The portfolio
Every tool sits on two axes: its phase in the flood risk management cycle (EU Floods Directive vocabulary) and its maturity (TRL bands). Each card states what it takes to pass the next gate — that statement is also the invitation to partner.
| ConceptTRL 1–3 | PrototypeTRL 4–5 | Demo / PilotTRL 6–7 | OperationalTRL 8–9 | |
|---|---|---|---|---|
| PreventionYears before the event | Scour & Erosion Assessor (HEC-18) | FluvioMorph | ||
| ProtectionStructural works | Hydraulic Structures Designer | |||
| PreparednessDays to hours before | Dam-Break Hydrograph Calculator | Oman Cyclone Impact | Dam-Break Knowledge Base | |
| ResponseDuring the event | Flood a Real River | |||
| RecoveryAfter the event |
Empty cells are not hidden — they are the roadmap.
27+ published methods for river classification and prediction, run side by side with an agreement dashboard and validity screening. Manual input or HEC-RAS output with automatic reach segmentation.
Next gate: Validate HDF5 reading against a real .p##.hdf file; confirm the flagged [CHECK] constants against source publications.
An interactive knowledge base built from 19 dam-safety standards (Iranian, FEMA, ICOLD): a 10-step engineer roadmap and a synaptic graph of 2,100+ nodes.
A trilingual WebGIS replaying Cyclone Shaheen (2021) on real track, gauge and basin data, with synthetic forecast layers for illustration. It shows the shape of the proposed decision layer — not a forecast.
Next gate: Phase 0 of the proposal: data audit and a data-access agreement, then a hindcast of past cyclones with archived forecasts on one pilot wadi (gates G1, G2).
Seeking: Hydrometric data access & a research partner
Raise the water over real photogrammetry terrain and watch inundation spread — a wetland reach and the Grand Canyon, in the browser.
Next gate: Couple the water surface to actual hydraulic results instead of an illustrative level.
Next tool: breach parameters and peak outflow from the five established equation families (MacDonald 1984 · Von Thun & Gillette 1990 · Froehlich 1995/2008 · Xu & Zhang 2009), compared side by side with uncertainty bands.
Next gate: Implement and verify against the published case datasets.
Planned: reach-scale erosion depth and bridge-pier scour to FHWA HEC-18 (5th ed.), with method-validity flags per reach.
Planned: drop structures, retaining walls, gabions and riprap — analysis aids with explicit standards references. Outputs support, never replace, the judgment of a qualified engineer.