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Field Notes

Boat wake erosion on residential shores

FES Solutions 4 min read
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On a lake or a river with recreational traffic, wake is frequently the dominant erosion driver, and it is the one most likely to be argued about.

How wake differs from wind waves

It comes from close range. A wind wave has travelled a fetch and has lost energy doing so. A wake is generated a few tens of metres offshore and arrives with little attenuation.

It is steeper. Wake waves are typically shorter in period and steeper than wind waves of the same height, which makes them more effective at eroding a bank face for a given energy.

It arrives in sets. A passing vessel delivers a short train of waves, then nothing. That repeated loading and drawback pattern works material loose in a way sustained low-level wave action does not.

The frequency is set by traffic, not weather. On a busy summer weekend a shoreline can take hundreds of wake events, spread through the day, in conditions that are otherwise flat calm.

It has grown. Vessels have got larger, and wake-sports boats are specifically designed to produce a large, steep, energetic wake, often using ballast to increase displacement. A shoreline that was stable under decades of traffic can begin eroding when the traffic changes character.

Why the damage looks the way it does

Wake energy is delivered in a band around the still-water level, so the characteristic signature is a notch or undercut at the water line, with the bank above intact until it slumps.

That is the toe erosion mechanism from how to read a failing bank: undercut, then mass failure of the material above, then removal of the failed material.

It also means the damage is at the level of the water on the day the wake arrives, which on a managed water body moves through the season.

The neighbour problem

Wake erosion is contentious because the person causing it is not the person losing ground, and neither of them can easily prove anything.

Some things that are true and worth knowing:

Distance matters a great deal. Wake energy attenuates with distance from the vessel, so a narrow channel or a shore close to the navigation line takes far more than a broad one.

Speed matters, and not linearly. Vessels produce their largest wake at certain speeds, particularly at the transition between displacement and planing. A vessel slowing down can produce more wake than one at cruising speed, which is why a poorly placed no-wake buoy sometimes makes things worse.

“No wake” means no wake, not slow. The requirement is to produce minimal wake, which for many vessels means moving very slowly indeed.

Documenting it is the useful move. Photographs over time from a fixed point, and a record of when the erosion accelerates relative to traffic patterns, is worth more in a conversation with an authority than an assertion.

The responses

Operational

Cheapest if achievable, and worth pursuing in parallel with anything physical:

  • No-wake zones established or extended, through the waterway authority
  • Speed limits and their enforcement
  • Distance-from-shore requirements
  • Voluntary agreements, which on a small lake with an active association sometimes work better than regulation

These are matters for the waterway authority, the lake association, or the local jurisdiction, and they vary entirely by location.

Physical

Where the traffic cannot be changed:

Sloped, permeable armor at the toe absorbs wake energy rather than reflecting it, holds the undercut zone, and lets vegetation work above. It is the standard response and it is covered in lakefront erosion.

Vegetation above the wake band, with a hard toe holding the zone the wake reaches.

A vertical bulkhead reflects wake energy back out, which does two things: it scours its own toe, and it sends energy back across the channel where it can affect the opposite shore. On a narrow waterway with wake traffic this is a genuinely poor choice, and it is one of the cases where the bulkhead comparison comes down clearly.

Extent

Wake affects a band, and the band moves with the water level. Protection sized to today’s water line will be undercut at a different level.

The treatment needs to cover the range the water occupies, which on a managed lake or reservoir means checking the operating range rather than the level on the day of the survey.

What to establish

  1. Is it wake or wind? Compare damage on shores facing the channel with shores facing the fetch. Damage concentrated toward the navigation line and not toward the long fetch is wake.
  2. When does it get worse? Summer weekends means traffic.
  3. How far is the navigation line? Distance is the biggest variable.
  4. What is the water level range? It sets the band to protect.
  5. Is there an operational option? Worth exhausting before building.
  6. What are the neighbours doing? A coordinated frontage treatment is usually better than three separate ones. See property, lakefront, and HOA.

Where to go next

Photographs at high and low water, plus the distance to the navigation channel, are the useful things to send through the quote form.

FES Solutions is a supplier, not the engineer of record. This article is general engineering background, not a site-specific design. Conditions vary, and the design decision for your project belongs to the engineer of record. Where rock bags are not the right answer.

Written by
FES Solutions
Engineering team

Written from FES Solutions' project experience — makers of the Texas Tuff Rock Bag™.

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