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T.F.J. Veenman
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3 records found
1
On the behaviour of fine sediment in settling basins
Improving the understanding and prediction of return water quality assessments by a comparative modelling study
Master thesis
(2020)
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T.F.J. Veenman, M. van Koningsveld, Z.B. Wang, B.C. van Prooijen, Jurre De Vries
In this study, the behaviour of fine sediment in settlings basins has been investigated. The understanding and prediction of return water quality assessments is improved by a comparative modelling study. Settling basins are required to decrease the exhaust of fine sediment particles when dredging and reclaiming land. Fine sediment particles can cause turbidity, which damages underwater life and the environment. Turbidity should therefore be prevented.
The study focusses on the assessment on settling basins during a tender phase. Often, limited information is available and time pressure is high. Therefore, it is required to have a straight-forward but robust method to evaluate the effectiveness of a settling basin design in meeting outflow criteria, based on a solid process understanding.
With a comparative modelling study, the main assumptions of the current assessment by Van Oord (width-uniform conditions, neglectable density effects) are researched. The models compared are an inhouse tool of Van Oord (RWQ model) and Delft3D. Next to the main assumptions, different types of settling behaviour throughout the basin are researched.
The research shows the importance of density driven currents in distributing the sediment concentration over the settling basin. This leads to width-uniform sediment concentration. This explains why the Delft3D model and the RWQ model predict the same outflow concentration (order of magnitude) while having different assumptions. Wind causes additional mixing and therefore higher outflow concentrations. The settling velocity of particles has a very high influence on the outflow concentration.
For future assessments the RWQ model can be used. For better process understanding, a Delft3D model could be added. When outflow concentrations are near critical, mitigating measures should be implemented. Mitigating measures are often a fraction of the costs compared to cancelling dredging vessels.
...
The study focusses on the assessment on settling basins during a tender phase. Often, limited information is available and time pressure is high. Therefore, it is required to have a straight-forward but robust method to evaluate the effectiveness of a settling basin design in meeting outflow criteria, based on a solid process understanding.
With a comparative modelling study, the main assumptions of the current assessment by Van Oord (width-uniform conditions, neglectable density effects) are researched. The models compared are an inhouse tool of Van Oord (RWQ model) and Delft3D. Next to the main assumptions, different types of settling behaviour throughout the basin are researched.
The research shows the importance of density driven currents in distributing the sediment concentration over the settling basin. This leads to width-uniform sediment concentration. This explains why the Delft3D model and the RWQ model predict the same outflow concentration (order of magnitude) while having different assumptions. Wind causes additional mixing and therefore higher outflow concentrations. The settling velocity of particles has a very high influence on the outflow concentration.
For future assessments the RWQ model can be used. For better process understanding, a Delft3D model could be added. When outflow concentrations are near critical, mitigating measures should be implemented. Mitigating measures are often a fraction of the costs compared to cancelling dredging vessels.
...
In this study, the behaviour of fine sediment in settlings basins has been investigated. The understanding and prediction of return water quality assessments is improved by a comparative modelling study. Settling basins are required to decrease the exhaust of fine sediment particles when dredging and reclaiming land. Fine sediment particles can cause turbidity, which damages underwater life and the environment. Turbidity should therefore be prevented.
The study focusses on the assessment on settling basins during a tender phase. Often, limited information is available and time pressure is high. Therefore, it is required to have a straight-forward but robust method to evaluate the effectiveness of a settling basin design in meeting outflow criteria, based on a solid process understanding.
With a comparative modelling study, the main assumptions of the current assessment by Van Oord (width-uniform conditions, neglectable density effects) are researched. The models compared are an inhouse tool of Van Oord (RWQ model) and Delft3D. Next to the main assumptions, different types of settling behaviour throughout the basin are researched.
The research shows the importance of density driven currents in distributing the sediment concentration over the settling basin. This leads to width-uniform sediment concentration. This explains why the Delft3D model and the RWQ model predict the same outflow concentration (order of magnitude) while having different assumptions. Wind causes additional mixing and therefore higher outflow concentrations. The settling velocity of particles has a very high influence on the outflow concentration.
For future assessments the RWQ model can be used. For better process understanding, a Delft3D model could be added. When outflow concentrations are near critical, mitigating measures should be implemented. Mitigating measures are often a fraction of the costs compared to cancelling dredging vessels.
The study focusses on the assessment on settling basins during a tender phase. Often, limited information is available and time pressure is high. Therefore, it is required to have a straight-forward but robust method to evaluate the effectiveness of a settling basin design in meeting outflow criteria, based on a solid process understanding.
With a comparative modelling study, the main assumptions of the current assessment by Van Oord (width-uniform conditions, neglectable density effects) are researched. The models compared are an inhouse tool of Van Oord (RWQ model) and Delft3D. Next to the main assumptions, different types of settling behaviour throughout the basin are researched.
The research shows the importance of density driven currents in distributing the sediment concentration over the settling basin. This leads to width-uniform sediment concentration. This explains why the Delft3D model and the RWQ model predict the same outflow concentration (order of magnitude) while having different assumptions. Wind causes additional mixing and therefore higher outflow concentrations. The settling velocity of particles has a very high influence on the outflow concentration.
For future assessments the RWQ model can be used. For better process understanding, a Delft3D model could be added. When outflow concentrations are near critical, mitigating measures should be implemented. Mitigating measures are often a fraction of the costs compared to cancelling dredging vessels.
Optimization of flood safety levels
Case study for unembanked areas in the Port of Rotterdam
Student report
(2019)
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Tjerk Veenman, Sebastiaan N. Jonkman, Erik van Berchum, Joost Lansen, Mathijs Bos
Additional master thesis
...
Additional master thesis
Student report
(2019)
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Floris Boersma, Rens Janmaat, Daan van de Ven, Tjerk Veenman, Godert van Rhede van der Kloot, Matthieu de Schipper, Stuart Pearson
At Isle of Palms there is a lot of erosion due to shoal bypassing events. Five TU Delft Hydraulic Engineering students went to the island under supervision of Coastal Science and Engineering. The main scope of the report is to create a thorough understanding of the processes that form, transform and propagate the shoals that cause catastrophic erosion and finding ways to deal with this erosion. The movement of the shoals, but also the entire ebb tidal delta has been analysed for the last 10 years in this report. It is tried to form conclusions from this dataset although some conclusions are still highly uncertain. It is seen that there is not only a episodic erosional trend with a period of around a decade, but also one with a longer period. For both of these types of erosion designs are proposed to mitigate the negative effects of these erosions. It is found that the current practice of 10 yearly nourishments is the most effective way to cope with the erosion. However some notes have to be made that further research can improve the current nourishment strategies.
...
At Isle of Palms there is a lot of erosion due to shoal bypassing events. Five TU Delft Hydraulic Engineering students went to the island under supervision of Coastal Science and Engineering. The main scope of the report is to create a thorough understanding of the processes that form, transform and propagate the shoals that cause catastrophic erosion and finding ways to deal with this erosion. The movement of the shoals, but also the entire ebb tidal delta has been analysed for the last 10 years in this report. It is tried to form conclusions from this dataset although some conclusions are still highly uncertain. It is seen that there is not only a episodic erosional trend with a period of around a decade, but also one with a longer period. For both of these types of erosion designs are proposed to mitigate the negative effects of these erosions. It is found that the current practice of 10 yearly nourishments is the most effective way to cope with the erosion. However some notes have to be made that further research can improve the current nourishment strategies.