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Core-Loc Interlocking Concrete Armor Breakwater Calculator

Core-Loc is a high-stability single-layer interlocking concrete armor unit developed by the US Army Corps of Engineers (USACE) for coastal breakwaters and revetments.

Design significant wave height at structure toe.

Density of maritime unreinforced concrete (typically 2350-2400 kg/m³).

Slope cotangent (typically 4H:3V or cot θ = 1.33 for Core-Loc).

Hudson stability coefficient (typically 13 to 16 for non-breaking wave trunk).

Select breaking condition to derate KD by ~18% for conservative design.

Calculated Result
7.77 Tonnes

Core-Loc Unit Mass

Unit Concrete Volume

3.24 m³

Characteristic Dimension D

1.48 m

Single-Layer Thickness

1.36 m

Placement Density

26.5 units/100m²

Calculation Breakdown

  1. Relative Submerged Concrete DensityS_r = ρ_c / ρ_w = 2400 / 1025 = 2.34; Δ = (S_r - 1) = 1.34
  2. Core-Loc Single-Layer Unit Mass & VolumeW = (γ_c · H³) / [K_D · (S_r - 1)³ · cot θ] = 7.77 Tonnes; V = 3.24 m³
  3. Single-Layer Geometry & Packing DensityCharacteristic D = 1.48 m; Layer Thickness = 1.36 m; Density = 26.5 units/100m²

Core-Loc Armor Sizing Parameters

Interactive visualization based on your current inputs

Value
0.07.7152331Mass (T)Volume (m³)Thickness (m)Packing (u/100m²)MetricValue

What Is the Core-Loc Interlocking Concrete Armor Breakwater Calculator?

Core-Loc is a high-stability single-layer interlocking concrete armor unit developed by the US Army Corps of Engineers (USACE) for coastal breakwaters and revetments.

With a high design stability coefficient (KD = 13 to 16) and slender symmetrical interlocking flukes, Core-Loc provides enhanced hydraulic stability with lower concrete consumption than double-layer rock or Tetrapods.

This calculator computes individual block mass in tonnes, volume, characteristic dimension D, single-layer placement thickness, and packing density per 100 m² of seaward slope.

How Does the Core-Loc Interlocking Concrete Armor Breakwater Calculator Work?

The calculation evaluates user-provided measurements using recognized domain equations, converts between measurement units, and adjusts for real-world efficiency factors.

Core-Loc Interlocking Concrete Armor Breakwater Calculator Formula & Variables

The core mathematical equation utilized by this calculator is expressed as:

W = (γ_c · H³) / [ KD · (Sr - 1)³ · cot θ ]

Hudson modified formulation for single-layer interlocking armor yielding minimum unit mass, single-layer thickness t = 0.92·D, and packing density.

How to Use the Core-Loc Interlocking Concrete Armor Breakwater Calculator

  1. Enter your primary measurements in the input fields above.
  2. Select your preferred units (e.g. metric or imperial) if applicable.
  3. Review or adjust operational assumptions such as field efficiency.
  4. Click Calculate to instantly generate the full results breakdown and visual chart.
  5. Use the Reset button at any time to clear the form and test a new scenario.

Step-by-Step Example Calculation

Breakwater Trunk (H = 5.5m, cot θ = 1.33, KD = 16.0)

Input Values:

designWaveHeightHM:5.5
concreteDensityKgPerM3:2400
structureSlopeCotTheta:1.33
stabilityCoefficientKD:16
isBreakingWave:false
Worked Steps: Computes approx 6.5 Tonne block mass, 2.7 m³ volume, and 30.7 units per 100 m².

Understanding Your Result

Your calculated result represents the realistic operational capacity or baseline output under the specified conditions. Comparing theoretical and effective outputs reveals the direct impact of turns, overlap, and practical downtime.

Factors That Affect the Result

Field terrain, operator experience, equipment maintenance, overlap margin, and weather conditions can significantly influence real-world output.

When Should You Use This Calculator?

Use this calculator whenever you need quick, verified estimates for job planning, budgeting, equipment sizing, or project timelines.

Assumptions & Limitations

  • Core-Loc armor units are placed strictly in a single layer with controlled placement grids to achieve interlock.
  • Under breaking waves or roundhead exposed sections, KD is derated to maintain safe reserve stability.

Frequently Asked Questions

Calculation Accuracy & Reference Note

This calculator implements verified, deterministic mathematical equations based on published standards. Results should be treated as professional engineering estimates; always verify critical operations with local equipment manuals and site inspections.

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