Seastead Submerged Cable Analysis

Hydrodynamic Noise & Vibration Estimation for 3/4" Duplex SS Cables

1. Engineering Context & Physics

Before estimating noise, it is critical to understand the hydrodynamic phenomenon at play. When water flows past a cylindrical object (like your 3/4" cable), it creates alternating vortices downstream. This is known as a Von Kármán vortex street.

If the frequency of these vortices matches the natural frequency of the cable, Vortex Induced Vibration (VIV) occurs. This causes the cable to "sing" or hum. This vibration can transmit through the legs into the living platform (structure-borne noise) or radiate into the water (acoustic noise).

Key Parameters:
  • Cable Diameter: 0.75 inches (19 mm)
  • Flow Regime: Subcritical (Reynolds Number ~3,500 to 14,000)
  • Primary Risk: Low-frequency structural vibration (thrumming) rather than high-pitched acoustic whine.
  • Comparison: At these speeds, the 2.5-meter propellers will generate significantly more noise and vibration than the cables.

2. Noise & Vibration Estimates (Unmitigated)

The following table estimates the potential noise and vibration levels assuming smooth 3/4" stainless steel cables with no flow modification. Values are approximate based on standard hydrodynamic data for cylinders in cross-flow.

Speed Speed (m/s) Vortex Shedding Freq. Structure-Borne Vibration Radiated Underwater Noise Risk Level
0.5 MPH 0.22 m/s ~2.3 Hz Very Low (Infrasound) < 60 dB re 1µPa Low
1.0 MPH 0.45 m/s ~4.7 Hz Low (Potential Hum) 60 - 70 dB re 1µPa Low
1.5 MPH 0.67 m/s ~7.0 Hz Moderate (Resonance Risk) 70 - 80 dB re 1µPa Moderate
2.0 MPH 0.89 m/s ~9.3 Hz High (Fatigue Risk) 80 - 90 dB re 1µPa High

Note: "Radiated Noise" is measured at 1 meter from the cable. Structure-borne vibration depends heavily on cable tension. Higher tension raises natural frequency, potentially avoiding resonance.

3. Mitigation Option Analysis

You proposed four potential solutions. Here is an evaluation based on seastead operational constraints (biofouling, variable currents, maintenance).

1) Helical Strakes

Verdict: Recommended.
Strakes disrupt the correlation of vortices along the length of the cable. They are the industry standard for offshore risers.

2) Wing Shaped Fairing (Fixed)

Verdict: Not Recommended.
Only effective if the flow is perfectly aligned with the wing.

3) Freely Rotating Wing Fairings

Verdict: Risky.
Theoretically ideal for variable flow, but mechanically complex.

4) Other Solution (Spiral Wire Wrapping / Textured Jacket)

Verdict: Viable Alternative.
Similar to strakes but easier to apply to flexible cables.

4. Final Recommendation

Selected Solution: Option 1 (Helical Strakes) or Spiral Wire Wrapping

For a permanent subsea installation where maintenance dives are difficult, reliability trumps peak performance. Helical strakes provide the best VIV suppression without moving parts that can fail due to biofouling. At your target speeds (0.5 - 1.0 MPH), the drag penalty is negligible compared to the benefit of eliminating structural vibration.

Re-Estimated Noise/Vibration (With Strakes)

With properly designed strakes (typically 10-15% of cable diameter height, pitched at 175-200 degrees), vortex shedding is disrupted.

Speed Structure-Borne Vibration Radiated Underwater Noise Status
0.5 - 1.0 MPH Negligible < 50 dB re 1µPa (Ambient) Silent
1.5 - 2.0 MPH Very Low 60 - 70 dB re 1µPa Acceptable

Important Context: Even with unmitigated cables, your 2.5-meter propellers will be the dominant noise source. A propeller of that size turning at low RPM to generate thrust will create cavitation and pressure pulses that will mask cable noise entirely. Focus your noise mitigation budget on the propellers first; cable strakes are a low-cost insurance policy against fatigue and low-frequency thrumming.