2/1000, for xA ranging from 100 to 400 mm
r_pres_3.dat Case AG2/600, for xA ranging from 100 to 400 mm

Velocity measurements along the pipe

Mean velocity distribution along selected sections of the pipe
r_v_30_1.dat Case AG1/1000, at y=30 mm, for xA ranging from 75 to 300 mm
r_v_30_2.dat Case AG2/1000, at y=30 mm, for xA ranging from 75 to 300 mm
r_v_40_1.dat Case AG1/1000, at y=40 mm, for xA ranging from 75 to 300 mm
r_v_40_2.dat Case AG2/1000, at y=40 mm, for xA ranging from 75 to 300 mm
r_v_40_3.dat Case AG2/600, at y=40 mm, for xA ranging from 75 to 300 mm
  1. Gasser, D. (1992). Experimentelle Untersuchung stark verzoegerter turbulenter Grenzschichten. PhD Thesis, Swiss Federal Institute of Technology (ETH), Zurich, Switzerland.
  2. Hirt, F., Thomann, H. (1986). Measurement of wall shear stress in turbulent boundary layers subject to strong pressure gradients. J. Fluid Mech., Vol. 171, pp. 547-562.

Indexed data:

case019 (dbcase, semi_confined_flow)
case019
titleBoundary Layer with Adverse Pressure Gradient
authorGasser, Thomann
year1992
typeEXP
flow_tagaxisymmetric, 2dbl