ANSI - CURVE BOOK - Rapid Allweiler Curve Book.pdfVersion 1 - ANSI Curve Book: Rapid Allweiler Pumps...

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ANSI - CURVE BOOKCHEMICAL PROCESS PUMPS

Version 1 - ANSI Curve Book: Rapid Allweiler PumpsWhilst all care has been taken to ensure the accuracy of the information contained in this Brochure was correct at the time of printing, please be advised we cannot be held responsible for any errors contained within and or changes that may have taken place. Dimensions contained within are for reference purpose only and should not be used for construction; certified drawings are available upon request. For confirmation of any information contained herewith please contact a member of our technical sales team.

WE HAVE ALL THE TICKS

1

ANSIHEAVY-DUTY PROCESS PUMPS

TOMBSTONE CURVES

11/2 x 3-13 2 x 3-13

2 x 3-103 x 4-10

1 1/2 x 3-10

1 x 2-10

2 x 3-8

3 x 4-7

3 x 4-13

1 x 11/2-8

11/2 x 3-8

1 1/2 x 3-62 x 3-61 x 11/2-6

3 x 4-8G3 x 4-8

0

10

20

30

40

50

60

70

80

90100

150

BEST EFFICIENCY POINT SHOWN

FLOW RATE [m3/h]

10 20 40 60 80 100 150 200 250

FLOW RATE [m3/h]

10 20 40 60 80 100 150 200 300 400 500 600 800 1000

10

20

30

40

50

3 x 4 -13

6 x 8-15

4 x 6-13

6 x 8-13

8 x 10-13

8 x 10-15 G

4 x 6-10

2 x 3 -131 x 3 -13

3 x 4 -102 x 3-10

3 x 4 - 83 x 4 - 8 G

1 x 2-10

8 x 10-15

2 x 3-6

2 x 3-8

1 x 3-6 1/2

1 x 3-8

1/2

1 x 3-10

1/2

1x 1 -81/2

1 x 1 - 61/2

1/2

HE

AD

[m]

HE

AD

[m]

2900 rpm

1450 rpm Pg. no.

1x1½-6 2 241x1½-8 3 251½x3-6 4 261½x3-8 5 271½x3-10 6 281½x3-13 7 291x2-10 8 302x3-6 9 312x3-8 10 322x3-10 11 332x3-13 12 343x4-8G 13 353x4-8 14 363x4-10 15 373x4-13 16 4x6-10 17 4x6-13 18 6x8-13 196x8-15 208x10-13 218x10-15G 228x10-15 23

Size*

ANSIHEAVY-DUTY PROCESS PUMPS

2

1973 Annex BBased on water density 1000 kg/m3 and viscosity 1 cSt.

CHARACTERISTIC CURVEDischarge Diameter

Head, capacity and efficiency according to ISO Standard 2548:

Issue Date Suction DiameterOCTOBER 2005 1”1 ½”

1450 rpm

ANSI 3431 x 1½ - 6

35%40%

40%

44%

44%

46%

46%

48%

48%

49%

49%

0 2 4 6 8 10 12 14 16Q (m3/hr)

HEA

D (m

)

2

4

6

8

10

P (k

W)

0.0

0.1

0.2

0.3

0.4

0.5

NPS

H (m

)

0.0

0.4

0.8

1.2

1.6

2.0

5"

5"

5.5"

5.5"

6.06"

6.06"

49.3%

5"5.5"

6.06"

3

ANSIHEAVY-DUTY PROCESS PUMPS

1973 Annex BBased on water density 1000 kg/m3 and viscosity 1 cSt.

CHARACTERISTIC CURVEDischarge Diameter

Head, capacity and efficiency according to ISO Standard 2548:

Issue Date Suction DiameterOCTOBER 2005 1”1 ½”

1450 rpm

ANSI 3431 x 1½ - 8

30% 40%45%

45%

50%

50%

53%

53%

0 5 10 15 20 25Q (m3/hr)

HEA

D (m

)

2

4

6

8

10

12

14

16

18

P (k

W)

0.0

0.4

0.8

1.2

1.6

NPS

H (m

)

0

2

4

6

8

5.5"

5.5"

6"

6"

6.5"

6.5"

7"

7"

7.5"

7.5"

8"

8"

55.6%

5.5"6"

6.5"7"

7.5"

8"

ANSIHEAVY-DUTY PROCESS PUMPS

4

1973 Annex BBased on water density 1000 kg/m3 and viscosity 1 cSt.

CHARACTERISTIC CURVEDischarge Diameter

Head, capacity and efficiency according to ISO Standard 2548:

Issue Date Suction DiameterOCTOBER 2005 1½”3”

1450 rpm

ANSI 3431½ x 3 - 6

40% 45% 50%

50%

55%

55%

58%

58%

60%

60%

0 5 10 15 20 25Q (m3/hr)

