DETERMINATION OF OPTIMAL PARAMETERS TO REGULATE RAIN SEWAGE WHEN TREATING ITS TOTAL VOLUME

Abstract

The article gives the peculiarities to design rain seweragetechnological schemes and pump stations for the enterprises where the territories are polluted with specific toxic impurities. We have demonstrated the expediency of regulating reservoir volumecalculation procedure using rain sewage hydrograph application. The analysis of parameters to regulate the rain sewage in the case of its full disposal to treat by pumping has been performed. The calculation of parameters to dispose the pharmaceutical enterprise rain sewage has been carried out using its hydrograph. The correlation study between the pump station and water treatment facilities capacities and regulating reservoir volume ensued the parameter dependence existence. Reservoir volume increasing leads the pump productivity like the water treatment facilities output decreasing. We have determined optimum productivity of pump station and rain sewage treatment facilities in accordance with optimum regulating reservoir volume as a result of correlation analysis of the enterprise rain sewerage system.