Higher-order turbulence around simple and complex piers using particle image velocimetry
| Autor: | Priyanka Gautam, T. I. Eldho, B. S. Mazumder, M. R. Behera |
|---|---|
| Rok vydání: | 2023 |
| Předmět: | |
| Zdroj: | Proceedings of the Institution of Civil Engineers - Water Management. :1-14 |
| ISSN: | 1751-7729 1741-7589 |
| DOI: | 10.1680/jwama.22.00017 |
| Popis: | The objective of this study was to explore the higher-order turbulence statistics of flow and turbulent length scales around a complex pier (CP) and compare the results with those for a simple pier (SP). The velocity data were recorded in a laboratory flume using particle image velocimetry (PIV). The PIV data were analysed to estimate the velocity fluctuations of third order, turbulence production and dissipation rates, turbulent length scales and the contributions of burst–sweep events to the total Reynolds shear stress around the piers mounted on a rigid flat surface. The skewness and advection coefficients indicated a more asymmetric distribution of velocity fluctuations for the SP than for the CP. Ejection and sweep events illustrated the dominance of similar strengths for an extended period, downstream of the piers. The upstream turbulent kinetic energy production was similar for both piers, while the upstream dissipation rate was higher for the CP. The length scales were greater at the upstream for the case of the SP while, downstream, they were greater for the CP. The findings of this work demonstrate the importance of a pile cap in restricting downward-moving flow by showing a lower magnitude of scour-inducing turbulence parameters for the CP as compared with the SP. |
| Databáze: | OpenAIRE |
| Externí odkaz: |
|