Technical Possibilities of Wastewater Reclamation for Potable Use in Hurva, Scania : Regarding the Waterbalance and From a Process Technical Point of View
Abstract: During recent years both Sweden and the rest of Europe have experienced periods of drought as a consequence of hot summers with low levels of precipitation. For villages provided with drinking water from water plants with groundwater as raw water source droughts can lead to considerable problems if the groundwater reservoir would be affected. One Swedish village which is provided with drinking water from a groundwater drinking plant and which has faced problems regarding their drinking water production is Hurva, located outside of Eslöv in Scania and with a population of almost 400 people. The problem has been periods of water shortage in the drinking water system. The solution to this problem has consisted in filling up the water reservoir in the drinking water system with drinking water delivered in trucks. This is not considered a sustainable solution to the problem and a transmission pipe connecting Hurva to the regional drinking water system has been suggested. This project is written in collaboration with VA SYD, the joint municipal authority in Hurva, and consisted of two main objectives. The first objective was to examine the possibilities of implementation of a circular wastewater system in Hurva from a process technical and health and safety point of view. The second objective was to estimate the waterbalance in the system to make sure that there was enough water for a circular water system. According to the calculations regarding the waterbalance estimation there has been enough water in the system every month of the period January 2018-December 2019 with exception for June 2018 which was a month with extreme droughts in Sweden. The results indicates that there is a risk for water shortage in the system although this is probably not the case for months with normal conditions. Two possible treatment chains was designed, based on the requirement that they should have the capacity to treat the wastewater from Hurva WWTP into drinking water quality. The first chain, treatment chain 1 consisted of ultrafiltration, reversed osmosis, granular activated carbon, pH/hardness adjustment and UV treatment. The second chain, treatment chain 2, consisted of ultrafiltration, ozonation, granular activated carbon and UV treatment.
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