Transformation of the Asparuhovo Sample Clauses

Transformation of the Asparuhovo preliminary WWTP into a pumping station plus mechanical treatment The new pumping station with mechanical treatment is proposed to consist of the following main elements: – Inlet chamber; – [DQC97]Emergency overflow; – [DQC98]Automatic 60 mm coarse screen with by-pass; – [DQC99]Inlet building containing duty/standby automatically 5 mm fine screens with by-pass; – [DQC100]Screening, washing and compacting plant with collection skip; – Aerated grit and grease removal channel; – Grit classifier with collection skip; – Flow meter; – Overflow to balance tanks; – Balance tanks, capacity 1000 m³, existing to be modified; – Gravity return from balance tanks to transfer pumping station; – Transfer pumping station with duty and standby (minimum 33 %) pumps; – Transfer pressure pipeline; – Liquid oxygen storage tank with evaporator; – Oxygen injection plant. The new pumping station in Asparuhovo will serve a population of 40 000 for the year 2022 and will have an overall design capacity of 9 366 m³/day in average. Parameters of the new Asparuhovo pumping station and mechanical Plant Parameters Unit Situation without ISPA measure (Direct discharge to the lake) Situation with ISPA measure Overall design capacity m3/d 9.366 BoD mg/l 317 Complete elimination of direct discharge; Transfer of sewage to the Varna WWTP CoD mg/l 626 Suspended solids (SS) mg/l 287 Total Nitrogen mg/l 45 Total Phosphorus mg/l 11
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Related to Transformation of the Asparuhovo

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