HEA

D (m

)

2

4

6

8

10

P (k

W)

0.0

0.2

0.4

0.6

0.8

NPS

H (m

)

0.0

0.2

0.4

0.6

0.8

1.0

5"

5"

5.5"

5.5"

6.06"

6.06"

60.6%

5"

5.5"

6.06"

5

ANSIHEAVY-DUTY PROCESS PUMPS

1973 Annex BBased on water density 1000 kg/m3 and viscosity 1 cSt.

CHARACTERISTIC CURVEDischarge Diameter

Head, capacity and efficiency according to ISO Standard 2548:

Issue Date Suction DiameterOCTOBER 2005 1½”3”

1450 rpm

ANSI 3431½ x 3 - 8

40%

40%

45%

45%

50%

50%

54%

54%

57%

57%

0 5 10 15 20 25 30Q (m3/hr)

HEA

D (m

)

2

4

6

8

10

12

14

16

P (k

W)

0.0

0.4

0.8

1.2

1.6

NPS

H (m

)

0.0

0.4

0.8

1.2

1.6

2.0

5"

5"

5.5"

5.5"

6"

6"

6.5"

6.5"

7"

7"

7.5"

7.5"

8"

8"

58.8%

5" 5.5"

6"6.5"

7"

7.5"

8"

ANSIHEAVY-DUTY PROCESS PUMPS

6

1973 Annex BBased on water density 1000 kg/m3 and viscosity 1 cSt.

CHARACTERISTIC CURVEDischarge Diameter

Head, capacity and efficiency according to ISO Standard 2548:

Issue Date Suction DiameterOCTOBER 2005 1½”3”

1450 rpm

ANSI 4951½ x 3 - 10

42%

42%

48%

48%

52%

52%

55%

55%

57%

57%

59%

59%

0 5 10 15 20 25 30 35 40Q (m3/hr)

HEA

D (m

)

0

5

10

15

20

25

P (k

W)

0

1

2

3

NPS

H (m

)

0.0

0.4

0.8

1.2

1.6

6"

6"

7"

7"

8"

8"

9"

9"

10"

10"

60.5%

6"

7"8"

9"

10"

7

ANSIHEAVY-DUTY PROCESS PUMPS

1973 Annex BBased on water density 1000 kg/m3 and viscosity 1 cSt.

CHARACTERISTIC CURVEDischarge Diameter

Head, capacity and efficiency according to ISO Standard 2548:

Issue Date Suction DiameterOCTOBER 2005 1½”3”

1450 rpm

ANSI 4951½ x 3 - 13

40%45%

50%54%

54%

56%57%

58%

0 10 20 30 40 50 60Q (m3/hr)

HEA

D (m

)

10

15

20

25

30

35

40

P (k

W)

0

2

4

6

8

NPS

H (m

)

0.0

0.4

0.8

1.2

1.6

9"

9"

10"

10"

11"

11"

12"

12"

13"

13"

56.0%

9"10"

11"

12"

13"

ANSIHEAVY-DUTY PROCESS PUMPS

8

1973 Annex BBased on water density 1000 kg/m3 and viscosity 1 cSt.

CHARACTERISTIC CURVEDischarge Diameter

Head, capacity and efficiency according to ISO Standard 2548:

Issue Date Suction DiameterOCTOBER 2005 1”2”

1450 rpm

ANSI 4951 x 2 - 10

30% 35%

35%

37%

37%

40%

40%

42%

42%

0 2 4 6 8 10 12 14 16 18 20Q (m3/hr)

HEA

D (m

)

0

5

10

15

20

25

30

P (k

W)

0.0

0.5

1.0

1.5

2.0

2.5

NPS

H (m

)

0.00

0.20

0.40

0.60

6"

6"

7"

7"

8"

8"

9"

9"

10"

10"

42.6%

6"

7"

8"

9"

10"

9

ANSIHEAVY-DUTY PROCESS PUMPS

1973 Annex BBased on water density 1000 kg/m3 and viscosity 1 cSt.

CHARACTERISTIC CURVEDischarge Diameter

Head, capacity and efficiency according to ISO Standard 2548:

Issue Date Suction DiameterOCTOBER 2005 2”3”

1450 rpm

ANSI 3432 x 3 - 6

45%55%

55%

60%

60%

64%

64%

0 10 20 30 40 50Q (m3/hr)

HEA

D (m

)

2

3

4

5

6

7

8

9

10

P (k

W)

0.0

0.4

0.8

1.2

1.6

NPS

H (m

)

0

1

2

3

4

5

5"

5"

5.5"

5.5"

6.06"

6.06"

67.3%

5"5.5"

6.06"

