Data · dataset · 2013
Physical model tests of the notional permeability on breakwaters
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In the water laboratory three models were tested.
Description
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.
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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.
Links
Where it is published
- Repository landing page data.4tu.nl/articles/_/12681098/1 ↗
landing page · from DataCite
- DOI doi.org/10.4121/uuid:175deb68-3450-4200-a6fc-ad25c17513d6 ↗
DOI / persistent id · from DataCite
Documentation and papers
- 4TU General Terms of Use doi.org/10.4121/resource:terms_of_use ↗
license · from DataCite
Catalogue records · 2
- DataCite API api.datacite.org/dois/10.4121/uuid:175deb68-3450-4200-a6fc-ad25c17513d6 ↗
metadata API · from DataCite
- DataCite Commons commons.datacite.org/doi.org/10.4121/uuid:175deb68-3450-4200-a6fc-ad25c17513d6 ↗
catalogue entry · from DataCite
Topics
- Stated by source
- Civil engineering · Other engineering and technologies
Provenance · 1 source records, 7 field assertions
| Source | Key | Last seen | Raw |
|---|---|---|---|
| DataCite | 10.4121/uuid:175deb68-3450-4200-a6fc-ad25c17513d6 | 14 d ago | JSON v1 |
| Field | Assertion | Extractor | Evidence |
|---|---|---|---|
| concepts[field].fos:civil-engineering | source · DataCite | connector:datacite@1.0.0 | |
| concepts[field].fos:other-engineering-and-technologies | source · DataCite | connector:datacite@1.0.0 | |
| description | source · DataCite | connector:datacite@1.0.0 | /data/attributes/descriptions |
| license_text | source · DataCite | connector:datacite@1.0.0 | |
| publication_date | source · DataCite | connector:datacite@1.0.0 | /data/attributes/dates |
| title | source · DataCite | connector:datacite@1.0.0 | /data/attributes/titles/0/title |
| version_label | source · DataCite | connector:datacite@1.0.0 |