UK Benchmark 6 (Water Module): Difference between revisions
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====description==== | ====description==== | ||
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: | Characteristics: | ||
Revision as of 13:06, 15 December 2023
description
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)