ANSIHEAVY-DUTY PROCESS PUMPS

10

1973 Annex BBased on water density 1000 kg/m3 and viscosity 1 cSt.

CHARACTERISTIC CURVEDischarge Diameter

Head, capacity and efficiency according to ISO Standard 2548:

Issue Date Suction DiameterOCTOBER 2005 2”3”

1450 rpm

ANSI 4952 x 3 - 8

40% 45%

45%

50%

50%

55%

55%

58%

58%

0 5 10 15 20 25 30 35Q (m3/hr)

HEA

D (m

)

4

6

8

10

12

14

16

18

P (k

W)

0.0

0.4

0.8

1.2

1.6

2.0

NPS

H (m

)

0.0

0.4

0.8

1.2

1.6

5.5"

5.5"

6"

6"

6.5"

6.5"

7"

7"

7.5"

7.5"

8"

8"

8.38"

8.38"

60.1%

5.5"6"

6.5"7"

7.5"

8"8.38"

11

ANSIHEAVY-DUTY PROCESS PUMPS

1973 Annex BBased on water density 1000 kg/m3 and viscosity 1 cSt.

CHARACTERISTIC CURVEDischarge Diameter

Head, capacity and efficiency according to ISO Standard 2548:

Issue Date Suction DiameterOCTOBER 2005 2”3”

1450 rpm

ANSI 4952 x 3 - 10

50% 55%

55%

60%

60%

0 10 20 30 40 50 60Q (m3/hr)

HEA

D (m

)

0

5

10

15

20

25

P (k

W)

0

1

2

3

4

5

NPS

H (m

)

0

1

2

3

4

6"

6"

7"

7"

8"

8"

9"

9"

10"

10"

61.7%

6"

7"

8"

9"

10"

ANSIHEAVY-DUTY PROCESS PUMPS

12

1973 Annex BBased on water density 1000 kg/m3 and viscosity 1 cSt.

CHARACTERISTIC CURVEDischarge Diameter

Head, capacity and efficiency according to ISO Standard 2548:

Issue Date Suction DiameterOCTOBER 2005 2”3”

1450 rpm

ANSI 4952 x 3 - 13

56%

56%

59%

59%

61%

61%

63%

63%

65%

0 10 20 30 40 50 60 70 80 90 100 110Q (m3/hr)

HEA

D (m

)

5

10

15

20

25

30

35

40

P (k

W)

0

4

8

12

NPS

H (m

)

0

1

2

3

4

9"

9"

10"

10"

11"

11"

12"

12"

13"

13"

63.5%

9"

10"

11"

12"

13"

13

ANSIHEAVY-DUTY PROCESS PUMPS

1973 Annex BBased on water density 1000 kg/m3 and viscosity 1 cSt.

CHARACTERISTIC CURVEDischarge Diameter

Head, capacity and efficiency according to ISO Standard 2548:

Issue Date Suction DiameterOCTOBER 2005 3”4”

1450 rpm

ANSI 4953 x 4 - 8G

40%

50%

50%

58%

58%

63%

63%

68%

68%

71%

71%

73%

73%

0 10 20 30 40 50 60 70 80 90 100Q (m3/hr)

HEA

D (m

)

0

2

4

6

8

10

12

14

16

18

P (k

W)

0

1

2

3

4

NPS

H (m

)

0

1

2

3

5.5"

5.5"

5.5"

6"

6"

6"

6.5"

6.5"

6.5"

7"

7"

7"

7.5"

7.5"

7.5"

8"

8"

8"

8.38"

8.38"

8.38"

74.0%

ANSIHEAVY-DUTY PROCESS PUMPS

14

1973 Annex BBased on water density 1000 kg/m3 and viscosity 1 cSt.

CHARACTERISTIC CURVEDischarge Diameter

Head, capacity and efficiency according to ISO Standard 2548:

Issue Date Suction DiameterOCTOBER 2005 3”4”

1450 rpm

ANSI 4953 x 4 - 8

55% 60%

60%

65%

65%

70%

70%

73%

73%

75%

75%

76%

76%

0 10 20 30 40 50 60 70 80 90 100 110 120 130Q (m3/hr)

HEA

D (m

)

0

2

4

6

8

10

12

14

16

18

20

P (k

W)

0

1

2

3

4

5

NPS

H (m

)

0.0

0.4

0.8

1.2

1.6

2.0

6"

6"

6.5"

6.5"

7"

7"

7.5"

7.5"

8"

8"

8.38"

8.38"

76.2%

6"6.5"

7"

7.5"

8"8.38"

15

ANSIHEAVY-DUTY PROCESS PUMPS

1973 Annex BBased on water density 1000 kg/m3 and viscosity 1 cSt.

CHARACTERISTIC CURVEDischarge Diameter

Head, capacity and efficiency according to ISO Standard 2548:

