Coasts, rivers and farmland,

adapted and measured

8 sites · 4 countries

Since 2019

8 sites · 4 countries

Since 2019

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Breakwater logo: a wave running up against a sea wall

Breakwater

Gauge staff ticks

+0.00

m NGF

Port-Aven tide gauge · PA-1

A coastal engineer holding a tablet on a rock revetment as storm waves break against the sea wall
A hydrologist wading in a flooded river at dusk, leaning on a survey pole planted in the riverbed
A soil scientist kneeling in a foggy cover-crop field, driving a soil corer into the ground
Gauge staff ticks

+3.0

+2.5

+2.0

+1.5

+1.0

+0.5

Port-Aven tide gauge

+2.31 m NGF · rising · 18:42 UTC

We hold the coast

for the next hundred years.

Living shorelines, flood fields and cover crops, designed from a century of storm records and measured every ten minutes for ten years after handover.

( 01 / 03 )

Revetment R-4,

Port-Aven, FR

A hydrologist wading in a flooded river at dusk, leaning on a survey pole planted in the riverbed

River gauges

A soil scientist kneeling in a foggy cover-crop field, driving a soil corer into the ground

Soil cores

A coastal engineer holding a tablet on a rock revetment as storm waves break against the sea wall
A hydrologist wading in a flooded river at dusk, leaning on a survey pole planted in the riverbed
A soil scientist kneeling in a foggy cover-crop field, driving a soil corer into the ground
Gauge staff ticks

Tide gauge PA-1

+2.31 m NGF

We hold the coast

for the next hundred years.

Living shorelines, flood fields and cover crops, designed from a century of storm records and measured every ten minutes for ten years after handover.

( The water

The hundred-year flood
now comes back
every twelve years.

On the Port-Aven quay, five floods since 1910 are cut into the granite. Three of them came in 2010 or later. The defences behind them were drawn for a sea that no longer exists.

Quay wall, Port-Aven

Five empty flood lines cut into the wet granite of an old harbour quay wall

2024 · +2.47 m

2018 · +2.21 m

2010 · +2.04 m

1953 · +1.88 m

1910 · +1.62 m

Return period of the +2.0 m quay level: 1-in-100 (1950) → 1-in-12 (2024)

Illustrative figures for a demo company.

( Three fronts

Built for the water
that is already on its way.

Every project starts with a hindcast of 120 years of storms, floods and dry summers on your site. We design the defence the model asks for, build it with local crews, then publish the readings so the city, the insurer and the funder see the same number.

Two field workers pinning a coir erosion mat on a windswept dune above a rock revetment
A flooded meadow behind a low grass levee, with a staff gauge post standing in the water
A split soil core showing dark topsoil over clay, lying in a sample tray on a wet tailgate
Coast engineering profile drawn over the photo

Crest +4.6 m NGF

MHWS +1.9 m NGF

River engineering profile drawn over the photo

Without · 412 m³/s

With field E-2 · 301 m³/s

Farmland engineering profile drawn over the photo

0–30 cm · 2.31 → 2.78 %

30–60 cm · 1.04 → 1.12 %

Rui Matos, field operations lead, signalling an excavator driver on a windswept dune
Jonas Vermeer, lead hydrologist, fixing a sensor on a bridge pier above a fast river
Adaeze Okafor, soil scientist, labelling soil core tubes in a field tent

01

Coast

Living shorelines, rock armour and dunes that rebuild themselves.

02

River

Flood expansion fields, setback levees and leaky dams upstream.

03

Farmland

Cover crops, keyline ponds and soil cores taken every season.

Two field workers pinning a coir erosion mat on a windswept dune above a rock revetment
A flooded meadow behind a low grass levee, with a staff gauge post standing in the water
A split soil core showing dark topsoil over clay, lying in a sample tray on a wet tailgate
Coast engineering profile drawn over the photo

Crest +4.6 m NGF

MHWS +1.9 m NGF

River engineering profile drawn over the photo

Without · 412 m³/s

With field E-2 · 301 m³/s

Farmland engineering profile drawn over the photo

0–30 cm · 2.31 → 2.78 %

30–60 cm · 1.04 → 1.12 %

01

Coast

Living shorelines, rock armour and dunes that rebuild themselves.

02

River

Flood expansion fields, setback levees and leaky dams upstream.

03

Farmland

Cover crops, keyline ponds and soil cores taken every season.

( How a site runs

One method,
from the first storm record
to the last reading.

Beach transect T-3, 2019 dashed and 2025 solid

0 m

40 m

80 m

120 m

Transect T-3, Port-Aven · 2019 ┄ · 2025 ━

01 — Hindcast

A small stone tide-gauge hut at the end of a pier at night, with the sea smoothed into mist

We replay 120 years of storms, river flows and dry spells on a 2 m terrain model of your site, then show you what the next fifty look like.

6 to 9 weeks

02 — Design

Two pairs of hands holding down a coastal cross-section drawing on a van bonnet in the wind

The defence the model asks for: a dune, a flood field, a hedge line. Never a wall by default, and every option priced.

