While a change in rainfall pattern and amount was considered in the impact assessment it is important to note that changes in rainfall intensities were not considered. Extreme rainfall intensities are becoming more frequent, with strong rainfalls of sub-daily duration. In the current FOCUS models daily weather data is included, which disregards any variation of precipitation on sub-daily level. This may lead to an overestimation of infiltration and leaching in case the actual rainfall intensity exceeds the actual infiltration capacity of the soil. This might occur more often due to climate change.
In general, the usage of hourly climate data in empirical water flow models on which e.g. PELMO and PRZM are based on, might make less sense than in physics-based models like PEARL and MACRO.
For FOCUS PELMO the runoff function is deactivated (CN=0). Even if switched on only the daily precipitation volume would play a role, so that an impact of changed intensity is only expected if also the daily volume is changed.
Test calculations in FOCUS (2014) showed that the estimated runoff volume increases drastically for most FOCUS scenarios in PEARL, when the averaging period is not 24 h, but decreased to as low as 1 h. FOCUS (2014) concluded that runoff information should be updated, but that no suitable data was obtainable at that time.
In MACRO higher hourly rainfall intensity (or a higher value of the parameter RINTEN) would primarily lead to a higher macropore flow at the surface. Higher surface runoff is only expected once the infiltration capacity of the macropore domain is exceeded. As a consequence, increased rainfall intensity will primarily lead to increased leaching. In MACRO an algorithm used to derive hourly data from daily values (Olsson (1998) and Güntner et al. (2001)).
It should be evaluated if inclusion of e.g. hourly weather data is possible and if the FOCUS models are able to handle higher resolution weather data or would need to be updated. Further it needs to be evaluated if data sources with long term data on sub-daily level are available, or if algorithms are suitable for use also in other models.
PECsw
For FOCUS PECsw calculations the entry pathways of drift, drainage and runoff to three different water bodies (pond, ditch and stream) are relevant.
Drift calculation is based on BBA (2000) and Rautmann et al. (2001). Actual drift strongly depends on the onsite weather conditions at time of application (especially wind velocity and direction). The variability of the field conditions is higher than the changes introduced due to climate change. Therefore, it is expected that no update of the drift values will be required. However, also induced by climate change more precision farming techniques (e.g. application via drones, spot application) are expected. It would be important to develop drift curves for regulatory purposes for these techniques.
Runoff and drainage are strongly influenced by rainfall amount, intensity and timing. Therefore, it is expected that PECsw values will be strongly impacted by climate change. While larger rainfall amount will lead to more transport of pesticides into the water bodies also the water volume increases, and with it the dilution of the pesticides.
Kühnel and Wang (2024) updated the weather data of FOCUS SWASH from the years 1975-1994 to the time frame of 2004–2023. They found that PECsw values differ noticeably if recent weather data is used. For autumn applications PECsw values increased, while they decreased for spring applications. This is due to the fact that mainly precipitation in autumn and winter increased, while in spring and summer mainly the temperatures increased. They concluded that “These results indicate that FOCUS weather data should be updated regularly to take account of climate change. As weather extremes and the variability of precipitation have increased, multiyear PECsw should also be used instead of using one reference year only.”
An update of the PECsw calculations was performed within the FOCUS SW repair group which includes a multi-year approach similar to the PECgw calculations. However, an update to more recent weather data is not foreseen within this context (EFSA et al. (2020).
As discussed already for PECgw, high rainfall intensities may have a stronger impact on PECsw calculations. Especially runoff and drainage are driven by rainfall intensities. The usage of daily precipitation may introduce an error which will increase in the future when high intensity rainfalls increase. It should therefore be considered to include weather data with e.g. hourly timesteps.
Adjustments in the code of the FOCUS models might be required and would need to be discussed with the model developer (e.g. the usage of runoff and erosion curve numbers which are based on daily assumptions). As mentioned above, the usage of hourly climate data in empirical water flow models on which e.g. PRZM is based on, might make less sense than in physics-based models.
PECair
Contamination of and transport by air mainly occurs via volatilisation and deposition. Volatilisation is mainly influenced by the vapour pressure of the active ingredient. The FOCUS air group (FOCUS, 2008) has established the vapour pressure thresholds of 10-4 Pa (at 20 °C) for volatilisation from soil and 10-5 Pa (at 20 °C) from plants. If vapour pressure is higher than these thresholds volatilisation and deposition need to be considered in the aquatic exposure assessment and should be either calculated with EVA 2.0 or based on experiments.
The usage of the vapour pressure at 20 °C appears to still be conservative for the Nordic Zone, where average daily temperatures are below 20 °C. Additionally, for typical application timings in autumn and spring temperatures are expected to be below 20 °C. Therefore, an amendment of this procedure might not be required.
Conclusion
The weather data used in the current risk assessment is outdated (usually from 1970s–1990s). Due to changes in rainfall, temperature, and evapotranspiration the impact on PEC-values is depending on the environmental compartments and application timing.
Rainfall intensities of sub-daily / hourly time steps should be included in the physics-based models (such as MACRO and PEARL) to adequately depict runoff and drainage conditions. MARS data appears to be available for download only in daily resolution. Different sources (other gridded values or direct data from weather stations) would need to be considered to extract relevant data or statistical models for temporal rainfall disaggregation should be considered (as e.g. for MACRO). Models might need to be updated to appropriately reflect changes in the time resolution of weather data. Increased rainfall intensities might make it more relevant to re-evaluate the methods of how runoff is calculated (FOCUS, 2014).
An update of the recent weather data should be considered for the national Nordic scenarios. Potentially also discussion on updating the weather data of the FOCUS scenarios on European level should be initiated.
Within the current framework a regular update (every 5–10 years) of climate files should be considered. A potential option would be to make new weather files available for download in regular intervals, with newest measured data (e.g. based on MARS 25) for the respective scenarios in the appropriate file formats. A procedure would need to be developed to assure that this data still covers the 90th percentile protection goal. The interval should not be larger than 10 years to ensure that for substance renewal updated weather data is available.
This approach ensures that relatively recent actual weather data is used for risk assessment. However, it does not consider any climate projections for the future time frame for which registration is granted (usually around 10 years). The use of climate projection for the Nordic zone was recommended by Burns et al. (2015).
Climate projections bring a further degree of uncertainty which could be addressed by Bayesian Network models. Example applications of these approaches were discussed in section 3.2.3 (e.g. Steffens et al. (2014 and 2015) and Mentzel et al. (2021)). These predictions aim however at time frames > 10 years, where the usage of projections is required.
For the regulatory process of up to 10 years the additional effort of these assessments might not be justified. However, these options should be discussed especially if the regulatory process is overhauled in general in the future (see EU-PARC project).