Data Publication

Physical model tests of the notional permeability on breakwaters

Kluwen, J.G.M. (Janneke)

TU Delft

(2013)

Descriptions

In the water laboratory three models were tested. Firstly, model 3 of Kik is repeated as model 3A, with a calculated value of notional permeability P 0.38. The construction of model 3A is build with a top layer, filter layer 1, filter layer 2 and a impermeable core. Second, another variant of model 3 of Kik is designed and tested (model 4). However, the measured damage figures were too low and therefore they could not be used to calculate a value for the notional permeability P. The construction of model four is build with a top layer, filter layer 1, filter layer 2 which is thicker as model 3A and an impermeable core. Finally, model 5 is tested with a calculated value of notional permeability of P 0.45. This model is designed from the fourth construction of Van der Meer. The construction of model 5 is build with a top layer, filter layer 1 and a permeable core with the same material of filter layer 2 of model 3A and model 4. The results of this research show that the influences of the notional permeability P exists of the ratio of the armour layer thickness and the thickness of the second filter layer. If the layer thicknesses are equal the value for notional permeability P is 0.38, which follows from model 3A. If the second layer has an infinite thickness (permeable core), the value for notional permeability P is 0.45, which follows from model 5. The value of the notional permeability P of model 5 corresponds to the design calculations of the computer model HADEER. Van der Meer discovered using this computer model that the ratio of dn50a/ dn50f = 5 has a value on the notional permeability P of 0.43 –0.44. During this research, while using two different methods, a value of the notional permeability P of 0.45 was calculated.

Keywords

MSL enriched keywords
civil engineered setting
Measured property
permeability
MSL vocabulary keywords corresponding to originally assigned keywords
civil engineered setting
permeability
Originally assigned keywords
Land and Water Management
Civil Engineering
FOS: Civil engineering
Interdisciplinary Engineering
FOS: Other engineering and technologies
breakwaters
master thesis
permeability
stability

Metadata


MSL enriched sub domains

rock and melt physics

Resource Type

Dataset


Source


Source publisher

TU Delft

DOI


Creators

Kluwen, J.G.M. (Janneke)

Contributors

Maertens, J.
Personal
TU Delft, Faculty Of Civil Engineering And Geoscience, Department Of Hydraulic Engineering
Organizational
Uijttewaal, W.S.J. (Wim)
Personal
Van Den Bos, J.P.
Personal
Van Der Meer, J.W.
Personal
Verhagen, H.J. (Henk Jan)
Personal
0000-0002-9505-0005

Citation

Kluwen, J. G. M. (J. (2013). Physical model tests of the notional permeability on breakwaters (Version 1) [Dataset]. TU Delft. https://doi.org/10.4121/UUID:175DEB68-3450-4200-A6FC-AD25C17513D6


References

URL
References

Dates

Issued 2013-06-25

Language

en



Rights

Name 4TU General Terms of Use
URI https://doi.org/10.4121/resource:terms_of_use

Locations

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