UK Benchmark 6 (Water Module): Difference between revisions
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<youtube>2UO1UdOEbtU</youtube> | <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: 20X the values below | ||
* Roughness: uniform manning = 0,05 m/s1/3 | * Roughness: uniform manning = 0,05 m/s1/3 | ||
* | * Initial conditions: 8m in reservoir, 0.4m in floodplain | ||
* Modelgrid resolution: 2m | * Modelgrid resolution: 2m | ||
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====Results==== | ====Results==== | ||
Measured water levels and velocities were provided by UCL for six points (G1 to G6, | Measured water levels and velocities were provided by UCL for six points (G1 to G6, | ||
except for velocities at G6). | except for velocities at G6). The results for each point are shown below. | ||
[[File:Inundation benchmark 08.PNG]] | [[File:Inundation benchmark 08.PNG]] | ||
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
