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h1. Group 3: Benchmarks from spreadsheets

This section uses tests performed by hand or by means of an Excel spreadsheet.

h2. 3.1 Global check with all possible trajectories

h5. Description

This benchmark tests all possible trajectories according to the Global check. Those trajectories are:
* Case A: step 1 = No → Global check passed
* Case B: step 1 = Yes, step 2 = No, step 4 = No → Global check passed
* Case C: step 1 = Yes, step 2 = No, step 4 = Yes, step 5 = No → Global check passed
* Case D: step 1 = Yes, step 2 = No, step 4 = Yes, step 5 = Yes → Global check failed
* Case E: step 1 = Yes, step 2 = Yes → Global check failed

TheFor case A, the same geometry as benchmark 2.1-1 (see [group 21|GEO:D-Flow Slide - Group 1]) is used but a fordifferent casesoil Aprofile.

h5. Benchmarks results
Hereafter are given the analytical results per case.

h6. Case A:
Channel depth: H = 15 m
Thickness of the sensitive layer: H{~}vw~ = 13 m
Marge = 2 H{~}vw~ + 1.5 (H - H{~}vw~) = xxx m
Assessment level: Z = xxx m
X{~}Ssign~ = xxx m
X{~}Szv~ = xxx m

h5. *D-Flow Slide* results

*D-FLOW SLIDE* results are in accordance with the results by hand as show in the tables below.

h6. Results of benchmark 3-1 for case A

|| || Benchmark || D-FLOW SLIDE || Relative error ||
| Marge | xxx | xxx | xxx |
| X Assessment level | xxx | xxx | xxx |
| X-coordinate of the observation profile (X{~}sign~)point Ssign | xxx | xxx | xxx |
| X -coordinate of the liquefaction point (XS{~}ZV~) | xxx | xxx | xxx |
| Step 1: Is liquefaction damaging on basis of geometry? | No | No | (+) |
| Result of the Global check | Passed | Passed | (+) |

h6. Results of benchmark 3-1 for case B

|| || Benchmark || D-FLOW SLIDE || Relative error ||
| Marge | xxx | xxx | xxx |
| Assessment level | X xxx | xxx | xxx |
| X-coordinate of the observation profile (X{~}sign~)point Ssign | xxx | xxx | xxx |
| X -coordinate of the liquefaction point (XS{~}ZV~) | xxx | xxx | xxx |
| Step 1: Is liquefaction damaging on basis of geometry? | Yes | Yes | (+) |
| Step 2: Artificially underwater installed and non-compacted sandy foreshore? | No | No | (+) |
| Step 4: Is liquefaction possible on the basis of the geometry? | No | No | (+) |
| Result of the Global check | Passed | Passed | (+) |

h6. Results of benchmark 3-1 for case C

|| || Benchmark || D-FLOW SLIDE || Relative error ||
| Marge | xxx | xxx | xxx |
| Assessment level | xxx | xxx | xxx |
| X -coordinate of the observation profilepoint (XS{~}sign~) | xxx | xxx | xxx |
| X -coordinate of the liquefaction point (XS{~}ZV~) | xxx | xxx | xxx |
| Step 1: Is liquefaction damaging on basis of geometry? | Yes | Yes | (+) |
| Step 2: Artificially underwater installed and non-compacted sandy foreshore? | No | No | (+) |
| Step 4: Is liquefaction possible on the basis of the geometry? | Yes | Yes | (+) |
| Step 5: Are there any sensitive to liquefaction layers present? | No | No | (+) |
| Result of the Global check | Passed | Passed | (+) |

h6. Results of benchmark 3-1 for case D

|| || Benchmark || D-FLOW SLIDE || Relative error ||
| Marge | xxx | xxx | xxx |
| X Assessment level | xxx | xxx | xxx |
| X-coordinate of the observation profile (X{~}sign~)point Ssign | xxx | xxx | xxx |
| X -coordinate of the liquefaction point (XS{~}ZV~) | xxx | xxx | xxx |
| Step 1: Is liquefaction damaging on basis of geometry? | Yes | Yes | (+) |
| Step 2: Artificially underwater installed and non-compacted sandy foreshore? | No | No | (+) |
| Step 4: Is liquefaction possible on the basis of the geometry? | Yes | Yes | (+) |
| Step 5: Are there any sensitive to liquefaction layers present? | Yes | Yes | (+) |
| Result of the Global check | Failed | Failed | (+) |

h6. Results of benchmark 3-1 for case E

|| || Benchmark || D-FLOW SLIDE || Relative error ||
| Marge | xxx | xxx | xxx |
| Assessment level | xxx | xxx | xxx |
| X -coordinate of the observation profilepoint (XS{~}sign~) | xxx | xxx | xxx |
| X -coordinate of the liquefaction point (XS{~}ZV~) | xxx | xxx | xxx |
| Step 1: Is liquefaction damaging on basis of geometry? | Yes | Yes | (+) |
| Step 2: Artificially underwater installed and non-compacted sandy foreshore? | Yes | Yes | (+) |
| Result of the Global check | Failed | Failed | (+) |