February 2026
Karlsruher Institut für Technologie
After completion of the measurement campaign in summer 2025, the working group at KIT will focus on the remaining evaluation of the measurement data, with particular emphasis on the calculation of the quality factor. For this purpose, additional local seismic velocity models (P-wave and S-wave velocities) are required for each site. However, these were not determined separately, and therefore literature values and/or conversions derived from geological models are being researched, tested, and applied.
In addition, the preparation of a scientific paper has begun, which is planned to be submitted for peer review in summer 2026.
Another task concerns the long-term data archiving and documentation. The seismic waveform data and associated metadata will be transferred to the GFZ Potsdam, GEOFON archive. A report has been prepared for this purpose, and the metadata are currently being compiled and reviewed.
University Münster
These slides summarizes the results of attenuation study in North Rhine-Westphalia (NRW) within the dbMISS project using two complementary methods and two data sets: coda-wave attenuation (Qc) and coda normalization method (Q-CN), using Earthquake and quarry blast data collected in the study area. Qc is derived from the exponential decay of late coda waves and mainly reflects scattering dominated attenuation, whereas Q-CN estimates path averaged attenuation by normalizing direct S-wave amplitudes with coda amplitudes at fixed lapse times, making it more sensitive to shallow crustal structures. Frequency dependent analysis using optimal coda windows (5–15 s) shows that both parameters follow a power law relation Q(f)=Q0 f^n, with Qc exhibiting steeper frequency dependence (n ≈ 0.9–1.0) and consistently larger values than Q-CN (n ≈ 0.6–0.8), reflecting the more diffusive character of late coda waves. This behavior indicates that high frequency seismic waves attenuate less efficiently than lower frequency waves, which is typical for heterogeneous crustal media dominated by scattering.
Earthquake data shows higher Q values due to deeper sources and longer propagation paths through consolidated crust, while quarry blasts show strong attenuation and scattering in shallow sediments. In summary, the results indicate a depth dependent attenuation structure in NRW, where sedimentary cover causes strong shallow attenuation, basin faults enhance low frequency scattering, and the crystalline basement exhibits higher Q values at depth.
Geological Service NRW
The 2D seismic velocity model for three TK25 map sheets in North Rhine-Westphalia—Havixbeck, Kempen, and Salzkotten—was visualized and analyzed along the survey lines conducted by KIT. The focus is on Rayleigh wave velocity (Vr) and the attenuation parameter (Qr) to characterize the mechanical and dissipative properties of the subsurface.
The results show significant spatial variability, which is closely related to lithological differences and the degree of consolidation of the geological formations: high Vr and Qr values are generally associated with compact and well-consolidated rocks (e.g., Cretaceous or Paleozoic formations), whereas lower values typically occur in unconsolidated Quaternary sediments.
The maps and lithological cross-sections thus illustrate the relationship between seismic parameters and the regional geological structure. Future work includes improving the modeling in areas with limited depth information, generating Qr maps for shallow and intermediate-depth geothermal applications in North Rhine-Westphalia, and making the project results available via the OpenGeodata.NRW portal of the state of North Rhine-Westphalia.
DMT
The slides provide an overview of the current status of the evaluation. Using the formula from FA Wind (2022)¹, the vibration power is calculated for three measured wind turbines — two of the Vestas V162 type and one of the Enercon E160 type. A correlation between wind speed and vibration power can be established for the measured Vestas V162 units; however, no clear correlation can be determined for the measured Enercon E160. In addition, a correlation between vibration power and rotational speed can also be identified for the Vestas V162. The change in vibration power with increasing electrical power output of the wind turbine is also examined. For the Vestas V162, an increase in vibration power can be observed up to approximately 3,000 kW, while at higher production rates the vibration power remains largely constant. For the Enercon E160, no clear correlation is discernible on this point, which is also due to a lack of data points for production rates above 3,000 kW. When examining the two measured Vestas V162 units individually, a comparable trend in the increase of vibration power with increasing wind speed can be identified. This curve progression is also observable at monitoring stations located at greater distances from the two wind turbines.
¹ FA Wind (2022), Vibration Immissions from Wind Turbines, Propagation Forecast.

