Abstract

Several instruments using different technologies are available for the survey and characterization of underwater mud deposits. This paper is concerned with an instrument that uses tuning fork technology to estimate mud density in the field. A model explaining how the tuning fork operates and how it can be used to measure mud properties is presented. In this model, the tuning fork is represented as a damped harmonic oscillator, and the mud is considered a viscoelastic medium showing an elastic response for small deformations and a viscous response for large deformations. The model clearly shows that the tuning fork must be calibrated for the local mud at each survey location. This was confirmed during surveys at the Amazon estuary and the Río de la Plata during 2011 and 2012. The measurements obtained during these surveys are compared with measurements performed with optical and acoustic instruments with very good results.

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Acknowledgments

The authors thank Agencia Nacional de Investigación e Innovación (ANII), Uruguay, for the financial support given to the first author under its scholarships program Iniciación a la Investigación (2011). They also thank the CAPES-UdelaR academic exchange program (026/2010) of the CAPES Foundation, Brazil, and the Universidad de la República, Uruguay. The survey at the Montevideo Port was performed during an outreach project between the Universidad de la República and the Adminsitración Nacional de Puertos (ANP). The support of Katoen Natie Uruguay during that project is also gratefully acknowledged. The survey at the Amazon estuary was performed in the context of the project Canalnorte: Subsídios para aprimorar a navegação no Canal Norte do Río Amazonas, supported by FINEP Fondo Sector CT-Aqua. We also thank Ismael Piedra Cueva and Thiago Leão for making the work presented here possible.

References

Allwright, D. (2002). “The vibrating tuning fork fluid density tool.” Study Group Rep., Smith Institute, London.
Campbell Scientific. (2013). Operator’s manual: OBS-3A turbidity and temperature monitoring system, Logan, UT.
Chou, H. (1989). “Rheological response of cohesive sediments to water waves.” Ph.D. thesis, Univ. of California, Berkeley, CA.
Cumberbatch, E. (2001). Mathematical modeling case studies from industry, Cambridge University Press, Cambridge, U.K.
DensiTune V4.2 [Computer software]. Geldermalsen, Netherlands, Stema Systems.
Foda, M. A., Hunt, J. R., and Chou, H.-T. (1993). “A nonlinear model for the fluidization of marine mud by waves.” J. Geophys. Res., 98(C4), 7039–7047.
Kineke, G. C., and Sternberg, R. W. (1992). “Measurements of high concentration suspended sediments using the optical backscatterance sensor.” Mar. Geol., 108(3–4), 253–258.
McAnally, W. H., et al. (2007). “Management of fluid mud in estuaries, bays, and lakes. II: Measurement, modeling, and management.” J. Hydraul. Eng., 23–38.
Micro Motion-Emerson. (2009). Installation and configuration manual: Micro Motion 7829, Viscomaster and Viscomaster Dynamic Viscosity meters, Boulder, CO.
Mosquera, R. L. (2012). “Avances para el estudio de la dinámica de sedimentos cohesivos en el laboratorio.” M.S. thesis, Univ. de la República, Montevideo, Uruguay.
Permanent International Association of Navigation Congresses (PIANC). (2014). “Harbour approach channels design guidelines.” PIANC Rep. No. 121, Maritime Navigation Comission, PIANC Secrétariat Général, Brussels, Belgium.
Stema Systems. (2011). DensiTune procedure manual, Geldermalsen, Netherlands.

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Go to Journal of Waterway, Port, Coastal, and Ocean Engineering
Journal of Waterway, Port, Coastal, and Ocean Engineering
Volume 141Issue 5September 2015

History

Received: Sep 23, 2013
Accepted: Sep 30, 2014
Published online: Nov 4, 2014
Published in print: Sep 1, 2015

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Valentina Groposo [email protected]
Mechanical Engineer, Administración Nacional de Usinas y Trasmisiones Eléctricas, Cno. Peixoto y Cno. Altuna, Montevideo, C.P. 12.500, Uruguay; formerly, Researcher, Instituto de Mecánica de los Fluidos e Ingeniería Ambiental, Facultad de Ingeniería, Univ. de la República, Av. Julio Herrera y Reissig 565, Montevideo, C.P. 11.300, Uruguay (corresponding author). E-mail: [email protected]
Rodrigo L. Mosquera [email protected]
Research Assistant, Instituto de Mecánica de los Fluidos e Ingeniería Ambiental, Facultad de Ingeniería, Univ. de la República, Av. Julio Herrera y Reissig 565, Montevideo, C.P. 11.300, Uruguay. E-mail: [email protected]
Francisco Pedocchi [email protected]
Aggregate Professor, Instituto de Mecánica de los Fluidos e Ingeniería Ambiental, Facultad de Ingeniería, Univ. de la República, Av. Julio Herrera y Reissig 565, Montevideo, C.P. 11.300, Uruguay. E-mail: [email protected]
Susana B. Vinzón, M.ASCE [email protected]
Aggregate Professor, Área de Engenharia Costeira & Oceanográfica, Univ. Federal de Río de Janeiro, Centro de Tecnologia UFRJ, Bloco C–Sala 203, CP 68508, Río de Janeiro RJ, Brazil. E-mail: [email protected]
Marcos Gallo [email protected]
Aggregate Professor, Área de Engenharia Costeira & Oceanográfica, Univ. Federal de Río de Janeiro, Centro de Tecnologia UFRJ, Bloco C–Sala 203, CP 68508, Rio de Janeiro RJ, Brazil. E-mail: [email protected]

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