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Sewage/FaecesWilo-Drain TP 80, TP 100, TP 150Pump CurvesTP 150 M4-pole, 50 Hz[m]2420Wilo-DrainTP 150M1 = TP 150 M 235/1302 = TP 150 M 250/1653 = TP 150 M 265/200H1612xxxAll pump curves shown are based on a density of ρ = 1 kg/dm 3I = Q minX = Q optimal84123Recommended:Q optimal +10% / -20%P 2 [W]0 080 160 240 320 [m 3 /h]0 10 20 30 40 50 60 70 80 90 100 [l/s]Q20321511050 80 160 240 320 [m 3 /h]QTP 150 E4-pole, 50 Hz[m]282420Wilo-DrainTP 150E4 = TP 150 E 280/1105 = TP 150 E 295/150All pump curves shown are based on a density of ρ = 1 kg/dm 3H16128xxI = Q minX = Q optimalRecommended:Q optimal +10% / -20%4450 080 160 240 320 [m 3 /h]0 10 20 30 40 50 60 70 80 90 100 110 [l/s]Q20155P 2 [W]105400 80 160 240 320 [m 3 /h]Q86 As of: 06/2004 - Subject to change without prior notice