Issue Date Suction DiameterOCTOBER 2005 3”4”

1450 rpm

ANSI 4953 x 4 - 10

50% 55% 60%

60%

65%

65%

68%

68%

69%

69%

0 10 20 30 40 50 60 70 80Q (m3/hr)

HEA

D (m

)

0

5

10

15

20

25

30

P (k

W)

0

2

4

6

NPS

H (m

)

0.0

0.4

0.8

1.2

1.6

6"

6"

7"

7"

8"

8"

9"

9"

10"

10"

70.2%

6"7"

8"

9"

10"

ANSIHEAVY-DUTY PROCESS PUMPS

16

1973 Annex BBased on water density 1000 kg/m3 and viscosity 1 cSt.

CHARACTERISTIC CURVEDischarge Diameter

Head, capacity and efficiency according to ISO Standard 2548:

Issue Date Suction DiameterOCTOBER 2005 3”4”

1450 rpm

ANSI 4953 x 4 - 13

55% 60%65%

70%

70%

72%

72%

73%

73%

0 20 40 60 80 100 120 140 160 180Q (m3/hr)

HEA

D (m

)

10

15

20

25

30

35

40

45

P (k

W)

0

4

8

12

16

20

NPS

H (m

)

0

1

2

3

4

5

9"

9"

10"

10"

11"

11"

12"

12"

13"

13"

73.5%

9"

10"

11"

12"

13"

17

ANSIHEAVY-DUTY PROCESS PUMPS

1973 Annex BBased on water density 1000 kg/m3 and viscosity 1 cSt.

CHARACTERISTIC CURVEDischarge Diameter

Head, capacity and efficiency according to ISO Standard 2548:

Issue Date Suction DiameterOCTOBER 2005 4”6”

1450 rpm

ANSI 4954 x 6 - 10

50% 60% 65% 70%

70%

74%

74%

76%

76%

78%

78%

0 20 40 60 80 100 120 140 160 180 200 220 240 260Q (m3/hr)

HEA

D (m

)

5

10

15

20

25

P (k

W)

0

4

8

12

16

NPS

H (m

)

0

1

2

3

8"

8"

8.5"

8.5"

9"

9"

9.5"

9.5"

10"

10"

78.6%

8"8.5"

9"9.5"

10"

ANSIHEAVY-DUTY PROCESS PUMPS

18

1973 Annex BBased on water density 1000 kg/m3 and viscosity 1 cSt.

CHARACTERISTIC CURVEDischarge Diameter

Head, capacity and efficiency according to ISO Standard 2548:

Issue Date Suction DiameterOCTOBER 2005 4”6”

1450 rpm

ANSI 4954 x 6 - 13

60%

60%

65%

65%

70%

70%

75%

75%

78%

78%

0 50 100 150 200 250 300 350 400Q (m3/hr)

HEA

D (m

)

0

5

10

15

20

25

30

35

40

45

P (k

W)

0

10

20

30

NPS

H (m

)

0

1

2

3

4

5

9"

9"

10"

10"

11"

11"

12"

12"

13"

13"

80.3%

9"10"

11"

12"

13"

19

ANSIHEAVY-DUTY PROCESS PUMPS

1973 Annex BBased on water density 1000 kg/m3 and viscosity 1 cSt.

CHARACTERISTIC CURVEDischarge Diameter

Head, capacity and efficiency according to ISO Standard 2548:

Issue Date Suction DiameterMARCH 1967 6”8”

1450 rpm

ANSI 7086 x 8 - 13

HEA

D (m

)P

(kW

)N

PSH

(m)

Q (m3/hr)

0

5

10

1,5

2

2,5

3

3,5

4

15

20

25

30

35

40

45

10

15

20

25

30

35

40

0 100 200 300 400 500 600

13"

12"

11"

11"

11"

10"

10"

10"

12"

12"

13"

Series 1

50% 60% 68% 75% 77%79% 80%

81%81%

80%79%

77%75%

72%68%

60%

ANSIHEAVY-DUTY PROCESS PUMPS

20

1973 Annex BBased on water density 1000 kg/m3 and viscosity 1 cSt.

CHARACTERISTIC CURVEDischarge Diameter

Head, capacity and efficiency according to ISO Standard 2548:

Issue Date Suction DiameterMARCH 1967 6”8”

1450 rpm

ANSI 7086 x 8 - 15

HEA

D (m

)P

(kW

)N

PSH

(m)

Q (m3/hr)0 100 200 300 400 500 600 700

0

0

20

40

60

80

1,5

3,5

5,5

10

20

30

40

50

60

15" 50% 60%65%70%

75%78%

82% 84%

84%82%

80%78%

75%

80%

14"

13"

12"

11"

15"

15"14"

13"12"11"

14"13"

