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Sewage/FaecesWilo-Drain TP 80, TP 100, TP 150Pump CurvesTP 100 E4-pole, 50 Hz[m]1614Wilo-DrainTP 100 E1 = TP 100 E 160/142 = TP 100 E 180/223 = TP 100 E 210/304 = TP 100 E 230/34H121086424321xxxxAll pump curves shown are based on a density of ρ = 1 kg/dm 3I = Q minX = Q optimalRecommended:Q optimal +10% / -20%0 0 20 40 60 80 100 [m 3 /h]0 10 20 30 [l/s]P 2 [W]4321Q432100 20 40 60 80 100 [m 3 /h]QTP 100 E4-pole, 50 Hz[m]2016Wilo-DrainTP 100 E5 = TP 100 E 190/396 = TP 100 E 210/527 = TP 100 E 230/708 = TP 100 E 250/84P 2 [W] H12840 0 40 80 120 160 [m 3 /h]0 10 20 30 40 50 [l/s]864xQxxx55668778All pump curves shown are based on a density of ρ = 1 kg/dm 3I = Q minX = Q optimalRecommended:Q optimal +10% / -20%20 40 80 120 160 [m 3 /h]Q84 As of: 06/2004 - Subject to change without prior notice