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Model Architecture
FGM edited this page Oct 19, 2026
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CHESS turns a population of coastal storms into the probabilistic response of one coastal structure transect, a Protective System Element (PSE). Every run follows the same six steps. The library script (CHESS_Usage_Example.m) and the GUI call the same functions; only the input screens differ.
| Block | What it is | Where it comes from |
|---|---|---|
Configuration (config) |
Project details, the PSE, the workflow and every switch | A PSE input file: CHESS_*_inputs.xlsx or PSE_Templates/*.csv. See Model Inputs and config_reference
|
PSE (structure) |
The 1-D cross-section: structure type, crest, toe, slopes, armor | The geometry rows of the input file (create_structure_geometry.m) |
Storm database (storm, prob_mass, db_info) |
Every storm at the savepoint (water level and waves, Peaks and/or Timeseries), TC storm weights, bias and uncertainty | CHS savepoint files, or a prepared .mat. See Model Inputs
|
| Uncertainty | Forcing uncertainty (SWL, Hm0) and response uncertainty (q, R2%, Dn50, P1) |
CHS_Dependencies (by region) or manual values, and primary_responses_epistemic_uncertainties.txt
|
PSE input file ──► 1. SETUP call_input_parser.m
│ read_chess_input → finalize_structure_config → finalize_config
│ call_environment_setup.m (output paths, hotstart level)
▼
CHS .zip/.h5/.mat ─► 2. STORM DATABASE call_chs_data_formater.m
│ convert + quality check → <db>.mat (storm, prob_mass, db_info)
▼
3. PROJECT FORCING call_project_forcing_formater.m
│ PROS: replicates LCS: life cycles DET: every storm once
▼
4. UNCERTAINTY call_uncertainty_engine.m (skipped by DET)
│ SWL and Hm0 perturbed per replicate / storm
▼
5. ADJUSTMENTS call_project_forcing_adjuster.m
│ sea level rise, random tides, depth limitation, dry toe
▼
6. RESPONSES call_project_response.m
PROS: chess_pros → hazard curves (PST / JPM)
LCS: chess_csr → life-cycle reliability, damage
DET: chess_det → response per storm
▼
Results + plots <db>_<wflow>_project_responses.mat, CHESSPlots
| Step | Main function | Output | Details |
|---|---|---|---|
| 1. Setup | call_input_parser.m |
config, structure
|
config_reference, Hotstart Levels |
| 2. Storm database | call_chs_data_formater.m |
storm, prob_mass, db_info
|
Model Inputs |
| 3. Project forcing | call_project_forcing_formater.m |
project_forcing |
CHESS PROS, CHESS LCS, CHESS DET |
| 4. Uncertainty | call_uncertainty_engine.m |
perturbed project_forcing
|
Model Conventions |
| 5. Adjustments | call_project_forcing_adjuster.m |
adjusted project_forcing
|
Model Conventions |
| 6. Responses | call_project_response.m |
Resp |
PSE Hydraulic Responses |
Each step saves its result, so a rerun of the same case can skip the steps whose inputs did not change (Hotstart Levels). File locations are on Model Outputs.
workflow |
Name | Forcing (step 3) | Responses (step 6) | Answers |
|---|---|---|---|---|
| 1 | CHESS PROS | Every storm, with uncertainty replicates | Response per replicate → hazard curve with confidence limits | What response has a 1% annual chance of being exceeded? |
| 4 | PROS-FB | As PROS | Forcing hazard curves → responses from them | Same, for responses built from forcing hazard curves |
| 3 | CHESS LCS | Monte Carlo life cycles of Poisson-sampled storms | Response per storm per life cycle → reliability, damage progression | How does the structure perform over a 50-year life? |
| 2 | CHESS DET | Every storm once, as recorded | Response per storm, no statistics | What does each storm do to this structure? |
| Folder | Holds |
|---|---|
Setup/ |
Input reading, config rules, output paths, hotstart, storm database info |
CHS/ |
CHS HDF5 conversion, storm preparation and quality checks |
Forcing_Generation/ |
Project forcing per workflow, LCS sampling, tides, adjustments |
Uncertainty/ |
Forcing uncertainty |
Structure_Reponses/ |
Response equations, PROS, LCS-CSR and DET drivers |
Extreme_Value_Analysis/ |
PST (XC) and JPM (TC) hazard curve engines |
Visualization/ |
Plot classes (CHESSPlots → pros_methods, lcs_methods, det_methods) |
PSE_Templates/ |
One input template per structure type |
GUI/ |
The CHESS app |
docs/ |
config_reference.md |
Run-up & Overtopping
- Wave Run-up (R2%)
- Overtopping Discharge (q)
- Overtopping Volume (Q_vol)
- Overtopping Damage Classification
- Run-up Exceedance (z1%)
- Crest Velocity Exceedance (u1%)
Transmission
Wall Loads
Armor Stability
Damage Progression (LCS)
Hazard Metrics