DEEN

 

 

 

 

 

 

 

 

 

 


INTERREG III A

Results

The model studies focussed on the engineering measures to control the current regime by means of a training wall revealed that those measures were not that effective to improve the swimming water quality in the swimming bath area. The exchange of water in the swimming bath caused by the training wall was only quite small.


However, another technical measure, the complete opening of the inlet for a short time period of two hours was more successful. This measure causes an almost complete water exchange (80 %).

Figure: Calculated residence time within the Krähenteich with a completely opened culvert. Figure: Calculated residence time only for the swimming area also with a completely opened culvert.

Conclusions for the model studies:

    The amount of in and out flowing water masses is controlling and dominating the resi-dence time in the Krähen- and Mühlenteich system.

    The wind impact in general causes mixing and resuspension of particles.

    The shifting of the outlet to the turbine of the water power plant causes slower currents and a longer residence time in the south-eastern part of the Mühlenteich.

    The water quality in the swimming area of the Krähenteich can be improved markedly by a short (2 hours) flushing controlled by a complete opening of the culvert (7.1 m³/s).

    The technical measure – construction of a training wall within the Krähenteich – revealed no significant improvement in water exchange and resulting water quality for the bathing area.