Water Circulation Pumps & Circulators PERFORMANCE CURVES FI Pumps CI Pumps Taco Curve Book 300-2.5B Effective April 27, 2017 (Supersedes March 31, 2012
CAPACITY IN LITERS/SEC FLOW IN GALLONS PER MINUTE HEAD IN FEET HEAD IN METERS HEAD IN KILOPASCALS (KPa) * Pump Models 5013, 6013, and 8013 are available in 1160 rpm as FI only. * * * PC-2125 Rev B FI/CI Pump Quick Selection Curve 1160 RPM 3
CAPACITY IN LITERS/SEC FLOW IN GALLONS PER MINUTE PC-2124 Rev D HEAD IN FEET HEAD IN METERS HEAD IN KILOPASCALS (KPa) * * * * Pump Models 5013, 6013, and 8013 are available in 1760 rpm as FI only. FI/CI Pump Quick Selection Curve 1760 RPM 4
CAPACITY IN LITERS/SEC FLOW IN GALLONS PER MINUTE PC-2123 Rev B HEAD IN FEET HEAD IN METERS HEAD IN KILOPASCALS (KPa) * * Pump Model 5007 is available in 3500 rpm as FI only. FI/CI Pump Quick Selection Curve 3500 RPM 5
CORRECTION FACTORS FOR OTHER SPEEDS For speeds other than 1750, hydraulic performance and B.H.P. requirements must be corrected before a selection can be made. The following multipliers are used to correct performance and B.H.P. G.P.M. Head B.H.P. 1150 to 1750 1.52 2.31 1750 to 1150.28 1450 to 1750 1.21 1.46 1750 to 1450.58 2900 to 3450 1.19 1.42 3450 to 2900.58 Sizing Procedure 1. Using the proper multipliers correct G.P.M. and head. 2. Make pump selection as usual using corrected performance. 3. Determine max. B.H.P. requirement for pump selected. 4. Correct B.H.P. using multiplier, to lower speed. 5. Select motor based on Step 4. Use service factor if applicable. 6
PUMP FORMULAS Pressure Head (Feet) x Specific Gravity = (PSI) 2.31 Head (Feet) = Pressure (PSI) x 2.31 Specific Gravity Vacuum (Inches of Mercury) = Dynamic Suction Lift (Feet) x.883 x Specific Gravity Horsepower (Brake) = GPM x Head (Feet) x Specific Gravity 3960 x Pump Efficiency Horsepower GPM x Head (Feet) x Specific Gravity = (Water) 3960 Efficiency (Pump) = Horsepower (Water) x 100 Per Cent Horsepower (Brake) NPSH (Available) = Positive Factors Negative Factors Affinity Laws: Effect of change of speed or impeller diameter on centrifugal pumps. GPM Capacity Ft. Head BHP Impeller D Diameter Q 2 = D2 2 D 2 Q 1 H 2 = (D2) 2 D 3 2 H 1 P 2 = (D2) 2 2 P 1 Change D 1 D 1 D 1 Speed Change RPM Q 2 = RPM2 2 RPM 2 Q 1 H 2 = (RPM2)2 2 RPM 3 H 1 P 2 = (RPM2)2 2 P 1 RPM 1 RPM 1 RPM 1 Where Q = GPM, H = Head, P = BHP, D = Impeller Dia., RPM = Pump Speed 7
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CURVES BASED ON CLEAR WATER WITH SPECIFIC GRAVITY OF 1.0 November 1, 2010
11
CURVES BASED ON CLEAR WATER WITH SPECIFIC GRAVITY OF 1.0 November 1, 2010
CURVES BASED ON CLEAR WATER WITH SPECIFIC GRAVITY OF 1.0 November 1, 2010
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16 FEBRUARY 14, 2002
CURVES BASED ON CLEAR WATER WITH SPECIFIC GRAVITY OF 1.0 November 1, 2010
19 FEBRUARY 12, 2002
20 FEBRUARY 18, 2002
21 FEBRUARY 12, 2002
CURVES BASED ON CLEAR WATER WITH SPECIFIC GRAVITY OF 1.0 November 1, 2010
CURVES BASED ON CLEAR WATER WITH SPECIFIC GRAVITY OF 1.0 November 1, 2010
