Strategies for Measuring Fluid Mud Layers and Their Rheological Properties in Ports

Author:

Carneiro Juliane Castro1,Fonseca Diego Luiz2,Vinzon Susana Beatriz3,Gallo Marcos Nicolás3

Affiliation:

1. Doctoral Student, Cohesive Sediments Dynamics Laboratory (LDSC), Coastal and Oceanographic Engineering Area (PEnO/COPPE), Federal Univ. of Rio de Janeiro, CT 203, P.O. Box 68508, Rio de Janeiro, Brazil (corresponding author).

2. Assistant Professor, Cohesive Sediments Dynamics Laboratory (LDSC), Coastal and Oceanographic Engineering Area (PEnO/COPPE), Federal Univ. of Rio de Janeiro, CT 203, P.O. Box 68508, Rio de Janeiro, Brazil.

3. Associate Professor, Cohesive Sediments Dynamics Laboratory (LDSC), Coastal and Oceanographic Engineering Area (PEnO/COPPE), Federal Univ. of Rio de Janeiro, CT 203, P.O. Box 68508, Rio de Janeiro, Brazil.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Ocean Engineering,Water Science and Technology,Civil and Structural Engineering

Reference20 articles.

1. Alfredini P. Arasaki E. and Pezzoli A. (2015). “The impacts of sea level rise in Santos Harbour (Brazil) for next decades. Proc. 36th IAHR World Congress A. Mynett ed. International Association for Hydro-Environment Engineering and Research Madrid Spain 1–12.

2. Claeys S. Staelens P. Vanlede J. Heredia M. Van Hoestenberghe T. Van Oyen T. and Toorman E. (2015). “A rheological lab measurement protocol for cohesive sediment.” Proc. 13th Int. Conf. on Cohesive Sediments E. Toorman T. Mertens M. Fettweis and J. Vanlede eds. Flanders Marine Institute Oostende Belgium 20–21.

3. Fontein W. F. and Byrd R. W. (2007). “The nautical depth approach a review for implementation.” Proc. WODCON XVIII Annual Dredging Seminar.

4. Study of the sedimentological and rheological properties of fluid mud in the fluvio-estuarine system of the Gironde estuary

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