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Overview of the benchmarks
Group | File name | Input file | Input file | Input file | Title | Global (VTV) | Simple (CUR-113) | Detailed (TR) | Advanced (SLIQ2D) |
|---|---|---|---|---|---|---|---|---|---|
1 | bm1-1 |
|
|
| Study Case described in "Technisch Rapport Voorland Zettingsvloeiing" | Failed |
| Passed |
|
2 | bm2-1 |
|
|
| Spui dike - hmp 63.9 (location Nieuw Beijerland) | Failed |
| Failed |
|
| bm2-2 |
|
|
| Spui dike - hmp 65.0 (between locations Oud Beijerland and Nieuw Beijerland) | Passed |
| Passed |
|
| bm2-3 |
|
|
| Spui dike - hmp 67.8 (locationoud Beijerland) | Failed |
| Passed |
|
3 | bm3-1 |
|
|
| Global check with traject: step 1 = no, step 3 = yes |
|
|
|
|
| bm3-2 |
|
|
| Global check with traject: step 1 = no, step 3 = no |
|
|
|
|
| bm3-3 |
|
|
| Global check with traject: |
|
|
|
|
4 | bm4-1 |
|
|
| Test on the level indicator |
|
|
|
|
5 | bm5-1a |
|
|
| Comparison with SLIQ2D - Case LGZM1 |
|
|
| Failed |
| bm5-1b |
|
|
| Comparison with SLIQ2D - Case LGZM2 |
|
|
| Failed |
| bm5-1c |
|
|
| Comparison with SLIQ2D - Case LGZM3 |
|
|
| Failed |
| bm5-1d |
|
|
| Comparison with SLIQ2D - Case LGZM4 |
|
|
| Failed |
| bm5-1e |
|
|
| Comparison with SLIQ2D - Case SIMPLETA |
|
|
| Failed |
| bm5-1f |
|
|
| Comparison with SLIQ2D - Case LG1D5N5H |
|
|
| Failed |
| bm5-1g |
|
|
| Comparison with SLIQ2D - Case HBPZBUI3 |
|
|
| Failed |
| bm5-2 |
|
|
| Comparison with DZettingsVloeiing - Study Case described in "Technisch Rapport Voorland Zettingsvloeiing" |
|
| Passed |
|
...
The example given in "Annex A - Case Study" of the Deltares report 1200503-001-GEO-0004 "Concept Technisch Rapport Voorland Zettingsvloeiing" of G.A. van den Ham & Co is used.
In this example, both global and detailed checks are completed on the basis of a (fictitious) dike section, which with regard to geometry and soil structure is typical of the Southwest Delta.
The dike has a height of NAP+5 m and , a crest width of 3 m and a slope of 1:3.
The foreshore begins to imaginary toe of the dike at an elevation of NAP and is 60 m wide. The toe of the trench is NAP-15 m and has a slope of 1:6. The dike section is 800 m long. The phreatic level is at NAP-2 m.
The soil profile is as follows:
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The details of the calculation can be found in annexe annex A of the report. The main results are given in the table below. The global check fails but the detailed check passes.
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D-Flow Slide results
Results of benchmark 1-1 for the Global Check
Results | Benchmark | D-Flow Slide | Relative error % |
|---|---|---|---|
Step 1 | xxx | xxx | xxx |
Group 2: Benchmarks from literature (approximate solution)
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2.1. km 63.9 (Nieuw Beijerland)
Description
The dike profile at hmp 63.9 is given in the figure below.
XXX Insert figure
The soil profile and the material properties are given in the following table:
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2.2. km 65.0 (between Oud Beijerland and Nieuw Beijerland)
Description
Benchmark results
D-FLOW SLIDE results
2.3. km 67.8 (oud Beijerland)
Description
Benchmark results
D-FLOW SLIDE results
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Comparison with SLIQ2D (Dos and Windows) - One fully saturated layer with variable slope angle
Description
The benchmarks in this paragraph are intended to verify the advanced method by comparing D-FLOW SLIDE results with those from the older program SLIQ-2D, using both DOS and Windows versions of this program.
Because of the limitations in the DOS version of SLIQ2D, only one fully saturated layer is inputted. The geometry and the material properties for each cases are given in the table below.
The original slope angle is 1:1.25 and is set to "variable" so that the program will search (for each point) for the most unfavorable slope.
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