Signed off with your engineers

03 — Build

An excavator lowering a granite armour block onto a revetment as a wave breaks

Local crews, local stone, and our site lead on the ground every working day until handover.

4 to 14 months

04 — Measure

A sensor mast with a small solar panel standing on a dune in sea fog

Sensors stay for ten years. A reading every ten minutes, checked once a year by an outside reviewer.

Public readings

Erik Halvorsen, Breakwater's co-founder and head of field, listening in the wind by a harbour wall
Erik Halvorsen, Breakwater's co-founder and head of field, listening in the wind by a harbour wall
Erik Halvorsen, Breakwater's co-founder and head of field, listening in the wind by a harbour wall
Erik Halvorsen, Breakwater's co-founder and head of field, listening in the wind by a harbour wall
Erik Halvorsen, Breakwater's co-founder and head of field, listening in the wind by a harbour wall
Erik Halvorsen, Breakwater's co-founder and head of field, listening in the wind by a harbour wall
Erik Halvorsen, Breakwater's co-founder and head of field, listening in the wind by a harbour wall
Erik Halvorsen, Breakwater's co-founder and head of field, listening in the wind by a harbour wall

Erik Halvorsen

Co-founder & Head of Field

Erik Halvorsen, Breakwater's co-founder and head of field, listening in the wind by a harbour wall
Erik Halvorsen, Breakwater's co-founder and head of field, listening in the wind by a harbour wall
Erik Halvorsen, Breakwater's co-founder and head of field, listening in the wind by a harbour wall
Erik Halvorsen, Breakwater's co-founder and head of field, listening in the wind by a harbour wall
Erik Halvorsen, Breakwater's co-founder and head of field, listening in the wind by a harbour wall
Erik Halvorsen, Breakwater's co-founder and head of field, listening in the wind by a harbour wall
Erik Halvorsen, Breakwater's co-founder and head of field, listening in the wind by a harbour wall
Erik Halvorsen, Breakwater's co-founder and head of field, listening in the wind by a harbour wall

Erik Halvorsen

Co-founder & Head of Field

( Who stays on site

Twenty-two years on harbour walls and river banks taught us one thing. A defence is only finished when someone keeps measuring it, so our field team stays on every site for ten years after handover.

18 OCT 2026 · 07:12

BW-01 Port-Aven

crest walk after storm Alix · no displacement

E.H.

18 OCT 2026 · 07:12

BW-01 Port-Aven

crest walk after storm Alix · no displacement

E.H.

16 OCT 2026 · 16:40

BW-02 Vire-sur-Lône

gauge V-07 cleaned and re-levelled · ±2 mm

J.V.

16 OCT 2026 · 16:40

BW-02 Vire-sur-Lône

gauge V-07 cleaned and re-levelled · ±2 mm

J.V.

14 OCT 2026 · 09:05

BW-03 Sèvre-Basse

24 cores taken, plots 7–12 · sent to lab

A.O.

14 OCT 2026 · 09:05

BW-03 Sèvre-Basse

24 cores taken, plots 7–12 · sent to lab

A.O.

( Measured, not modelled

Every number on this page
has a sensor behind it.

A baseline before we build, a reading every ten minutes after. An outside reviewer checks the register once a year, and every entry stays public.

Entry

Site

Indicator

Baseline → Measured

Reviewer

Status

R-0417

BW-01

Peak flood depth at the quay, 1-in-100

1.12 m

→

0.71 m

Kerrow & Lisle Hydrology

Verified

● Measured

● Reported

● Verified

R-0422

BW-02

Peak flow at gauge V-07, Feb 2025

412 m³/s

→

301 m³/s

Kerrow & Lisle Hydrology

Verified

● Measured

● Reported

● Verified

R-0431

BW-03

Soil organic carbon, 0–30 cm

2.31 %

→

2.78 %

Northfield Soil Laboratory

Verified

● Measured

● Reported

● Verified

R-0438

BW-04

Wave height at the dike toe

1.46 m

→

0.91 m

Atlantic Survey Review

Reported

● Measured

● Reported

R-0446

BW-05

Dry beach width, profile V-3

18.2 m

→

29.6 m

Atlantic Survey Review

Measured

● Measured

Illustrative figures for a demo company.

( Where we work

Eight sites,
each one still measured.

A flood expansion field under water behind a new grass levee at Vire-sur-Lône

BW-02

Flood expansion field E-2

Vire-sur-Lône

France

Coordinates

46.9184° N, 0.4127° W

Commissioned

Structure

Spillway, earth bunds and 418,600 m³ flood field

Scale

418,600 m³ of flood storage

Partner

Lône-Vire Water Agency

Status

Operational

−27 %

peak river flow, Feb 2025 flood

Saltmarsh creeks at high water in front of a grassy sea dike at Kesterhaven

BW-04

Polder overflow & saltmarsh

Kesterhaven

Netherlands

Coordinates

53.1871° N, 4.8113° E

Commissioned

Structure

Managed realignment, 62 ha saltmarsh

Scale

4.62 km of dike front

Partner

Kesterhaven Water Board

Status

Operational

−38 %

wave height at the dike toe

Chestnut sand fences and young marram grass on a restored Atlantic dune at Vilamar

