Effects of proposed navigation channel improvements on sediment transport in Mobile Harbor, Alabama

Abstract

A Delft3D model was developed to evaluate the potential effects of proposed navigation channel deepening and widening in Mobile Harbor, Alabama. The model performance was assessed through comparisons of modeled and observed data of water levels, velocities, and bed level changes; the model captured hydrodynamic and sediment transport patterns in the study area with skill. The validated model was used to simulate changes in sediment transport for existing conditions and with the proposed modifications to the navigational channel (with-project), with and without accounting for 0.5 meter (m) of sea level rise (SLR). Each scenario was simulated for 1 year with a wave climatology representative of the year 2010 as well as for 10 years with a longer-term wave climatology spanning from 1988 to 2016. Bed level differences for the existing and with-project 2010 simulations were minimal, ranging from −0.11 to 0.11 m offshore of Pelican Island and −0.81 to 0.22 m offshore of the Fort Morgan Peninsula. For the simulations accounting for 0.5 m of SLR, differences in bed levels from −0.20 to 0.32 m near Pelican Island and −0.38 to 0.34 m offshore of the Fort Morgan Peninsula. The proposed modifications reduced the channel shoaling volume by 4.77 and 8.09 percent for the 2010 simulations without and with 0.5 m of SLR, respectively. For the 10-year simulations, bed level differences for the existing and with-project simulations ranged from −3.17 to 3.94 m for the simulation without SLR and −1.92 to 1.47 m for the simulation with 0.5 m of SLR. The with-project condition reduced the entrance channel shoaling volume by 5.54 percent for the simulation without SLR and 14.98 percent for the simulation with 0.5 m of SLR.