At the request of Fresenius Kabi an emulsion preparation system was designed with a maximum production capacity of  15 L and minimum of 3 L emulsion. The system was required to consist of one oil-tank, one pre-emulsion tank, two storage tanks and one homogenizer. The storage tanks were positioned on a movable carriage on the left side of the homogenizer and the pre-emulsion tank and oil tank was placed on a separate frame on the right side of the homogenizer. All tanks were equipped with individual temperature control and a stand-alone parallel cleaning system was designed. The system also had to be optimized for the specific process and extensive calculations were done.  The emulsion system was designed using CAD-software and produced a detailed 3D-model. The tanks were designed from scratch and all other parts of the system consist of standardized components readily available. A list of the components in the system with manufacturer article number of all components was also produced. Actual drawings for the tanks were also made. The 3D-model and the list of components provide a good base for future construction of the system.

The aim of this master thesis is to evaluate the results of selective post-excavation grouting with polyurethane resin in the subway of Stockholm.Dripping and leakage of water into hard rock tunnels is a costly and commonly occurring problem. Water leakage does not only lead to damage to tunnel installation but may also affect the area above the tunnel due to lowering of the ground water table. To solve this problem there are several methods to prevent water entering the tunnel or to divert it. One of the preventing methods are to grout using polyurethane based resins.This thesis evaluates a drip sealing project where eight point leakages where grouted during November 2015. Drip mapping was carried out before and after the grouting to evaluate the change in leakage amount to determine whether the grouting methodology is suitable for future projects. The drip mapping was carried out during a year before the sealing attempt to investigate the leakages natural variation and with greater certainty being able to evaluate the leakage change after the grouting had been carried out.The evaluation of the grouting showed that none of the point leakages were sealed to 100 %. Only three of the leakages decreased, four increased and one showed no change. The natural variations during the evaluation period, during and after the grouting attempt indicates a natural rise in leakage amount induced by an increase in precipitation and rising seasonal trend.The change in leakage amount for every leakage point was compared to geological and hydrogeological parameters to be able to explain the cause of the results and to determine which conditions the methodology depends on. The correlation with original leakage amount, grouting volume and hydraulic aperture where the strongest and could best be explained by second degree polynomials. By using the equations for the polynomials an interval could be determined where the grouting methodology theoretically would lead to the greatest decrease in leakage amount. There are some uncertainty in the interpretation whether a natural signal in the grouting results led to a correlation due to an internal coupling between the parameters.