12"11"

21

ANSIHEAVY-DUTY PROCESS PUMPS

1973 Annex BBased on water density 1000 kg/m3 and viscosity 1 cSt.

CHARACTERISTIC CURVEDischarge Diameter

Head, capacity and efficiency according to ISO Standard 2548:

Issue Date Suction DiameterMARCH 1967 8”10”

1450 rpm

ANSI 7088 x 10 - 13

HEA

D (m

)P

(kW

)N

PSH

(m)

Q (m3/hr)0

0

0

5

10

10

1,5

2,5

3,5

4,5

5,5

20

30

40

50

60

70

15

20

25

30

35

40

100 200 300 400 500 600 700 800 900

13"

13"

13"12½"12"

12½"

12"

11½"11"

10½"

12½"12"11½"11"

10½"

50%55%60%

65%70%74%78%

80%82%84%86%

86%

84%82%

80%78%

74%

11½"11"

10½"

ANSIHEAVY-DUTY PROCESS PUMPS

22

1973 Annex BBased on water density 1000 kg/m3 and viscosity 1 cSt.

CHARACTERISTIC CURVEDischarge Diameter

Head, capacity and efficiency according to ISO Standard 2548:

Issue Date Suction DiameterMARCH 1967 8”10”

1450 rpm

ANSI 7088 x 10 - 15G

HEA

D (m

)P

(kW

)N

PSH

(m)

1,5

3,5

5,5

Q (m3/hr)200

0

5

10

15

20

25

30

35

40

45

50

300 400 500 600 700 800 900

15"

15"14"13"12"

60% 65%70%

70%

75%

75%

80% 84%

84%80%

86%

86%

88%

88%14"

13"

12"

0

10

20

30

40

50

60

70

80

90

100

13"

14"

15"

12"

23

ANSIHEAVY-DUTY PROCESS PUMPS

1973 Annex BBased on water density 1000 kg/m3 and viscosity 1 cSt.

CHARACTERISTIC CURVEDischarge Diameter

Head, capacity and efficiency according to ISO Standard 2548:

Issue Date Suction DiameterMARCH 1967 8”10”

1450 rpm

ANSI 7088 x 10 - 15

HEA

D (m

)P

(kW

)N

PSH

(m)

Q (m3/hr)400

0

0

1,5

3,5

5,5

0

20

40

60

80

100

120

140

10

20

30

40

50

60

500 600 700 800 900 1000 1100 1200 1300

15"

15"

15"

70% 74% 77% 80%83%

85%83%

80%77%

87%

85%14½"

14½"

14½"

14"

14"

14"

13½"

13½"

13½"

13"

13"

13"

12½"

12½"

12½"

ANSIHEAVY-DUTY PROCESS PUMPS

24

1973 Annex BBased on water density 1000 kg/m3 and viscosity 1 cSt.

CHARACTERISTIC CURVEDischarge Diameter

Head, capacity and efficiency according to ISO Standard 2548:

Issue Date Suction DiameterOCTOBER 2005 1”1½”

2900 rpm

ANSI 3431 x 1½ - 6

30% 35%

35%

40%

40%

45%

45%

50%

50%

53%

53%

0 5 10 15 20 25 30Q (m3/hr)

HEA

D (m

)

0

5

10

15

20

25

30

35

P (k

W)

0

1

2

3

NPS

H (m

)

0

1

2

3

4

3.5"

3.5"

4"

4"

4.5"

4.5"

5"

5"

5.5"

5.5"

6.06"

6.06"

54.0%

3.5"4"

4.5"

5"

5.5"

6.06"

25

ANSIHEAVY-DUTY PROCESS PUMPS

1973 Annex BBased on water density 1000 kg/m3 and viscosity 1 cSt.

CHARACTERISTIC CURVEDischarge Diameter

Head, capacity and efficiency according to ISO Standard 2548:

Issue Date Suction DiameterOCTOBER 2005 1”1½”

2900 rpm

ANSI 3431 x 1½ - 8

40% 45%

45%

50%

50%

53%

53%

56%

56%

58%

58%

0 5 10 15 20 25 30 35 40Q (m3/hr)

HEA

D (m

)

0

10

20

30

40

50

60

70

P (k

W)

0

2

4

6

8

10

NPS

H (m

)

0

1

2

3

4

5

5"

5"

5.5"

5.5"

6"

6"

6.5"

6.5"

7"

7"

7.5"

7.5"

8"

8"

59.2%

5" 5.5"

6"6.5"

7"

7.5"

8"

ANSIHEAVY-DUTY PROCESS PUMPS

26

1973 Annex BBased on water density 1000 kg/m3 and viscosity 1 cSt.

CHARACTERISTIC CURVEDischarge Diameter

Head, capacity and efficiency according to ISO Standard 2548:

