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UKC Planner

Dynamic UKC · Squat · Tidal Window · Bridge Air Clearance

Planning / training aid only. Verify vessel particulars, official tide predictions, charted depths and vertical clearances, datum references, bridge notes, CATZOC interpretation, company UKC/air-draft policy and all safety allowances against approved bridge procedures and official publications before operational use.
INPUT DATA

Vessel & Passage

Vessel particulars
Waterway & motion
Squat model
Dynamic allowances
Required UKC policy

Uses the greater of the fixed requirement and the percentage-of-draft requirement, then adds the company margin.

Bridge / overhead clearance

Current bridge clearance = charted vertical clearance + reference tide − current tide. If the charted clearance is referenced to HAT, enter HAT as the reference tide. Use the same vertical datum for both tide values.

CURRENT CONDITION

Clearance Status

—
AVAILABLE DYNAMIC UKC—m
UKC MARGIN—m
AIR-CLEARANCE MARGIN—m
UKC—
BRIDGE—
SPEED ADVISOR

Maximum speed under enabled clearance constraints

—kn

Block coefficient Cb—
Width of influence—
Effective channel width—
Blockage factor—
VISUAL CLEARANCE

Under-Keel Clearance

Dynamic UKC cross-section Total depth Draft Squat Allowances Dynamic UKC
OVERHEAD CLEARANCE

Bridge / Charted Height

—
Overhead clearance envelope Current bridge clearance Effective air draft Available gap Tide
SENSITIVITY ANALYSIS

Speed Curves

Squat vs speed

Dynamic UKC vs speed

TIDAL WINDOW PLANNER

UKC + Bridge Passage Window

SAFE WINDOWS0
Prediction eventsUse official HW/LW predictions. Interpolation is a smooth planning approximation between entered extrema.
LW 1m
HW 1m
LW 2m
HW 2m
Combined constraint: a time is marked safe only when dynamic UKC and the enabled bridge air-clearance requirement are both satisfied at the current passage speed.
SQUAT MATRIX

Depth × Speed Table

meets UKC requirement below requirement
WHAT-IF ANALYSIS

Scenario Comparison

TRANSPARENT CALCULATION

Formula Trace