UK Benchmark 6 (Water Module): Difference between revisions
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====description==== | ====description==== | ||
Engine version: 2019.0.0 DEV 66.0 | Engine version: 2019.0.0 DEV 66.0 | ||
Date executed: 2018-07-10 | |||
Characteristics: | Characteristics: | ||
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===Benchmark 3=== | ===Benchmark 3=== | ||
====description==== | |||
Engine version: 2019.0.0 DEV 68.0 | |||
Date executed: 2018-07-11 | |||
Characteristics: | |||
Test for conservation of momentum over a small obstruction. By inertia (flow changing over time) some water flows over the obstruction. | |||
* Dimensies: zie Figuur below | |||
* Roughness: uniform manning = 0,01 m/s1/3 | |||
* Initial condition: 0m water depth | |||
* Resolution: 5m grid | |||
* Boundary condition: Q(t), see figure below | |||
[[File:Inundation benchmark 05.PNG]] | |||
====results==== | |||
Results every 2 seconds in the middle of every despression are requested and shown below | |||
[[File:Inundation benchmark 06.PNG]] | |||
Revision as of 08:27, 3 August 2018
UK Benchmarks
Benchmark 2
description
Engine version: 2019.0.0 DEV 66.0 Date executed: 2018-07-10
Characteristics: A test for the evaluation of an inundation pattern and depth at low momentum over a complex topography:
- Dimensions: 2000m X 200m
- Roughness: uniform manning = 0,03 m/s1/3
- Initial conditions: empty grid
- Resolution: 20m grid
- Boundary condition: Q(t) in North-East side of the model domain
note: the benchmark was executed on a 10m, instead of 20m
File:Inundation benchmark 01.PNG
results
Water levels every 300 secs on the centre of every depression are requested together with a map of the waterdepts at the end of simulation.
The waterdepth at the end of simulation is shown below
File:Inundation benchmark 02.PNG
And graphs of water levels at the centre of every depression:
File:Inundation benchmark 03.PNG
File:Inundation benchmark 04.PNG
Benchmark 3
description
Engine version: 2019.0.0 DEV 68.0 Date executed: 2018-07-11
Characteristics: Test for conservation of momentum over a small obstruction. By inertia (flow changing over time) some water flows over the obstruction.
- Dimensies: zie Figuur below
- Roughness: uniform manning = 0,01 m/s1/3
- Initial condition: 0m water depth
- Resolution: 5m grid
- Boundary condition: Q(t), see figure below
File:Inundation benchmark 05.PNG
results
Results every 2 seconds in the middle of every despression are requested and shown below
