Abstract

PurposeEnvironment-friendly management of sites used for disposal of locally generated sedimentary material involves designation of an optimal dumping site location which will render the dredged material re-usable for beneficial purposes. The objective of this research was to determine whether wind, waves, and currents can induce transport of sediment from offshore dumping sites located at intermediate depths in the southern Baltic.Materials and methodsThe problem was addressed by exploring potential sediment transport from two sites located in the Gulf of Gdańsk at depths of about 20 m. A total of 29 combinations of hydrodynamic variables, representing the most extreme possible situations in the area, including eight theoretical uniform wind fields over the entire Baltic Sea from the W, NW, N, NE, E, SE, S, and SW sectors, the wind speed of 30 m s−1, as well as 21 historical extreme storms, retrieved from the HIPOCAS project database, were used.Results and discussionThe bottom velocities resulting from waves and currents at the dumping sites considered were computed using wave models (WAM, SWAN) and the M3D hydrodynamic model (based on the POM model). To estimate the velocities critical for bedload transport, formulae developed by Soulsby (1997) and Sawamoto and Yamashita (Proc Coastal Sediments 87:415–423, 1987) were used. The volumetric bedload transport was computed based on Meyer-Peter and Müller (1948). The model simulations demonstrated that, for the storm conditions analyzed, the current velocity in the area of the two dumping sites would be so low that it would practically not affect the magnitude of the bottom sediment transport. Thus, the resultant volume of bedload transported would be equal to that generated by the wave action. For the heaviest historical storm, the maximum transport is about 3 × 10−5 m2 s−1.ConclusionsUnder conditions of theoretical storms, the bottom orbital velocities would be higher and the resultant sediment transport would reach almost 7 × 10−5 m2 s−1 for northerly winds. However, this value is still very low compared with the volume of sediment being dumped. The findings of this study may prove useful in designation of future dumping sites.

Highlights

  • Modernizing sea harbors is associated with waterway and basin dredging and the resultant need to manage the dredged material

  • To estimate the sediment transport rate, Pupienis and Jankowski (2006) calculated the critical shear stress velocity based on the hydrodynamic data derived from the Princeton Ocean Model (POM) using the code of Blumberg and Mellor (1987)

  • Reliable in situ measurements of bottom velocity and sediment transport, especially in the storm conditions analyzed in this study, are difficult and observed values of those parameters are very rare for the Gulf of Gdańsk basin

Read more

Summary

Introduction

Modernizing sea harbors is associated with waterway and basin dredging and the resultant need to manage the dredged material. 2004), in the Gulf of Gdańsk (Ostrowski et al 2010; GicGrusza and Dudkowska 2017), and along the Lithuanian coast (Pupienis and Jankowski 2006) Most of those studies involved application of circulation and wave models as well as sediment transport and bottom boundary layer ones. To estimate the sediment transport rate, Pupienis and Jankowski (2006) calculated the critical shear stress velocity based on the hydrodynamic data derived from the Princeton Ocean Model (homepage: http://www.ccpo.odu.edu/POMWEB/; user guide: http://www.ccpo.odu.edu/POMWEB/UG.10-2002.pdf) (POM) using the code of Blumberg and Mellor (1987). Gic-Grusza and Dudkowska (2017) determined wave-induced shear stress and resulting sediment transport in the Gulf of Gdańsk. It should, be emphasized that most of the knowledge on sediment movement in the area of interest is based on qualitative findings (Harff et al 2017). Reliable in situ measurements of bottom velocity and sediment transport, especially in the storm conditions analyzed in this study, are difficult and observed values of those parameters are very rare for the Gulf of Gdańsk basin

Objectives
Methods
Results
Conclusion
Full Text
Published version (Free)

Talk to us

Join us for a 30 min session where you can share your feedback and ask us any queries you have

Schedule a call