Issue Date Suction DiameterOCTOBER 2005 1½”3”

2900 rpm

ANSI 3431½ x 3 - 6

40% 50%

50%

55%

55%

60%

60%

63%

63%

65%

65%

0 10 20 30 40 50 60Q (m3/hr)

HEA

D (m

)

0

5

10

15

20

25

30

35

40

P (k

W)

0

1

2

3

4

5

NPS

H (m

)

0

1

2

3

4

5

4"

4"

4.5"

4.5"

5"

5"

5.5"

5.5"

6.06"

6.06"

66.4%

4"4.5"

5"

5.5"

6.06"

27

ANSIHEAVY-DUTY PROCESS PUMPS

1973 Annex BBased on water density 1000 kg/m3 and viscosity 1 cSt.

CHARACTERISTIC CURVEDischarge Diameter

Head, capacity and efficiency according to ISO Standard 2548:

Issue Date Suction DiameterOCTOBER 2005 1½”3”

2900 rpm

ANSI 4951½ x 3 - 8

40%50%

50%

55%

55%

59%

59%

0 10 20 30 40 50 60Q (m3/hr)

HEA

D (m

)

0

10

20

30

40

50

60

70

P (k

W)

0

4

8

12

NPS

H (m

)

0

1

2

3

4

5

5"

5"

5.5"

5.5"

6"

6"

6.5"

6.5"

7"

7"

7.5"

7.5"

8"

8"

61.1%

5"5.5"

6"6.5"

7"

7.5"

8"

ANSIHEAVY-DUTY PROCESS PUMPS

28

1973 Annex BBased on water density 1000 kg/m3 and viscosity 1 cSt.

CHARACTERISTIC CURVEDischarge Diameter

Head, capacity and efficiency according to ISO Standard 2548:

Issue Date Suction DiameterOCTOBER 2005 1½”3”

2900 rpm

ANSI 4951½ x 3 - 10

45% 50%

50%

54%

54%

57%

57%

59%

59%

61%

61%

0 10 20 30 40 50 60 70 80Q (m3/hr)

HEA

D (m

)

0

20

40

60

80

100

P (k

W)

0

4

8

12

16

20

NPS

H (m

)

0

1

2

3

4

6"

6"

7"

7"

8"

8"

9"

9"

10"

10"

61.6%

6"7"

8"

9"

10"

29

ANSIHEAVY-DUTY PROCESS PUMPS

1973 Annex BBased on water density 1000 kg/m3 and viscosity 1 cSt.

CHARACTERISTIC CURVEDischarge Diameter

Head, capacity and efficiency according to ISO Standard 2548:

Issue Date Suction DiameterOCTOBER 2005 1½”3”

2900 rpm

ANSI 4951½ x 3 - 13

40%45% 50%

54%

54%

56%

56%

58%

58%

0 20 40 60 80 100 120Q (m3/hr)

HEA

D (m

)

40

60

80

100

120

140

160

P (k

W)

0

20

40

60

NPS

H (m

)

0

2

4

6

8

9"

9"

10"

10"

11"

11"

12"

12"

13"

13"

58.6%

9"

10"

11"

12"

13"

ANSIHEAVY-DUTY PROCESS PUMPS

30

1973 Annex BBased on water density 1000 kg/m3 and viscosity 1 cSt.

CHARACTERISTIC CURVEDischarge Diameter

Head, capacity and efficiency according to ISO Standard 2548:

Issue Date Suction DiameterOCTOBER 2005 1”2”

2900 rpm

ANSI 4951 x 2 - 10

25% 30% 35%40%

40%

43%

43%

0 5 10 15 20 25 30 35Q (m3/hr)

HEA

D (m

)

0

20

40

60

80

100

120

P (k

W)

0

4

8

12

16

NPS

H (m

)

0.0

0.5

1.0

1.5

2.0

2.5

5"

5"

6"

6"

7"

7"

8"

8"

9"

9"

10"

10"

44.7%

5"6"

7"

8"

9"

10"

31

ANSIHEAVY-DUTY PROCESS PUMPS

1973 Annex BBased on water density 1000 kg/m3 and viscosity 1 cSt.

CHARACTERISTIC CURVEDischarge Diameter

Head, capacity and efficiency according to ISO Standard 2548:

Issue Date Suction DiameterOCTOBER 2005 2”3”

2900 rpm

ANSI 3432 x 3 - 6

45% 50% 55%

55%

60%

60%

64%

64%

67%

67%

69%

69%

70%

70%

0 10 20 30 40 50 60 70 80 90Q (m3/hr)

HEA

D (m

)

0

5

10

15

20

25

30

35

40

P (k

W)

0

2

4

6

8

NPS

H (m

)

0

2

4

6

8

4"

4"

