According to [Dettm2005a], the design tables apply to surge flushing by means of sewer volume activated flushing systems in man-accessible sewers with circular profiles. Preventive cleaning is based on a critical erosion shear stress of τe, krit = 3 N/m² , thorough cleaning on τe, krit = 5 N/m². These design tables are not applicable for the removal of solidified or strongly cohesive deposits. These cases require substantially larger flushing water volumes and surge levels. In individual cases a thorough cleaning using high pressure cleaning might be required.
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