2020
DOI: 10.3390/opt1010004
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Simultaneous Stereo PIV and MPS3 Wall-Shear Stress Measurements in Turbulent Channel Flow

Abstract: An extended experimental method is presented in which the micro-pillar shear-stress sensor (MPS 3 ) and high-speed stereo particle-image velocimetry measurements are simultaneously performed in turbulent channel flow to conduct concurrent time-resolved measurements of the two-dimensional wall-shear stress (WSS) distribution and the velocity field in the outer flow. The extended experimental setup, which involves a modified MPS 3 measurement setup and data evaluation compared to the standard meth… Show more

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Cited by 4 publications
(3 citation statements)
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“…More pronounced peaks compared to the Pas-calPIV results are detected. [27,28]. We now turn to discuss the results of internal shear flows, in particular wallnormal and wall-parallel validation measurements of a fullydeveloped TCF.…”
Section: Tbl Flowmentioning
confidence: 99%
“…More pronounced peaks compared to the Pas-calPIV results are detected. [27,28]. We now turn to discuss the results of internal shear flows, in particular wallnormal and wall-parallel validation measurements of a fullydeveloped TCF.…”
Section: Tbl Flowmentioning
confidence: 99%
“…In the present numerical study the size of the input wall variable is and with the resolution of and . In experiments, Yamagami, Suzuki & Kasagi (2005) measured along the spanwise direction ( with ), Yoshino, Suzuki & Kasagi (2008) conducted a feedback control by measuring along the spanwise direction ( with ), and Mäteling, Klaas & Schröder (2020) measured both and in the streamwise and spanwise directions ( and with and ). Therefore, the present feedback control may be realized experimentally.…”
Section: Discussionmentioning
confidence: 99%
“…For instance, surface hot films [27][28][29] and wall-mounted hot-wire probes [30][31][32] can only measure temporal fluctuations at a single location, while oil-film interferometry [33][34][35] only visualizes the spatial wall-shear stress without temporal dynamics. Alternatively, emerging research focuses on developing empirical models to infer the wall-shear stress from velocity data further away from the wall [1,[36][37][38][39] or from limited sensor measurements [40,41]. However, such models are not yet used as a replacement for actual wall-shear stress data because they possess limited validity and generalizability, they typically rely on empirical coefficients, and there is no general agreement on a single model representative of all physical processes.…”
Section: Introductionmentioning
confidence: 99%