Modelling time dependent flow fields over three dimensional dunes

R. J. Hardy, T. I. Marjoribanks, D. R. Parsons, A. J. Reesink, B. Murphy, P. J. Ashworth, James Leonard Best

Research output: Chapter in Book/Report/Conference proceedingConference contribution

Abstract

The flow field over dunes has been extensively measured in laboratory conditions and there is now a general understanding of the nature of the flow over dunes formed under equilibrium flow conditions. However, fluvial systems typically experience unsteady flow and therefore the sediment-water interface is constantly responding and reorganizing to this unsteadiness, over a range of both spatial and temporal scales. This is primarily through adjustment of bed forms (including ripples, dunes and bar-forms) which then subsequently alter the flow field. This paper investigates, through the application of a Large Eddy Simulation (LES) model, the influence of these roughness elements on the overall flow and the variation in flow resistance during a change in flow conditions. To provide boundary conditions and a validation dataset for the LES model, a series of physical experiments were undertaken in a flume, 16 m long and 2 m wide, where fine sand (D50 of 239 μm) was water worked under a range of unsteady hydraulic conditions that generated a series of quasi-equilibrium three-dimensional bed forms. During the experiments flow was measured with a series of acoustic Doppler velocimeters. On four occasions, the flume was drained and the bed topography measured with terrestrial LiDAR to create digital elevation models. LES was used to simulate the three-dimensional time-dependent flow fields over the four static bed topographies from the experiments. The numerically predicted flows were analyzed by standard Reynolds decomposition approaches and a Lagrangian coherent flow structure identification method. The results show that superimposed bed forms, that are common to bed form fields adjusting to changes in flow conditions, can cause changes in the nature of the classical separated flow regions in the lee side of dunes. In particular, the number of locations where vortices are shed and the points of flow reattachment, which effect the time dependent prediction of shear stress, were found to alter substantially. This has significant implications for sediment entrainment and sediment transport dynamics and the results enable improved process understanding of three dimensional nature of bed form adjustment to changes in flow conditions.

Original languageEnglish (US)
Title of host publicationProceedings of the International Conference on Fluvial Hydraulics, RIVER FLOW 2014
PublisherCRC Press/Balkema
Pages1045-1052
Number of pages8
ISBN (Print)9781138026742
StatePublished - Jan 1 2014
Event7th International Conference on Fluvial Hydraulics, RIVER FLOW 2014 - Lausanne, Switzerland
Duration: Sep 3 2014Sep 5 2014

Publication series

NameProceedings of the International Conference on Fluvial Hydraulics, RIVER FLOW 2014

Other

Other7th International Conference on Fluvial Hydraulics, RIVER FLOW 2014
CountrySwitzerland
CityLausanne
Period9/3/149/5/14

Fingerprint

flow field
dune
bedform
modeling
large eddy simulation
topography
identification method
experiment
unsteady flow
flow structure
ripple
sediment-water interface
entrainment
shear stress
digital elevation model
roughness
vortex
sediment transport
boundary condition
acoustics

ASJC Scopus subject areas

  • Nature and Landscape Conservation
  • Water Science and Technology

Cite this

Hardy, R. J., Marjoribanks, T. I., Parsons, D. R., Reesink, A. J., Murphy, B., Ashworth, P. J., & Best, J. L. (2014). Modelling time dependent flow fields over three dimensional dunes. In Proceedings of the International Conference on Fluvial Hydraulics, RIVER FLOW 2014 (pp. 1045-1052). (Proceedings of the International Conference on Fluvial Hydraulics, RIVER FLOW 2014). CRC Press/Balkema.

Modelling time dependent flow fields over three dimensional dunes. / Hardy, R. J.; Marjoribanks, T. I.; Parsons, D. R.; Reesink, A. J.; Murphy, B.; Ashworth, P. J.; Best, James Leonard.

Proceedings of the International Conference on Fluvial Hydraulics, RIVER FLOW 2014. CRC Press/Balkema, 2014. p. 1045-1052 (Proceedings of the International Conference on Fluvial Hydraulics, RIVER FLOW 2014).

Research output: Chapter in Book/Report/Conference proceedingConference contribution

Hardy, RJ, Marjoribanks, TI, Parsons, DR, Reesink, AJ, Murphy, B, Ashworth, PJ & Best, JL 2014, Modelling time dependent flow fields over three dimensional dunes. in Proceedings of the International Conference on Fluvial Hydraulics, RIVER FLOW 2014. Proceedings of the International Conference on Fluvial Hydraulics, RIVER FLOW 2014, CRC Press/Balkema, pp. 1045-1052, 7th International Conference on Fluvial Hydraulics, RIVER FLOW 2014, Lausanne, Switzerland, 9/3/14.
Hardy RJ, Marjoribanks TI, Parsons DR, Reesink AJ, Murphy B, Ashworth PJ et al. Modelling time dependent flow fields over three dimensional dunes. In Proceedings of the International Conference on Fluvial Hydraulics, RIVER FLOW 2014. CRC Press/Balkema. 2014. p. 1045-1052. (Proceedings of the International Conference on Fluvial Hydraulics, RIVER FLOW 2014).
Hardy, R. J. ; Marjoribanks, T. I. ; Parsons, D. R. ; Reesink, A. J. ; Murphy, B. ; Ashworth, P. J. ; Best, James Leonard. / Modelling time dependent flow fields over three dimensional dunes. Proceedings of the International Conference on Fluvial Hydraulics, RIVER FLOW 2014. CRC Press/Balkema, 2014. pp. 1045-1052 (Proceedings of the International Conference on Fluvial Hydraulics, RIVER FLOW 2014).
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