GENESIS VENTURES

PROJECT 003 · MH1 · REFERENCE STUDY · MARINE HYDRODYNAMICS

KCS Case 2.1, six speeds, against the tank.

The KRISO Container Ship at model scale, six Froude numbers, free to sink and trim, compared against the Tokyo 2015 towing-tank measurement. This is the study we run to show a marine buyer what our work looks like end to end, and it is the template every hull job follows.

2.0%
Resistance agreement we hold to

against a field that averages 3.0 to 3.4 percent across all Tokyo 2015 submissions

Project003 / MERIDIAN
ModelMH1
SectorMR · MARINE
DrawnA. KHOSHBAHAR
Criteria16 DECLARED

Conditions

Hull
KRISO Container Ship, bare hull with rudder, no propeller
Scale
1:31.6, Lpp 7.2786 m, even keel at T = 0.3418 m
Condition
Calm deep water, free to sink and trim
Range
Six Froude numbers 0.108 to 0.282, Re 5.23e6 to 1.36e7
Solver
OpenFOAM interFoam, k-omega SST, three-grid convergence study
Extrapolation
ITTC-78 to the 230 m ship, with its sensitivity band

The comparator

Validation means agreement with a measurement this studio did not produce. Ours is named, cited, and downloadable by the reader.

Tokyo 2015 Workshop on CFD in Ship Hydrodynamics, Case 2.1 towing-tank data: resistance, sinkage and trim at six Froude numbers

SOURCE: NMRI AND KRISO

https://t2015.nmri.go.jp/Instructions_KCS/Case_2.1/Case_2-1.html

Public, free, and downloadable by the reader. The table below is transcribed from the workshop's own spreadsheet so you can check this page against the source in about ten minutes.

FRC_T X 10^3SIGMA (CM)TAU (DEG)
0.1083.796-0.090-0.017
0.1523.641-0.275-0.053
0.1953.475-0.599-0.097
0.2273.467-0.944-0.127
0.2603.711-1.394-0.169
0.2824.501-1.702-0.159
Tokyo 2015 Case 2.1 towing-tank measurement, transcribed from the workshop spreadsheet. This is the comparator we run against.
Positive sinkage is upwards, positive trim is bow-up. Reference area S0 / Lpp squared = 0.1803.

How the study is run

  1. 01

    Thresholds first

    Every acceptance criterion is written and published before the first production run, each cited to an ITTC procedure number or to a published workshop statistic. Thresholds are not edited after a result is read.

  2. 02

    A grid family built for the study, not for the picture

    Three grids geometrically similar at a refinement ratio of root two, including the prism stack, because a refinement that changes the near-wall layer changes the wall treatment and the triplet stops measuring discretisation error.

  3. 03

    Wall treatment audited over area

    The y+ distribution is reported as a fraction of wetted area inside the valid band for the chosen wall function, rather than as a single maximum that hides the tail.

  4. 04

    Attitude in absolute units

    Sinkage in millimetres and trim in degrees. A percentage error on a trim of 0.017 degrees describes the size of the quantity, not the quality of the prediction, which is why the workshop's own mean error on trim came out between 48 and 60 percent.

  5. 05

    Uncertainty stated twice

    Grid uncertainty reported by both the grid convergence index and the ITTC factor-of-safety method, side by side, because they disagree and the reader is entitled to both.

  6. 06

    The archive reproduces

    One command from a clean checkout, a pinned container image digest, a SHA-256 for every file, and the wall clock and core hours for each run on named hardware.

The bar we hold to

16 acceptance criteria in three bands. Every threshold is cited to the procedure or the published statistic it came from, written into the SOW, and fixed before the first production run. A threshold with no basis is not worth stating, and a threshold that moves after a result is read is not a threshold.

Verification

6 CRITERIA

That the numerical answer stands up on its own terms: convergence, grid, wall treatment, reproduction.

