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The salt wedge position in a bar-blocked estuary subject to pulsed inflows

Coates, Michael and Guo, Yakun 2003, The salt wedge position in a bar-blocked estuary subject to pulsed inflows, Estuarine, coastal and shelf science, vol. 58, no. 1, pp. 187-196, doi: 10.1016/S0272-7714(03)00076-3.

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Title The salt wedge position in a bar-blocked estuary subject to pulsed inflows
Author(s) Coates, Michael
Guo, Yakun
Journal name Estuarine, coastal and shelf science
Volume number 58
Issue number 1
Start page 187
End page 196
Publisher Academic Press
Place of publication London, England
Publication date 2003-09
ISSN 0272-7714
1096-0015
Keyword(s) flushing
purging
transient discharges
pulsed inflows
estuaries
bar-blocked
salt wedge
environmental water allocation
Summary A series of laboratory experiments were carried out to investigate the response of a bar-blocked, saltwedge estuary to the imposition of both steady freshwater inflows and transient inflows that simulate storm events in the catchment area or the regular water releases from upstream reservoirs. The trapped salt water forms a wedge within the estuary, which migrates downstream under the influence of the freshwater inflow. The experiments show that the wedge migration occurs in two stages, namely (i) an initial phase characterized by intense shear-induced mixing at the nose of the wedge, followed by (ii) a relatively quiescent phase with significantly reduced mixing in which the wedge migrates more slowly downstream.

Provided that the transition time tT between these two regimes satisfies tT>g′h4L/q3α, as was the case for all our experiments and is likely to be the case for most estuaries, then the transition occurs at time tT=1.2(gα3L6/g′3q2)1/6, where g′=gΔρ/ρ0 is the reduced gravity, g the acceleration due to gravity, Δρ the density excess of the saline water over the density ρ0 of the freshwater, q the river inflow rate per unit width, and L and α are the length and bottom slope of the estuary, respectively.

A simple model, based on conversion of the kinetic energy of the freshwater inflow into potential energy to mix the salt layer, was developed to predict the displacement xw over time t of the saltwedge nose from its initial position. For continuous inflows subject to t<tT, the model predicts the saltwedge displacement as xw/h=1.1 (t/τ)1/3, where the normalizing length and time scales are h=(q2/g)1/3 and τ=g′α2h4L/q3, respectively. For continuous inflows subject to t>tT, the model predicts the displacement as xw/h=0.45N1/6(t/τ)1/6/α, where N=q2/g′h2L is a non-dimensional number for the problem. This model shows very good agreement with the experiments. For repeated, pulsed discharges subject to t<tT, the saltwedge displacement is given by (xw/h)3−(x0/h)(xw/h)2=1.3t/τ, where x0 is the initial displacement following one discharge event but prior to the next event. For pulsed discharges subject to t>tT, the displacement is given by (xw/h)6−(x0/h)(xw/h)5=0.008N(t/τ)/α6. This model shows very good agreement with the experiments for the initial discharge event but does systematically underestimate the wedge position for the subsequent pulses. However, the positional error is less than 15%.
Notes Available online 25 September 2003.
Language eng
DOI 10.1016/S0272-7714(03)00076-3
Field of Research 090799 Environmental Engineering not elsewhere classified
HERDC Research category C1 Refereed article in a scholarly journal
Copyright notice ©2003, Elsevier Ltd
Persistent URL http://hdl.handle.net/10536/DRO/DU:30002049

Document type: Journal Article
Collection: School of Ecology and Environment
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