Using reflected seismic waves to estimate rheological properties of the fluid-mud layer for port applications

Master Thesis (2017)
Author(s)

G.N. Woofenden (TU Delft - Civil Engineering & Geosciences)

Contributor(s)

A. Kirichek – Mentor (TU Delft - Rivers, Ports, Waterways and Dredging Engineering)

D.S. Draganov – Mentor (TU Delft - Applied Geophysics and Petrophysics)

Florian Wellmann – Mentor (RWTH Aachen University)

Research Group
Rivers, Ports, Waterways and Dredging Engineering
Copyright
© 2017 George Woofenden
More Info
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Publication Year
2017
Language
English
Copyright
© 2017 George Woofenden
Graduation Date
10-08-2017
Awarding Institution
Delft University of Technology
Programme
['Applied Geophysics']
Research Group
Rivers, Ports, Waterways and Dredging Engineering
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Abstract

Current Port of Rotterdam procedure is to define the nautical depth based on the density of a fluid-mud layer, that settles at the bottom of the port. Rheological parameters could be an improved indicator for nautical depth and decrease the frequency and cost of dredging. I investigate the use of reflected seismic waves to derive in situ rheological parameters. I model a simplified port profile to investigate the effects of o_set on the types of seismic reflections acquired. Four models of how the density of the fluid-mud layer varies with depth are proposed. I undertake simple laboratory experiments to measure the effects of consolidation time, density and frequency has on the seismic velocities of the fluid-mud layer. From these laboratory experiments I calculate the shear modulus, bulk modulus, Young's modulus and Poisson's ratio for the fluid-mud layer of varying densities. Reflected seismic-wave velocities prove to be promising in deriving in situ rheological parameters, elastic constants and, potentially, viscosity.

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