BW-05

Dune restoration

Vilamar

Portugal

Coordinates

40.4413° N, 8.7956° W

Commissioned

Structure

Sand fencing, marram planting and walkways

Scale

3.10 km of dune front

Partner

Vilamar Municipal Chamber

Status

Monitoring

+11.4 m

dry beach width, profile V-3

A new estuary levee set back behind a breached old levee and young saltmarsh at Ballycarrow

BW-07

Estuary setback levee

Ballycarrow

Ireland

Coordinates

52.6738° N, 8.9161° W

Commissioned

Structure

Levee set back 180 m, 2.71 km

Scale

2.71 km of estuary bank

Partner

Ballycarrow County Council

Status

Operational

−0.62 m

peak water level at the quay

( Signed with the city

Public money asks for proof.
Ours is written into the contract.

Framework agreements, public tenders and ten-year monitoring lots. Every contract names the indicator we answer to, and we report against it in public, every month.

4 agreements · scroll →

AGREEMENT PA-2021-033

City of Port-Aven

Coastal works and ten-year monitoring, Port-Aven harbour front

Lot 1 · Dune and revetment works

Lot 2 · Tide, wave and settlement sensors

Lot 3 · Monthly public report

Sep 2021

Works handed over

Mar 2022

First annual report

Mar 2024

Independent review

Mar 2026

Mid-term renewal

Contract indicator

Peak flood depth at the quay under 0.80 m for a 1-in-100 event.

Last reading 0.71 m · within

“They gave us one number to hold them to, and they publish it every month.”

Anne-Laure Kervella

Deputy Mayor for the Coast, City of Port-Aven

Term 2021–2031

Value €4.82 M

Received stamp of the public partner

AGREEMENT LV-2022-114

Lône-Vire Water Agency

Flood storage, headwater works and catchment monitoring

Lot 1 · Flood expansion field E-2

Lot 2 · Leaky dams, Haut-Lône headwaters

Lot 3 · Gauges and quarterly public report

Apr 2022

Field E-2 commissioned

Feb 2024

146 dams in place

Feb 2025

First flood held, report published

Jan 2027

Five-year review

Contract indicator

Peak flow at gauge V-07 at least 20 % below the 2001 rating for the same rainfall.

Last flood −27 % · within

“We bought storage we can measure, not a promise about the next flood.”

Marc Delorme

Head of Flood Risk, Lône-Vire Water Agency

Term 2022–2032

Value €7.16 M

Received stamp of the public partner

AGREEMENT KH-2023-008

Kesterhaven Water Board

Managed realignment and saltmarsh behind the outer dike

Lot 1 · Dike breach and overflow sill

Lot 2 · Saltmarsh planting, 62 ha

Lot 3 · Wave and sediment monitoring

Jun 2023

Overflow sill opened

Aug 2025

62 ha above mean high water

Jan 2026

First storm season reported

Jun 2026

Independent review

Contract indicator

Wave height at the dike toe reduced by at least 30 % in a 1-in-10 storm.

Last storm −38 % · within

“The marsh does the work the dike used to do alone. We can see it in the wave readings.”

Pieter Hoekstra

Dike Warden, Kesterhaven Water Board

Term 2023–2033

Value €5.41 M

Received stamp of the public partner

AGREEMENT BC-2024-051

Ballycarrow County Council

Estuary setback levee and quay monitoring

Lot 1 · Setback levee, 2.71 km

Lot 2 · Intertidal habitat on the old bank

Lot 3 · Quay gauge and annual report

Sep 2024

Levee commissioned

Jan 2026

First flood season measured

Sep 2026

First annual report

Sep 2029

Five-year review

Contract indicator

Peak water level at the quay at least 0.40 m below the 2019 reference event.

Last reading −0.62 m · within

“The town stopped sandbagging the quay. That is the number people here care about.”

Siobhán Rourke

Senior Engineer, Ballycarrow County Council

Term 2024–2034

Value €3.07 M

Received stamp of the public partner
A surveyor carrying a survey pole along a windswept dune crest at dusk

( Start with a reading

Tell us where
the water comes in.

— A stretch of coast, a river reach or a block of farmland

— The last flood or dry summer you remember

— Who has to sign off

We reply within ten working days with a first hindcast and what it would take to hold it.

The water is already on its way.

We decide where it stops.

Contact

Quai de la Fosse, Nantes

Maaskade, Rotterdam

Breakwater

© 2026 Breakwater (demo company). Illustrative figures.

Port-Aven tide gauge

+2.31 m NGF · rising · 18:42 UTC

The water is already on its way.

We decide where it stops.

Contact

Quai de la Fosse, Nantes

Maaskade, Rotterdam

Breakwater

© 2026 Breakwater (demo company). Illustrative figures.

Port-Aven tide gauge

+2.31 m NGF · rising · 18:42 UTC

The water is already on its way.

We decide where it stops.

Contact

Quai de la Fosse, Nantes

Maaskade, Rotterdam

Breakwater

© 2026 Breakwater (demo company). Illustrative figures.

Port-Aven tide gauge

+2.31 m NGF · rising · 18:42 UTC

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