4.5"

4.5"

5"

5"

5.5"

5.5"

6.06"

6.06"

71.0%

4"

4.5"

5"

5.5"

6.06"

ANSIHEAVY-DUTY PROCESS PUMPS

32

1973 Annex BBased on water density 1000 kg/m3 and viscosity 1 cSt.

CHARACTERISTIC CURVEDischarge Diameter

Head, capacity and efficiency according to ISO Standard 2548:

Issue Date Suction DiameterOCTOBER 2005 2”3”

2900 rpm

ANSI 4952 x 3 - 8

45% 50%

50%

54%

54%

58%

58%

61%

61%

63%

63%

0 10 20 30 40 50 60 70Q (m3/hr)

HEA

D (m

)

10

20

30

40

50

60

70

P (k

W)

0

4

8

12

16

NPS

H (m

)

0

1

2

3

4

5

5.5"

5.5"

6"

6"

6.5"

6.5"

7"

7"

7.5"

7.5"

8"

8"

8.370"

8.370"

63.7%

5.5"6"

6.5"7"

7.5"

8"

8.370"

33

ANSIHEAVY-DUTY PROCESS PUMPS

1973 Annex BBased on water density 1000 kg/m3 and viscosity 1 cSt.

CHARACTERISTIC CURVEDischarge Diameter

Head, capacity and efficiency according to ISO Standard 2548:

Issue Date Suction DiameterOCTOBER 2005 2”3”

2900 rpm

ANSI 4952 x 3 - 10

55%

55%

60%

60%

62%

62%

64%

64%

0 20 40 60 80 100 120Q (m3/hr)

HEA

D (m

)

0

20

40

60

80

100

120

P (k

W)

0

10

20

30

40

NPS

H (m

)

0

2

4

6

8

10

6"

6"

7"

7"

8"

8"

9"

9"

10"

10"

64.5%

6"7"

8"

9"

10"

ANSIHEAVY-DUTY PROCESS PUMPS

34

1973 Annex BBased on water density 1000 kg/m3 and viscosity 1 cSt.

CHARACTERISTIC CURVEDischarge Diameter

Head, capacity and efficiency according to ISO Standard 2548:

Issue Date Suction DiameterOCTOBER 2005 2”3”

2900 rpm

ANSI 4952 x 3 - 13

59% 61% 63%

63%

64%

64%

65%

65%

66%

66%

002051001050Q (m3/hr)

HEA

D (m

)

40

50

60

70

80

90

100

110

120

130

140

150

P (k

W)

0

20

40

60

80

100

NPS

H (m

)

0

4

8

12

16

9"

9"

10"

10"

11"

11"

12"

12"

13"

13"

66.5%

9"10"

11"

12"

13"

35

ANSIHEAVY-DUTY PROCESS PUMPS

1973 Annex BBased on water density 1000 kg/m3 and viscosity 1 cSt.

CHARACTERISTIC CURVEDischarge Diameter

Head, capacity and efficiency according to ISO Standard 2548:

Issue Date Suction DiameterOCTOBER 2005 3”4”

2900 rpm

ANSI 4953 x 4 - 8G

40% 50% 56%

56%

62%

62%

64%

64%

66%

66%

70%

70%

72%

72%

0 20 40 60 80 100 120 140 160 180Q (m3/hr)

HEA

D (m

)

0

10

20

30

40

50

60

70

80

P (k

W)

0

10

20

30

NPS

H (m

)

0

2

4

6

8

5.5"

5.5"

6"

6"

6.5"

6.5"

7"

7"

7.5"

7.5"

8"

8"

8.38"

8.38"

72.3%

5.5"6"

6.5"

7"

7.5"

8"

8.38"

ANSIHEAVY-DUTY PROCESS PUMPS

36

1973 Annex BBased on water density 1000 kg/m3 and viscosity 1 cSt.

CHARACTERISTIC CURVEDischarge Diameter

Head, capacity and efficiency according to ISO Standard 2548:

Issue Date Suction DiameterOCTOBER 2005 3”4”

2900 rpm

ANSI 4953 x 4 - 8

60% 65% 70%

70%

74%

74%

78%

78%

81%

81%

83%

83%

0 25 50 75 100 125 150 175 200 225 250Q (m3/hr)

HEA

D (m

)

10

20

30

40

50

60

70

P (k

W)

0

10

20

30

40

NPS

H (m

)

0

2

4

6

8

6"

6"

6.5"

6.5"

7"

7"

7.5"

7.5"

8"

8"

8.38"

8.38"

83.7%

6"6.5"

7"

7.5"

8"

8.38"

37

ANSIHEAVY-DUTY PROCESS PUMPS

1973 Annex BBased on water density 1000 kg/m3 and viscosity 1 cSt.

CHARACTERISTIC CURVEDischarge Diameter

Head, capacity and efficiency according to ISO Standard 2548:

Issue Date Suction DiameterOCTOBER 2005 3”4”

2900 rpm

ANSI 4953 x 4 - 10

50% 60%

60%

65%

65%

69%

69%

71%

71%

72%

72%

0 25 50 75 100 125 150 175Q (m3/hr)

HEA

D (m

)

0

20

40

60

80

100

P (k

W)

0

10

20

30

40

50

NPS

H (m

)

0

2

4

6

6"

6"

7"

7"

8"

8"

9"

9"

10"

10"

72.5%

6"

7"8"

9"

10"

ANSIHEAVY-DUTY PROCESS PUMPS

38

Notes_________________________________________________________________________________________________________________

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_________________________________________________________________________________________________________________

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_________________________________________________________________________________________________________________

_________________________________________________________________________________________________________________

_________________________________________________________________________________________________________________

_________________________________________________________________________________________________________________

_________________________________________________________________________________________________________________

_________________________________________________________________________________________________________________

_________________________________________________________________________________________________________________

_________________________________________________________________________________________________________________

_________________________________________________________________________________________________________________

_________________________________________________________________________________________________________________

39

ANSIHEAVY-DUTY PROCESS PUMPS

Notes_________________________________________________________________________________________________________________

_________________________________________________________________________________________________________________

_________________________________________________________________________________________________________________

_________________________________________________________________________________________________________________

_________________________________________________________________________________________________________________

_________________________________________________________________________________________________________________

_________________________________________________________________________________________________________________

_________________________________________________________________________________________________________________

_________________________________________________________________________________________________________________

_________________________________________________________________________________________________________________

_________________________________________________________________________________________________________________

_________________________________________________________________________________________________________________

_________________________________________________________________________________________________________________

_________________________________________________________________________________________________________________

_________________________________________________________________________________________________________________

_________________________________________________________________________________________________________________

_________________________________________________________________________________________________________________

_________________________________________________________________________________________________________________

_________________________________________________________________________________________________________________

_________________________________________________________________________________________________________________

_________________________________________________________________________________________________________________

_________________________________________________________________________________________________________________

_________________________________________________________________________________________________________________

_________________________________________________________________________________________________________________

_________________________________________________________________________________________________________________

_________________________________________________________________________________________________________________

_________________________________________________________________________________________________________________

_________________________________________________________________________________________________________________

_________________________________________________________________________________________________________________

_________________________________________________________________________________________________________________

Centrifugal and Axial Flow Pump Affinity Laws:

Speed changes & impeller diameter remains the same:

Q1/Q2 = N1/N2

H1/H2 = (N1/N2)²

P1/P2 = (N1/N2)³

Impeller diameter changes and speed remains the same:

Q1/Q2 = D1/D2

H1/H2 = (D1/D2)²

P1/P2 = (D1/D2)³

BASIC FORMULAS Q = Flow(m³/h)H= Head(m) Density = SGEff = Pump Eff%

Capacity

l/sec x 3.6 = m³/h m³/h ÷ 3.6 = l/sec

US gpm ÷ 0.246 = l/min l/min x 0.246 = US gpm

Imp gpm x 0.2271 = m³/h m³/h x 4.403 = Imp gpm

10000 kg/hr =10m³h

Density(SG)

Head/Pressure

Ft ÷ 3.28 = m m x 3.28048 = Ft

m x 9.805 = kpa kpa x 0.102 = m

m x 1.45 = psi

Bar x 10.19 = m

Bar x 100 = kpa

m x 0.098 = Bar

psi x 6.895 = kpa

Efficiency

EFF(%) = Q x H x SG

367 x kw(abs)

Q x H x SG367 x Eff(%)

Power

hp x 0.746 = kw kw x 1.340483 = hp

kw abs =

Hz x 120No of Poles

RPM =

RPM x No Of Poles120

Hz =

Q x 353.63(Pipe Dia)²

Velocity m/sec =

Amps x Volts x Power Factor x 1.7321000

kw =

Temperature

Deg.C = (deg.F-32) x 0.556

Deg.F = (1.8 x deg.C) + 32

imp.dia.(mm) x π x N(Rpm)60 x 1000

Peripheral Speed

Peripheral Speed(Impeller) =

QvisCQ

Qw =

C% x %wQw =

Qvis x Hvis x Pvis367 x Eff(%) vis

Pvis =

HvisCH

Hw =

Viscosity

vis Viscous Liquid

w Water

Given: Qvis in m³/h

Hvis in m

kinematic viscosity v in mm²/s

pvis in kg/dm³

08600 RAPID

10 Girder Street • Isando • 1601T: +27 11 573 7400 • F: +27 11 974 8757

www.rapidallweiler.co.za

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