UK Benchmark 6 (Water Module): Difference between revisions
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Created page with "==UK Benchmarks== ===Benchmark 2=== Engine version: 2019.0.0 DEV 66.0 Executed: 2018-07-10 Characteristics: A test for the evaluation of an inundation pattern and depth at l..." |
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This [[Water Module benchmarks|benchmark]] performs ''UK EA benchmark Test 6 – Dambreak'' using the [[Water Module]] of the {{software}}. | |||
<youtube>2UO1UdOEbtU</youtube> | |||
his dambreak test case (see Appendix A.6) originates from the IMPACT project (Soares-Frazão and Zech 2002). Physical measurements were provided by the Civil Engineering Laboratory of the Université Catholique de Louvain (UCL). | |||
Characteristics: | Characteristics: | ||
* Dimensions: 20X the values below | |||
* Dimensions: | * Roughness: uniform manning = 0,05 m/s1/3 | ||
* Roughness: uniform manning = 0, | * Initial conditions: 8m in reservoir, 0.4m in floodplain | ||
* Initial conditions: | * Modelgrid resolution: 2m | ||
* | |||
[[File:Inundation benchmark 07.PNG|600px]] | |||
====Results==== | |||
Measured water levels and velocities were provided by UCL for six points (G1 to G6, | |||
except for velocities at G6). The results for each point are shown below. | |||
[[File:Inundation benchmark 08.PNG]] | |||
Velocity profiles | |||
[[File:Inundation benchmark 09.PNG]] | |||
[[ | {{article end | ||
|references-old= | |||
<references> | |||
{{ref|environmental-agency | |||
|name=Benchmarking the latest generation of 2D hydraulic modelling packages | |||
|link=https://consult.environment-agency.gov.uk/engagement/bostonbarriertwao/results/appendix-6---neelz--s.---pender--g.--2013--benchmarking-the-latest-generation-of-2d-hydraulic-modelling-packages.-bristol_environment-agency.pdf | |||
|lastvisit=2018-08-03 | |||
|author=Environmental Agency (2013) | |||
|page= | |||
|source=Report – SC120002 | |||
}} | |||
</references> | |||
}} | |||
[[Category:Benchmarks]] | |||
{{Water Module buttons}} | |||
Latest revision as of 08:09, 8 July 2026
This benchmark performs UK EA benchmark Test 6 – Dambreak using the Water Module of the Tygron Platform.
his dambreak test case (see Appendix A.6) originates from the IMPACT project (Soares-Frazão and Zech 2002). Physical measurements were provided by the Civil Engineering Laboratory of the Université Catholique de Louvain (UCL).
Characteristics:
- Dimensions: 20X the values below
- Roughness: uniform manning = 0,05 m/s1/3
- Initial conditions: 8m in reservoir, 0.4m in floodplain
- Modelgrid resolution: 2m
Results
Measured water levels and velocities were provided by UCL for six points (G1 to G6, except for velocities at G6). The results for each point are shown below.
Velocity profiles
