From a solved network to signable evidence
DekEn carries one engineering thread end-to-end: solve the hydraulics → seed a HAZOP from the model → verify the SIF's SIL → issue a datasheet as evidence. The four steps below each link to the real place they happen. This guide does not fabricate anything — every number you see along the way comes from your own solved network.
The four steps
Solve the network
Step 1Open the model builder and load the curated "Bridge Demo" example (an elevated feed into a relief-protected vessel). Run the solve — the line velocities and node pressures come from the real GGA solver.
Open the builder →Seed from model → HAZOP
Step 2In a PHA study, focus a node and choose "Seed from model". Paste the solved result (or load a saved hydraulic project). Each credible deviation is proposed with the real solved value that triggered it — indicative starting points for competent-person review, never auto-asserted hazards.
Go to PHA studies →Verify the SIF / SIL
Step 3Credit a relief / safety instrumented function on the overpressure deviation, then open its SIL verification panel. PFDavg (IEC 61508-6) plus the architectural SFF/HFT cap give the achieved SIL — lumped or per-subsystem.
Open a study →Issue a datasheet as evidence
Step 4Back in "Seed from model", generate an FM-EN-17 datasheet whose operating duty is stamped from the solve, then "Save to study as evidence". It is hashed (SHA-256) and written to the study's audit chain so a sign-off can cite it.
Issue a datasheet →Indicative guidance only. Seeded deviations and SIL figures are starting points for competent-person review — not a substitute for a licensed Professional Engineer or a formal functional-safety assessment.