EVALUATION OF THE RELATIONSHIPS BETWEEN NAVIGATION CHANNEL DREDGING AND EROSION OF ADJACENT BEACHES IN SOUTHERN BRAZIL
ICCE 2012 Cover Image
PDF

Keywords

downdrift erosion
sediment disposal
numerical modeling

How to Cite

Silveira, L. F. da, Benedet, L., Signorin, M., & Bonanata, R. (2012). EVALUATION OF THE RELATIONSHIPS BETWEEN NAVIGATION CHANNEL DREDGING AND EROSION OF ADJACENT BEACHES IN SOUTHERN BRAZIL. Coastal Engineering Proceedings, 1(33), sediment.106. https://doi.org/10.9753/icce.v33.sediment.106

Abstract

São Francisco do Sul Harbor, located in the Babitonga Bay, Santa Catarina, is one of the main containership harbors in Brazil and has been in operation since 1955. Due to the increasing demand for ships with greater size and draught, the navigation channel was dredged to 10 m depth in 1980 and has been gradually deepened to 13 m in recent years to accommodate Post-Panamax vessels. During the 30 years of dredging operations, more than 10 million m³ of sediments were removed from the coastal system and dumped into an offshore disposal area (about 15 m water depth), whilst the downdrift beach has experienced severe erosion. The downdrift municipality, Itapoá, recently filed a lawsuit against the Port claiming that harbor dredging has caused much of the erosion observed on its beaches. In order to evaluate the downdrift effects of dredging and maintaining the deep draft navigation channel across the ebb shoal of Babitonga Bay, the Delft3D model was used. The model was calibrated and validated with field data (water level and currents, waves and morphological changes). To evaluate channel impacts on adjacent beaches, 10 years morphology change simulations were conducted for pre-dredging scenario and scenarios of the navigation channel dredged at 10 m and 13 m depth, using the dredge and dump tool in Delft3D to maintain the deep draft channel along the simulation. A conceptual model of the sedimentary dynamics of the area was developed utilizing results from numerical modeling and field observations. It was observed in the results that dredging and maintaining the deep draft navigation channel over the last few decades have reduced the amount of sediment bypass by about 13 %. Channel dredging has therefore contributed to the erosion of the adjacent beaches, however other man-made interventions on this coastal system that contributed to the erosion problem were also identified (bay closure and tidal prism changes as well as jetties and other structures built updrift). Thus, it cannot be inferred that all the erosion of the downdrift beaches is due to the dredging activities. To mitigate for erosion effects of channel dredging, beneficial sediment disposal strategies were investigated. Strategies evaluated included beach disposal and ebb-shoal disposal of dredged materials. Beach disposal was the alternative that produced direct benefits to the downdrift beach while ebb-shoal disposal produced benefits that were not directly detected on the beach during the time frame evaluated here. Due to benefit-cost considerations, beach disposal was recommended for maintenance operations where dredging volume is greater than 400.000 m³ (about 50 % of the dredging maintenance operations exceed this threshold). For smaller maintenance dredging events, ebb shoal disposal was recommended. This work is the first of this nature in Brazil driven by legal disputes between downdrift beaches and Port authority and sets the precedent for future beneficial use of dredging materials along the Brazilian coast.
https://doi.org/10.9753/icce.v33.sediment.106
PDF

References

Amorin, J.C.C.; Elfrink, B.; Carvalho, J.L.B.; Casaroli, L.F.R. 2006. Diagnóstico dos estudos de circulação de água no Canal do Linguado e na Baía da Babitonga. Diagnóstico ambiental da Baía da Babitonga - Joinville. SC: UNIVILLE.

Angulo, R.J. 1993. Variações na configuração da linha de costa no Paraná nas últimas quatro décadas. Boletim Paranaense Geociências. Curitiba. 41:52-72.

Angulo, R.J.; Souza, M.C. de & Lamour, M.R. 2006. Coastal Erosion Problems Induced by Dredging Activities in the Navigation Channel of Paranaguá and São Francisco do Sul Harbor, Southern Brazil. Journal of Coastal Research, SI 39 (Proccendigs of the 8th International Coastal Symposium), 1801 - 1803. Itajaí, SC, Brazil, ISSN 0749-0208.

Benedet, L. B. & List, J. H. 2008. Evaluation of the Physical Process Controlling Beach Changes Adjacent to Nearshore Dredge Pits. Coastal Engineering, Vol. 55 (12), 1224-1236.http://dx.doi.org/10.1016/j.coastaleng.2008.06.008

DNIT/IME. 2004. Estudos Ambientais da Baía da Babitonga - Canal do Linguado. Technical Report.

INPH. 1985. Relatório de Análise das Alternativas de Reabertura do Canal do Linguado Conjugado com melhorias de sua Barra. Estudos de Reabertura do Canal do Linguado. Technical Report.

LECOST - Laboratório de Estudos Costeiros. 2002. Diagnóstico Sobre os Problemas de Erosão Costeira no Município de Itapoá, Litoral Norte do Estado de Santa Catarina. Technical Report.

Lesser, G.R.; Roelvink. J.A.; Van Kester, J.A.T.M. & Stelling, G.S. 2004. Development and Validation of a Three-Dimensional Morphological Model. Coastal Engineering. Vol. 51. P. 883-915.

RIOINTERPORT/ACQUAPLAN. 2007. Diagnóstico da Evolução da Linha de Costa na Região Adjacente às Instalações do Porto de Itapoá, Município de Itapoá - SC. Technical Report.

Souza, M.C. 1999. Mapeamento da Planície Costeira e Morfologia e Dinâmica das Praias do Município de Itapoá, Estado de Santa Catarina: Subsídios à Ocupação. Universidade Federal do Paraná, Dissertação de Mestrado.

Truccolo. E.C. & Schettini. C.A.F. 1999. Marés Astronômicas na Baía da Babitonga, SC. Notas Técnicas FACIMAR. 3. 57-66.

Authors retain copyright and grant the Proceedings right of first publication with the work simultaneously licensed under a Creative Commons Attribution License that allows others to share the work with an acknowledgement of the work's authorship and initial publication in this Proceedings.