UK Benchmark 6 (Water Module): Difference between revisions

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[[File:Inundation benchmark 09.PNG]]
[[File:Inundation benchmark 09.PNG]]


==References==
{{article end
# Environmetal Agency (2013). Benchmarking the latest generation of 2D hydraulic modelling packages ∙ report Report – SC120002 ∙ found at: 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 (last visited 2018-08-03)
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<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]]
[[Category:Benchmarks]]
{{Water Module buttons}}
{{Water Module buttons}}

Latest revision as of 09:55, 17 October 2025

This benchmark performs UK EA benchmark Test 6 – Dambreak using the Water Module of the Tygron Platform.

This dambreak test case (see Appendix A.6 for details) is the original benchmark test case available from the IMPACT project (Soares-Frazão and Zech 2002), for which measurements from a physical model at the Civil Engineering Laboratory of the Université Catholique de Louvain (UCL) are available.

Characteristics:

  • Dimensions: 20X the values below
  • Roughness: uniform manning = 0,05 m/s1/3
  • Initiële 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). Below the result for each point.

Velocity profiles