IDCRITERION AND BASISTHE BAR
V1Iterative convergence of forces at the design speedITTC 7.5-03-01-01Force variation under 0.5 % over the last 10 wave periods
V2Grid triplet geometrically similar including the prism stackRequired for a defensible grid convergence indexRefinement ratio root two, layer count preserved on all three grids
V3Observed order of accuracy in rangeITTC 7.5-03-01-010.5 <= p <= 2.5, monotonic convergence
V4Grid uncertainty on total resistanceTokyo 2015 participant U_G spread of 2.57 to 9.39 %U_G at or below 3.0 % of the computed value
V5Free-surface resolution at the design speedWavelength scales with Fr squared, so this is set at the design speed. At Fr 0.108 the same rule would demand sub-millimetre cells across the whole wave field.At least 80 cells per wavelength streamwise at Fr 0.260
V6Wall treatment audit over wetted areaReported as a distribution, not a maximum95 % of wetted area inside the valid y+ band for the wall function

Requirements

4 CRITERIA

The commitments we hold ourselves to on every job, including the ones about how we behave with a threshold.

IDCRITERION AND BASISTHE BAR
R1Every run reproduces from a clean checkoutStudio release ruleOne command, pinned container digest, SHA-256 per file
R2Thresholds unedited since publicationMachine-checkable, and the point of the exerciseThreshold file hash matches the pre-registration commit
R3Machine time per speed on named hardwareCost transparency, so a reader can price the same jobAt or below 48 h per speed on the production grid
R4No coefficient tuned after seeing the comparisonStudio release ruleForm factor, correlation allowance and model constants fixed pre-run

Validation

6 CRITERIA

Agreement with a measurement we did not produce. This is the band most published CFD leaves empty.

IDCRITERION AND BASISTHE BAR
Va1Total resistance coefficient at the design Froude numberTokyo 2015 all-submission mean absolute error of 3.0 to 3.4 %. This bar beats the field.Agreement within 2.0 % of the measured value at Fr 0.260
Va2Total resistance across all six speedsTokyo 2015 all-submission statisticsMean within 2.5 %, maximum within 4.0 %
Va3Mean sinkage at and above Fr 0.227Absolute units, and declared where the measured value is large enough for the band to discriminate.Within 2.0 mm
Va4Trim at and above Fr 0.227At Fr 0.108 the measured trim is 0.017 deg, so this band would admit zero trim and the wrong sign. Stating it there would not be a test.Within 0.02 deg
Va5Wave cut against measurementCompared where the measurement exists, and stopping where it stopsRMS difference within 15 % of first-crest amplitude
Va6Nominal wake fraction on the propeller planeTokyo 2015 wake comparison spreadWithin 8 % of the measured value
Scope, stated both ways

What the study shows

  • Agreement with a towing-tank measurement this studio did not produce, at six speeds, stated as a number against a threshold set first.
  • Sinkage and trim in millimetres and degrees, with the sign convention reproduced verbatim from the source sheet.
  • A three-grid convergence study with the observed order of accuracy and two independent uncertainty estimates.
  • Wall clock and core hours for every run on named hardware, so a reader can price the same job.
  • An archive that re-runs from a clean checkout.

What it does not show

  • Full-scale validation. The ITTC-78 extrapolation to the 230 m ship carries its sensitivity band, and no full-scale measurement of this hull exists to compare against.
  • Propeller or self-propulsion performance. This is a bare hull with a rudder, towed.
  • Seakeeping, added resistance in waves, manoeuvring or shallow water.
  • A claim about any other hull. A method shown to work on KCS at these Froude numbers has been shown on KCS at these Froude numbers.

Every study here states the limit of what it covers. A reviewer looks for that limit first.

Work with us on this

The same method, on your geometry.

Marine hydrodynamics engagements run the ladder from a two-week threshold study through to design closure. The check matrix you see here is the artefact you get first, written for your case, before anyone runs anything.