New drainage concept for Meerbusch-Strümp

The task was clear: the general drainage plan, now 20 years old, needed to be updated. Not only were there new construction and sewer rehabilitation measures to consider, but also developed and projected expansion areas had to be integrated. In addition, the supervisory authority required that receiving waters be relieved—on the one hand by reducing discharge volumes from the sewer network into surface waters, and on the other by improving the use of existing retention capacities.

The sewer system in Meerbusch-Strümp consists predominantly of a separate system. Only a small portion of the area is drained via a combined system. Wastewater from both drainage systems within the Meerbusch-Strümp catchment flows into a large-volume storage sewer. From there, the wastewater is throttled and pumped to the Düsseldorf-Nord wastewater treatment plant.

Analysis of surcharge events and countermeasures

The result: according to the calculated hydraulic verification, there would be 70 surcharge events in the existing sewer network. At the affected manholes, water would overflow to the surface—with a volume of approximately 2,200 cubic meters.

However, the project did not end with the analysis of existing conditions. The next step was to use forecast calculations to model the impact of future land use on the existing sewer network. The canalized catchment area increased by seven hectares in the forecast. The modeling showed an increase in surcharge volume by 885 cubic meters—resulting in overflow at three additional manholes.

In the forecast model shown above, a section of the sewer network is illustrated. The manholes marked in red are subject to surcharge, meaning water escapes here and can cause significant damage. The red circles indicate surcharge volumes of more than two cubic meters.

After identifying these hydraulic weak points in the sewer network, the Ginger HPC team from the Aachen branch developed a comprehensive remediation concept. For the section shown, this involves the construction of an infiltration basin to prevent surcharge in the stormwater network. The basin is designed in accordance with the guidelines of DWA-A 138, taking into account groundwater levels and the required storage capacity.

To ensure that rainwater from the eastern direction can also flow into the basin, the flow direction of two sewer sections will be reversed. In addition, a new network connection is planned to link the vulnerable stormwater network area with adjacent network capacities. Both measures help prevent water from escaping these manholes during heavy rainfall events.

It is precisely this type of forward-looking planning—based on a general drainage plan—that will help avoid damage in the Meerbusch-Strümp urban area during future heavy rainfall events.