Impacts of dredging on the hydromorphodynamics of the Patos Lagoon estuary, southern Brazil

Many estuaries present natural harbor conditions with relatively calm and shallow waters that provide a connection between the ocean and continental waterways. The increase in the demand for goods by the constant growing of the world population has forced estuaries to be altered by human activities,...

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Bibliographic Details
Published in:Ocean engineering Vol. 188; p. 106325
Main Authors: Martelo, A.F., Trombetta, T.B., Lopes, B.V., Marques, W.C., Möller, O.O.
Format: Journal Article
Language:English
Published: Elsevier Ltd 15-09-2019
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Summary:Many estuaries present natural harbor conditions with relatively calm and shallow waters that provide a connection between the ocean and continental waterways. The increase in the demand for goods by the constant growing of the world population has forced estuaries to be altered by human activities, such as dredging, in order to maintain a safe navigation system. The development of sophisticated morphological and hydrodynamic models opened a new perspective of assisting dredging operations inside different estuaries. Thus, the aim of this study is to apply a hydromorphodynamic model to simulate the bed evolution of the Patos Lagoon estuary, southern Brazil. The results of the simulation were applied in a dredge operation model to simulate dredging inside the waterway of the Rio Grande harbor, located inside the Patos Lagoon estuary. The salinity and current velocities inside the estuary were well represented by the model simulations. An annual mean discharge of 3 407 ms3 s−1 was calculated for the lagoon for the year 2004. The morphodynamic model successfully represented the silted and eroded scenarios for the estuarine channel. The dredge operation model results affirm that dredging of the channel causes significant variations in estuarine physical parameters such as salinity, current velocity and suspended sediment concentration. The bed evolution results indicate that a fast siltation of the channel occurs right after dredging stops, stabilizing the variations after a 60-day period. •Silted areas were identified by the morphodynamic model.•Dredge polygons were defined over the silted areas.•The dredging model was applied on the dredge sectors defined.•Current velocities presented considerable reduction on a dredged scenario.•The results indicate intense siltation of the dredged areas until 60 days after the end of the operations.
ISSN:0029-8018
1873-5258
DOI:10.1016/j.oceaneng.2019.106325