Rheological Analysis of Mud

Towards an Implementation of the Nautical Bottom Concept in the Port of Hamburg

Doctoral Thesis (2022)
Author(s)

A. Shakeel

Research Group
Rivers, Ports, Waterways and Dredging Engineering
Copyright
© 2022 A. Shakeel
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Publication Year
2022
Language
English
Copyright
© 2022 A. Shakeel
Research Group
Rivers, Ports, Waterways and Dredging Engineering
ISBN (print)
978-94-6419-532-3
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Abstract

The nautical bottom (the level at which contact with a ship’s keel causes either damage or unacceptable effects on controllability and manoeuvrability of a ship) should be associated to a measurable physical characteristic. Bulk density is typically used as a criterion for nautical bottom by many ports worldwide. However, the rheological properties particularly the yield stress of mud would be better parameters for defining a criterion for nautical bottom due to their strong correlation with the flow properties of mud and navigability. The density-yield stress correlation depends significantly on different parameters of mud such as organic matter type and content, clay type and content, particle size distribution and salinity. Therefore, a single critical value of density cannot be chosen for the nautical bottom criterion in a port like Port of Hamburg, where the above mentioned parameters are varying from one harbour location to another. This justifies the need for a study of the rheological properties (yield stress) of mud in Port of Hamburg.

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