UK EA benchmark 2 (Water Module)

This page reports on the performance of the Tygron Platform's Water Module by means of the UK EA benchmark Test 2 – Filling of Floodplain Depressions.

The test has been designed to evaluate the capability of a package to determine inundation extent and final flood depth, in a case involving low momentum flow over a complex topography.

A copy of this test project is made available to everyone, providing hands-on insights to those interested. The project can be found on the LTS server under the name UKEA benchmark 2.

Description

Fig. (a): Map of the DEM showing the location of the upstream boundary condition (red line), ground elevation contour lines every 0.05 m and output point locations (crosses).

The area modelled, shown in Fig. (a), is a perfect 2,000 m x 2,000 m square and consists of a 4 x 4 matrix of ~0.5-m deep depressions with smooth topographic transitions. The DEM (digital elevation model) was obtained by multiplying sinusoids in the north to south and west to east directions, and the resulting depressions are all identical in shape. An underlying average slope of 1:1,500 exists in the north to south direction, and of 1:3,000 in the west to east direction, with a ~2-m drop in elevation along the north-west to south-east diagonal.

The inflow boundary condition was applied along a 100-m line running south from the northwestern corner of the modelled domain, indicated by a red line in Fig. (a). A flooding with a peak flow of 20 m³/s and time base of ~85 minutes was implemented according the hydrograph in Fig. (b). The model was run for 2 days (48 hours) to allow the inundation to settle to its final state.

Fig. (b): Inflow hydrograph, which functioned as upstream boundary condition

Initial and boundary conditions

• Initial condition: dry bed
• Inflow along the red line in Fig. (a)
• All other boundaries are closed

Parameter values

• Manning’s n: 0.03 (uniform)
• Model grid resolution (m): 20 m (or ~10,000 nodes in the area modelled)
• Simulated time (h): 48

Technical setup

The required DEM is provided as an ASCII file (test2DEM.asc). As its cell size is 2 m, whereas the test is expected to be run on a 20-m grid, it will be automatically rescaled by the grid rasterizer. The dimensions of the test area must be 2,000 by 2,000 m. The original DEM had an offset of -200 m, which was cropped down to -20 m (= 1 grid cell) so it could function as border cell. The rescaled and cropped ASCII file will shortly be provided as part of a .zip found at the bottom of this page.

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  Original 2-m heightmap (2,400 m x 2,400 m)
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  Cropped and rescaled to 20-m grid (2,040 m x 2,040 m). The black perimeter designates the border cells.
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  Inlet series in the upper left corner.

In order to regulate the water level according to the water-level graph, the following setup was used: Inlet objects were placed on single grid cells with a constant value for x = 1 and y varying from 1 to 5, yielding a total of 5 points. The inlets were configured as follows:

• External area (m²): 1,000,000,000 (default)
• Water level (m): 1 (default)
• Threshold (m): none (default)
• Inlet Q (m³/s) : 20 in total, thus 4 per inlet

Hydrograph for each individual inlet.

Output as required

Stats

• Software package used: Tygron Platform
• Numerical scheme: FV (Kurganov, Bollerman, Horvath)
• Object flow (m³/s): 96,985.64
• Remaining volume water (m³/s): 96,982.30

Test results

Point graph measurements from the Tygron Platform (left) and other packages (right):

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Last frame

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Final timeframe of water levels as generated by the Tygron Platform (left) and by the other packages (right).

Notes

• Tests were run with a multi-GPU setup. For small cases like this, using single GPU actually leads to faster results. Furthermore, requesting a high number of 576 timeframes further bogs it down. In comparison: 1 GPU with 1 resulting timeframe runs in: 8 s, which is +- 53% faster compared to 2 GPUs with 576 timeframes.

Public test project

A copy of this test project is made available to everyone, providing hands-on insights to those interested. The project can be found on the LTS server under the name UK Benchmark 2. In this project the discussed benchmark test is reproduced, based on the cropped version of the initial map (i.e., 2,040 m x 2,040 m). These special map dimensions are generally not selectable in the Wizard and require configuration through the API.

The locations of the measurement points are:

Point ID	X	Y
1	275	-1,780
2	275	-1,290
3	275	-790
4	275	-290
5	775	-1,780
6	775	-1,290
7	775	-790
8	775	-290

Point ID	X	Y
9	1,275	-1,780
10	1,275	-1,290
11	1,255	-790
12	1,275	-290
13	1,775	-1,780
14	1,775	-1,290
15	1,775	-790
16	1,775	-290

Note that the coordinate system in this project differs from the one used during the actual benchmark testing as shown in Fig. (b). For the above listed points the center (0,0) is located at the top-left corner instead of the bottom-left, hence will the bottom-right corner have coordinates (2,000;-2,000).

Water level relative to datum

The time series of a fixed measurement point can be obtained as follows:

How to obtain water levels relative to datum:

1. Go to the flooding overlay "Water Level (m)".
2. Select the measuring tool.
3. From the Saved dropdown choose your point of interest.
4. From the Base dropdown select "Surface Elevation (m)".
5. Make sure the Sum box is checked.
6. Select Fit Graph to zoom in on the relevant part of the plot.

Settings & output

Setting	Unit	Value
GRAVITY	m/s2	9.80665
QUAD_CELL	Boolean	0
WALL_ANGLE	°	89
Open land	m2	14,786,560
Manning's n	s/(m1/3)	0.03
Calc. pref.		Accuracy

Output	Unit	Value
Total volume	m3	97,194
Single cells		10,404
Calc. steps		250,709
Calc. time	s	25

Note that these output values may deviate slightly from those of the initial testing phase (i.e. not the public test project), since there is a substantial time gap between when the two projects were set up, during which several changes have been made to the engine.

References

Water Module

Tutorials

Overview

Theory

Benchmarks