Inputs
Example Data Table
| Scenario | Mass (t) | Speed (kn) | Angle (deg) | Duration (s) | Area (m²) | Added mass | Energy factor | Efficiency |
|---|---|---|---|---|---|---|---|---|
| Harbor tug contact | 450 | 3 | 10 | 2.0 | 1.2 | 0.20 | 1.10 | 0.90 |
| Work barge drift | 3500 | 2 | 0 | 3.0 | 3.0 | 0.15 | 1.25 | 0.80 |
| Large vessel approach | 25000 | 6 | 0 | 1.5 | 2.5 | 0.10 | 1.20 | 0.85 |
Use these rows to sanity-check typical ranges before field use.
Formula Used
- Speed conversion: v = vkn × 0.514444
- Normal component: vn = v × cos(θ)
- Effective mass: meff = m × (1 + Ca)
- Normal kinetic energy: KEn = ½ meff vn2
- Design energy: Ed = KEn × Fe
- Impulse & average force: J = meff vn, F̄ = J / t
- Peak force (triangular pulse): Fpeak ≈ 2F̄
- Transmitted force: Ftx = F / η
- Peak pressure: p = Ftx,peak / A
How to Use This Calculator
- Enter the vessel mass and its estimated approach speed.
- Set impact angle to match the expected collision direction.
- Choose an impact duration based on fendering and stiffness.
- Use an added mass coefficient for water participation effects.
- Apply a design energy factor for uncertainty and dynamics.
- Set efficiency to represent fenders or energy absorbing systems.
- Provide contact area for pressure checks on local structures.
- Enter force and pressure limits to get a clear pass or fail.
- Download CSV or PDF to attach calculations to reports.
Professional Notes on Ship Impact Planning
1) Why impact estimates matter on marine sites
Marine construction near channels can see unintended contacts from barges, tugs, and supply vessels. Low speeds still produce large impulse because mass is high. A consistent calculation supports fender selection, temporary protection, and practical exclusion zones around critical works.
2) Inputs that control the loading direction
Mass, speed, and impact angle determine the normal speed component that loads the structure. The added mass coefficient increases effective mass to reflect water entrainment. These items usually dominate results more than secondary factors, so verify them early with marine operations personnel and expected traffic patterns.
3) From momentum to force
Normal impulse is taken as the change in momentum during the contact. Average force is impulse divided by impact duration. Peak force is estimated using a triangular pulse to provide a defensible preliminary value when detailed time history data is unavailable. If the vessel is not fully stopped, model only the expected speed reduction.
4) Energy as a design metric
Normal kinetic energy is computed from effective mass and normal speed. The design energy factor scales it for uncertainty in approach conditions, wind, current, and operational variation. Energy checks are especially useful when comparing alternative fender systems with published energy capacities.
5) Efficiency and transmitted demand
Efficiency represents how well fenders, rub rails, or sacrificial barriers dissipate impact. Higher efficiency reduces transmitted force in the model. Use it for quick sensitivity tests across candidate systems, then replace it with vendor performance curves during detailed design.
6) Pressure checks for local damage
Local bearing pressure can govern piles, dolphins, quay edges, and temporary frames. The calculator estimates peak pressure as peak transmitted force divided by contact area. Use conservative areas when contact could occur at narrow steel edges, corners, or stiffeners, and note any crush pads or spreader plates.
7) Reading PASS or FAIL outcomes
PASS means calculated peak force and pressure are below the limits you entered. FAIL indicates at least one limit is exceeded and mitigation is needed: speed controls, improved fenders, revised approach geometry, stronger barriers, or altered work windows with traffic management.
8) Reporting and traceability
Document assumptions, units, and chosen factors, then export CSV or PDF outputs for method statements and reviews. Re‑run scenarios as the workfront changes, equipment is relocated, or exclusion zones tighten, so protective measures remain justified throughout the construction phase.
FAQs
1) What ship mass should I use?
Use displacement for conservative screening, or an agreed effective collision mass from your marine engineer. For barges, include cargo where relevant. Keep units in tonnes as entered.
2) Why is the angle included?
Only the normal speed component drives direct loading. A glancing contact can have high total speed but lower normal demand. Angle helps represent realistic approach geometry.
3) How do I choose impact duration?
Duration depends on stiffness, fendering, and contact details. Softer systems increase duration and reduce peak force. If unknown, test a short and a longer value to bracket outcomes.
4) What does added mass represent?
As a hull moves in water during impact, extra water accelerates with it. Added mass coefficient approximates that effect by increasing effective mass, which increases momentum and energy.
5) How should I set efficiency?
Use vendor data where available, or a conservative placeholder for early planning. Higher efficiency reduces transmitted force in this calculator. Validate with detailed fender performance curves during design.
6) What limits should I enter?
Enter allowable peak force for the barrier, pile, or support system, and allowable pressure for local bearing or concrete crushing checks. Set a limit to zero if that check is not required.
7) Is this suitable for final design?
It is best for planning, comparisons, and preliminary screening. Final design should use project standards, site specific vessel scenarios, and detailed structural and fender analyses.