UK Benchmark 6 (Water Module): Difference between revisions
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This page reports on the performance of the {software}'s Water Module by means of the UK EA benchmark Test 6 – Dambreak | |||
This dambreak test case (see Appendix A.6 for details) is the original benchmark test | 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 | case available from the IMPACT project (Soares-Frazão and Zech 2002), for which |
Revision as of 13:06, 15 December 2023
This page reports on the performance of the {software}'s Water Module by means of the UK EA benchmark Test 6 – Dambreak
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
Waterlevels and profiles at the locations indicated in figure above
Velocity profiles
References
- 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)