14/09/2026
Forty years of making the French System
Some very valuable lessons from Dirk Esser’s keynote at IWA Wetland Systems for Water Pollution Control ICWS 2026 in Chania: “The making of the French System: Forty years of technical development, insights and subsequent innovations, and some mistakes to be avoided.”
The French System did not start with a perfect design. It developed through decades of experiments, observations, successes and, importantly, failures.
One early influence was Kickuth’s rootzone method. In the 1980s, horizontal flow wetlands using cohesive soil seemed a very promising idea. The soil offered good adsorption properties and an active environment for roots and microorganisms. But there was a problem. Water still has to move through the filter. Low hydraulic conductivity, clogging and preferential flow showed that good treatment properties are of little use if the hydraulics fail.
Some of the most important lessons came from research on intermittent sand filters. A vertical filter needs periods of feeding and resting. A dose infiltrates, air moves through the pore space, the filter drains and atmospheric oxygen can enter again. This is particularly important for nitrification. The filter effectively needs to breathe.
There are many practical consequences. Most bacterial activity may occur within approximately the upper 15 cm of sand, but a deeper layer is needed to prevent preferential pathways. Around 30 cm was recommended as a practical minimum, while depths beyond about 40 cm bring relatively little additional improvement for many treatment parameters, except notably pathogen removal.
Sand selection is critical. During operation, hydraulic conductivity in the upper layer can decrease by two orders of magnitude. Therefore, we should not design according to the hydraulic conductivity of clean sand. We need to think about what that sand will look like after years of wastewater loading. Poor sand selection has been one of the common causes of failure.
These lessons gradually contributed to what became the French vertical flow treatment wetland. One of its great advantages is that raw municipal wastewater can be applied to the first stage without conventional primary settling. Solids accumulate at the surface, while alternating feeding and resting allows them to dewater and mineralize.
The development shown in the presentation is impressive. In 1999 there were only 42 municipal treatment wetlands in France. Today the number presented is around 6,000, serving communities from roughly 40 to 4,000 people.
Perhaps the best lesson from these forty years is a simple one. Constructed wetlands may look simple, but reliable treatment is not just about putting plants into sand or gravel. Hydraulics, oxygen transfer, media selection, loading and resting are all part of the treatment process.
And sometimes understanding why a wetland failed teaches us more than another successful installation.
Photos from Dirk Esser’s keynote at ICWS 2026, Chania, Greece.