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Under-Keel Clearance & Squat Calculator

Under-Keel Clearance & Squat Calculator

Maritime Calculators

Calculate hydrodynamic hull sinkage squat, remaining seabed clearance, and vessel trim behavior in canals or shallow waters

Measurement System Selection
Waterway Hydrodynamic Environment
Vessel Draft Input & Trim Analysis Mode
Forward Draft (Draft Fwd)Bow Marks
m

Vessel static immersion read at the forward draft marks.

Aft Draft (Draft Aft)Stern Marks
m

Vessel static immersion read at the aft propeller/rudder marks.

Calculated Static TrimAft Draft Governing
Trim by Stern (+0.40 m)
Governing UKC Draft:11.00 m
Charted Depth + TideSeafloor Depth
m

Charted soundings plus current harmonic tide elevation.

Vessel Speed0 - 25 kts
kt

Speed through water; squat effect escalates squarely with velocity (V²).

Block Coefficient (Cb)0.50 - 0.90
Cb

Tankers/Bulkers ≈ 0.80 (dips bow), Containers ≈ 0.65 (dips stern).

Under-Keel Clearance & Hydrodynamic Sinkage
Open Sea Passage

Caution: Reduced Under-Keel Clearance Margin

Dynamic clearance is below minimum safety target (1.10 m). Reduce transit speed immediately to decrease squat!

Minimum Safe Target: 1.10 m
Static UKC (At Rest)
2.70m
Governing Draft:11.00 m
Hydrodynamic Squat Dip-212 cm
-2.12m
Barrass Law: Squat Suction Dips Bow
Dynamic UKC (Underway)
0.58m
Underway Margin:5.2% Draft
Naval Architecture Cross-Section & Seabed ProfileScale Profile View
WATER SURFACE / TIDE DATUMSquat Keel LevelSTATIC TRIM: Trim by Stern (+0.40 m) | Barrass Law: Squat Suction Dips BowSEABED FLOOR / CHART DATUM (13.70 m)Chart Depth: 13.70 mStatic Draft: 11.00 m (Aft Draft Governing)Static UKC: 2.70 mSquat Dip: -2.12 mNett UKC: 0.58 m (CAUTION)

How to Solve for Under-Keel Clearance (UKC) & Squat

Standard operational nautical calculations for merchant ships entering harbors, channels, and coastal waters.

Step 1: Calculate Static UKC
UKC_static = Water_Depth - Static_Draft

Determine stationary seabed clearance by subtracting the ship's stationary keel draft from total charted water depth (including current harmonic tide height).

Step 2: Determine Squat Dip
Open Sea: Squat = (Cb × V²) / 100
Canal/River: Squat = (Cb × V²) / 50

As a vessel accelerates, Bernoulli water velocity underneath the bottom creates suction toward the seafloor. In narrow canals or dredged rivers, confining banks double this downward sinkage dip!

Step 3: Compute Dynamic UKC
UKC_dynamic = UKC_static - Squat

Subtract the hydrodynamic squat dip from Static UKC to determine actual operating clearance underway. Safe harbor transit requires this dynamic margin to exceed 10% of maximum draft (or regional port authority minimums).

Why Canal Squat Exceeds Open Ocean Dip

The Hydrodynamics of Restricted Waterways and Channels:

  • Bernoulli's Principle in Canals: In restricted channels, water displaced by a large commercial merchant hull cannot freely dissipate to the sides. It must stream at elevated velocity underneath the ship bottom, generating extreme low-pressure suction toward the riverbed.
  • Velocity Squared Escalation: Squat effect increases directly with the square of vessel speed (V²). A minor speed increase from 10 knots to 14 knots nearly doubles the downward hull suction and keel grounding danger!
Vessel Trim Behavior by Hull Form (Cb)

How Block Coefficient (Cb) dictates forward vs. aft sinkage on commercial vessels:

  • Tankers & Bulk Carriers (Cb > 0.70): Full, boxy forward hull lines push a massive bow wave, causing greatest water velocity and lowest suction pressure directly beneath the forward keel. These vessels inevitably squat by the bow!
  • Container Vessels (Cb < 0.70): Streamlined, slender bow forms allow clean front flow, but large aft propeller suction and stern overhang generate maximum sinkage aft, causing fast container ships to squat by the stern!
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