## Abstract

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 t(T) between these two regimes satisfies t(T) > g'h(4)L/q(3)alpha, as was the case for all our experiments and is likely to be the case for most estuaries, then the transition occurs at time t(T) = 1.2(galpha(3)L(6)/g'(3)q(2))(1/6) where g' = gDeltarho/rho(0) is the reduced gravity, g the acceleration due to gravity, Deltarho the density excess of the saline water over the density rho(0) of the freshwater, q the river inflow rate per unit width, and L and a 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 x(w) over time t of the saltwedge nose from its initial position. For continuous inflows subject to t < t(T), the model predicts the saltwedge displacement as x(w)/h = 1.1 (t/tau)(1/3), where the normalizing length and time scales are h = (q(2)/g)(1/3) and tau = g'alpha(2)h(4)L/q(3), respectively. For continuous inflows subject to t > t(T), the model predicts the displacement as x(w)/h = 0.45N(1/6)(t/tau)(1/6)/alpha, where N = q(2)/g'h(2)L is a non-dimensional number for the problem. This model shows very good agreement with the experiments. For repeated, pulsed discharges subject to t < t(T), the saltwedge displacement is given by (x(w)/h)(3) - (x(0)/h)(x(w)/h)(2) = 1.3t/tau, where x(0) is the initial displacement following one discharge event but prior to the next event. For pulsed discharges subject to t > t(T), the displacement is given by (x(w)/h)(6) - (x(0)/h)(x(w)/h)(5) = 0.008N(t/tau)/alpha(6). 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%. (C) 2003 Elsevier Ltd. All rights reserved.

Original language | English |
---|---|

Pages (from-to) | 187-196 |

Number of pages | 9 |

Journal | Estuarine, Coastal and Shelf Science |

Volume | 58 |

DOIs | |

Publication status | Published - 2003 |

## Keywords

- flushing
- purging
- transient discharges
- pulsed inflows
- estuaries
- bar-blocked
- salt wedge
- environmental water allocation
- DENSITY
- WATER