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Sewage/FaecesWilo-Drain STS 80/100Pump CurvesSTS 80 F4-pole, 50 HzH[m]14121086454321xxxxxWilo-DrainSTS 80 F1 = STS 80 F 7.110/202 = STS 80 F 9.120 /243 = STS 80 F 10.120/274 = STS 80 F 12.120/325 = STS 80 F 14.100/40All pump curves shown are based on a density of ρ = 1 kg/dm 3I = Q minX = Q optimalSubmersible pumps20 0 20 40 60 80 100 [m 3 /h]0 5 10 15 20 25 30 [l/s]0 100 200 300[lgpm]Q4Recommended:Q optimal +10% / -20%P 2 [W]3215314200 20 40 60 80 100 [m 3 /h]QWilo-Drain STS 80/100Pump CurvesSTS 100 F4-pole, 50 Hz[m]2220181614Wilo-DrainSTS 100F1 = STS 100 F 10.170/592 = STS 100 F 12.170/723 = STS 100 F 15.170/84All pump curves shown are based on a density of ρ = 1 kg/dm 3H1210864xxx32I = Q minX = Q optimalRecommended:Q optimal +10% / -20%21P 2 [W]0 0 20 40 60 80 100 120 140 160 [m 3 /h]0 10 20 30 40 50 [l/s]0 100 200 300 400 500 600 [lgpm]Q10832614200 20 40 60 80 100 120 140 160 [m 3 /h]QAs of: 06/2004 - Subject to change without prior notice79