CURVES BASED ON CLEAR WATER WITH SPECIFIC GRAVITY OF 1.0 November 1, 2010
CURVES BASED ON CLEAR WATER WITH SPECIFIC GRAVITY OF 1.0 November 1, 2010
November 1, 2010 CURVES BASED ON CLEAR WATER WITH SPECIFIC GRAVITY OF 1.0
CURVES BASED ON CLEAR WATER WITH SPECIFIC GRAVITY OF 1.0 November 1, 2010
CURVES BASED ON CLEAR WATER WITH SPECIFIC GRAVITY OF 1.0 November 1, 2010
30 FEBRUARY 19. 2002
CURVES BASED ON CLEAR WATER WITH SPECIFIC GRAVITY OF 1.0 November 1, 2010
32 FEBRUARY 21, 2002
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34
CURVES BASED ON CLEAR WATER WITH SPECIFIC GRAVITY OF 1.0 November 1, 2010
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38
CURVES BASED ON CLEAR WATER WITH SPECIFIC GRAVITY OF 1.0 November 1, 2010
40
CURVES BASED ON CLEAR WATER WITH SPECIFIC GRAVITY OF 1.0 November 1, 2010
CURVES BASED ON CLEAR WATER WITH SPECIFIC GRAVITY OF 1.0 November 1, 2010
43
CURVES BASED ON CLEAR WATER WITH SPECIFIC GRAVITY OF 1.0 November 1, 2010
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46 FEBRUARY 2, 2002
CURVES BASED ON CLEAR WATER WITH SPECIFIC GRAVITY OF 1.0 November 1, 2010
CURVES BASED ON CLEAR WATER WITH SPECIFIC GRAVITY OF 1.0 November 1, 2010
49 FEBRUARY 14, 2002
CURVES BASED ON CLEAR WATER WITH SPECIFIC GRAVITY OF 1.0 November 1, 2010
CURVES BASED ON CLEAR WATER WITH SPECIFIC GRAVITY OF 1.0 November 1, 2010
CURVES BASED ON CLEAR WATER WITH SPECIFIC GRAVITY OF 1.0 November 1, 2010
CURVES BASED ON CLEAR WATER WITH SPECIFIC GRAVITY OF 1.0 November 1, 2010
CURVES BASED ON CLEAR WATER WITH SPECIFIC GRAVITY OF 1.0 November 1, 2010
CURVES BASED ON CLEAR WATER WITH SPECIFIC GRAVITY OF 1.0 November 1, 2010
CURVES BASED ON CLEAR WATER WITH SPECIFIC GRAVITY OF 1.0 November 1, 2010
CURVES BASED ON CLEAR WATER WITH SPECIFIC GRAVITY OF 1.0 November 1, 2010
November 1, 2010 CURVES BASED ON CLEAR WATER WITH SPECIFIC GRAVITY OF 1.0
CURVES BASED ON CLEAR WATER WITH SPECIFIC GRAVITY OF 1.0 November 1, 2010
CURVES BASED ON CLEAR WATER WITH SPECIFIC GRAVITY OF 1.0 November 1, 2010
CURVES BASED ON CLEAR WATER WITH SPECIFIC GRAVITY OF 1.0 November 1, 2010
CURVES BASED ON CLEAR WATER WITH SPECIFIC GRAVITY OF 1.0 November 1, 2010
65 FEBRUARY 21, 2002
66
CURVES BASED ON CLEAR WATER WITH SPECIFIC GRAVITY OF 1.0 November 1, 2010
68 FEBRUARY 20, 2002
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CURVES BASED ON CLEAR WATER WITH SPECIFIC GRAVITY OF 1.0 November 1, 2010
76
CURVES BASED ON CLEAR WATER WITH SPECIFIC GRAVITY OF 1.0 November 1, 2010
78 FEBRUARY 13, 2002
CURVES BASED ON CLEAR WATER WITH SPECIFIC GRAVITY OF 1.0 November 1, 2010
CURVES BASED ON CLEAR WATER WITH SPECIFIC GRAVITY OF 1.0 November 1, 2010
CURVES BASED ON CLEAR WATER WITH SPECIFIC GRAVITY OF 1.0 November 1, 2010
82 FEBRUARY 18, 2002
CURVES BASED ON CLEAR WATER WITH SPECIFIC GRAVITY OF 1.0 November 1, 2010
November 1, 2010 NOTE: CI SERIES NOT AVAILABLE ABOVE 60HP CURVES BASED ON CLEAR WATER WITH SPECIFIC GRAVITY OF 1.0
CURVES BASED ON CLEAR WATER WITH SPECIFIC GRAVITY OF 1.0 November 1, 2010
SEPTEMBER 9, 2009