Research Article
Simulation of Sediment Discharges during an Outfall Dredging Operation
Table 1
Input data for the CORMIX-GTS base simulations of dredge sediment discharges.
| Parameter | Side-casting discharge | Unit |
| Ambient (unbounded environment) | Velocity of the currents | 0.3 | 0.5 | 0.6 | m/s | Depth at discharge | 3.5 | 7.0 | 10.5 | m | Wind speed | 3 | m/s | (Single) bottom slope | 0.5 | ° | Temperature | 30 | °C | Salinity | 38 | ppt | (Uniform) density | 1023.98 | kg/m3 |
| Discharge (single port) | Distance to nearest (right) bank | 400 | 800 | 1200 | m | Port diameter | 0.5 | m | Port height above the surface | 1.0 | m | Theta = vertical angle | 45 | ° | Sigma = horizontal angle | 90 | ° | Sediment = effluent flow rate | 0.5 | m3/s | Effluent density | 1146.7 | kg/m3 |
| Effluent (dredge sediment) | Concentration | 200 (%) | kg/m3 | Chunks (nonsuspended sediments > 2 mm) | 0 | % | Sand (suspended sediments 0.062–2 mm) | 10 | % | Coarse silt (suspended sediments 0.016–0.062 mm) | 20 | % | Fine silt (suspended sediments 0.004–0.016 mm) | 30 | % | Clay (suspended sediments < 0.004 mm) | 40 | % |
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