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Public evidence

physics.fluid.critical_slope

Machine-checked verification for calculation version 1.0.0 · tier engine_tested

Verification

6/6 calculation tests · Production surface contract 1/1

  • Golden tests 0 / 0
  • Boundary tests 0 / 0
  • Property tests 6 / 6
  • Production surface contract 1 / 1
  • }
  • Engine tested Yes
  • Source checked Yes
  • Artifact integrity PASS
  • Production attestation Embedded snapshot: STALE · Last attested schema matched 1.0.0 snapshot / local build · Semantic contract ✓ · Last attestation PASS · current evidence changed · re-attestation required · Public/cache ✓ · Origin ✓ · Live production status PASS (0 stale; 164 CURRENT) @ 2026-09-18T21:41:56.329Z
  • Semantic contract PASS
  • Evidence attested at 2026-09-18T21:41:55.460Z
  • Last production check 2026-09-18T21:41:55.460Z
  • Public / cache PASS
  • Origin PASS
  • Supplemental domain review Not performed
  • Named expert review Not performed
  • release artifacts aligned PASS

Fingerprint sha256:c2f5651836299ba7386e67b77bddff3ca21c5413c57d7aa3e07c26466e2be2e4

Input schema sha256:bee92c1340983c10f27f9c26074189b5114bd975d4239a68133acbf4cd8a6e54 · Output schema sha256:36cce11023a310bc4ca0d3e3bba85cad8e58b9e240728139dd5d9e60000b873a · Build-time SHA-256 digests prove published artifacts agree with each other (release_integrity.scope=workspace). Production attestation GETs canonical URLs twice (public/cached view and origin), including Capability HTML, via npm run attest:production --write (published at /.well-known/calculatorx-production-attestation.json) and fails if the public Capability page advertises a different calculation_version. This is artifact consistency, not an independent immutable release log.

Build & scope

Engine identity and declared limitations.

Tool
critical-slope
Engine
critical-slope
Engine build
2026-09-18
Evidence core
2026-09-18T15:07:24.231Z
Rendered
2026-09-18T23:14:09.773Z
Last reviewed

Assumptions

  • Rectangular yn=yc: Sc=[n Q/(A R^{2/3})]^2 at yc=(q²/g)^{1/3}; A=b yc; R=b yc/(b+2 yc); SI k=1; Sc is unknown in slope mode
  • yc/b∈[0.2, 10]; n∈[0.008, 0.15]; Sc∈[1e-6, 0.1]; geometry is b, not A and R; default g=9.80665
  • Not Manning Q with given A,R,S; not normal-depth yn invert; not critical-depth yc as the product; not Chezy C; not Q=Av; not trapezoid z

Limitations

  • Rectangular critical slope: Sc such that yn=yc; SI Manning at y=yc; yc=(q²/g)^{1/3}; Sc=[n Q/(A R^{2/3})]^2 with A=b yc, R=b yc/(b+2 yc)
  • yc/b∈[0.2, 10] so Sc(yc) is one-to-one; n∈[0.008, 0.15]; Sc∈[1e-6, 0.1]; SI k=1; default g=9.80665
  • Not Manning Q from A,R,S; not normal-depth yn invert; not critical-depth yc as the product; not Chezy C; not Q=Av; not US k=1.486; not trapezoid z

Sources

Standards and references supporting this tool specification. Methods are listed separately — they are algorithms, not bibliographic sources.

Published checks

Golden, boundary, and property cases included in this evidence build.

IDKindStatusDetail
property-csl-ScpropertypassSc=0.02 at Q
property-csl-FrpropertypassFr=1
property-csl-ycpropertypassyc matches critical-depth
property-csl-ynpropertypassyn(Sc)=yc
property-csl-roundtrip-QpropertypassQ roundtrip
property-csl-modelpropertypassmanning_critical_slope_rectangular