In unsteady flows, dune dimensions may vary considerably from fully-developed dimensions
produced from a flat bed under a steady and uniform flow. Specifically, dune height
and length are observed to lag discharge when the flow is non-steady, resulting in dimensions
that are out of phase with the prevailing flow. This research attempts to provide
some insight into the behaviour of dunes when the flow is suddenly changed, as well as
the time-scale of the related dune changes.
Nineteen experimental runs were carried out in the 21-m long, 0.76-m wide Sediment
Transport Flume at Queen’s University. In ten of these runs the flow depth, h, was suddenly
increased (h2/h1 > 1) and in nine runs the flow depth was suddenly decreased (h2/h1
< 1). In all runs, the slope of free surface was kept equal to the slope of the bed such that
the change in flow rate is represented by the change in the flow depth. Seven ratios of the
two flow depths, h2/h1 (varying between 0.49 and 2.29), were performed for three slopes
(S = 1/792, 1/534, 1/341). The bed material was a coarse, poorly-graded silica sand (D50 =
1.0 mm).
Longitudinal bed profiles were taken along the centreline of the flume approximately
every 6–8 minutes to determine the transient dune dimensions and the time at which the
dunes acquired their new equilibrium dimensions. This time is termed the duration of dune
development, Td.
Through dimensional and physical considerations, Bielenberg (2006) established that
the dimensionless counterpart of Td should be a function of the material number, relative flow depth, relative flow intensity, and ratio of the flow depths h2/h1. The present experiments were carried out to investigate the influence of the relative flow intensity and
h2/h1 on the duration of dune development.
Results indicate that equilibrium dune dimensions do not depend on the initial shape
of the bed. After the period Td, the dunes tend to be similar to those produced from a flat
bed.
It is found that Td is strongly dependent on h2/h1, and weakly dependent on the flow intensity. All
other determining variables remaining the same, Td decreases with increasing values of
flow intensity.
Semi-empirical relations for the dimensionless duration of dune development are
presented. / Thesis (Master, Civil Engineering) -- Queen's University, 2007-09-24 09:45:13.624
| Identifer | oai:union.ndltd.org:LACETR/oai:collectionscanada.gc.ca:OKQ.1974/706 |
| Date | 26 September 2007 |
| Creators | Wiebe, Joshua Daniel |
| Contributors | Queen's University (Kingston, Ont.). Theses (Queen's University (Kingston, Ont.)) |
| Source Sets | Library and Archives Canada ETDs Repository / Centre d'archives des thèses électroniques de Bibliothèque et Archives Canada |
| Language | English, English |
| Detected Language | English |
| Type | Thesis |
| Format | 18643898 bytes, application/pdf |
| Rights | This publication is made available by the authority of the copyright owner solely for the purpose of private study and research and may not be copied or reproduced except as permitted by the copyright laws without written authority from the copyright owner. |
| Relation | Canadian theses |
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