KSB Amacan S 1000-600, Installation & Operating Manual

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Amacan S
1589.837/01-EN
Size D b b
1
b
2
d
7
d
8
d
10
d
12
e
1
13)
1000-600 1016 1500 300 600 800 820 860 1070 450
1000-615 1016 1800 360 720 780 1000 1040 1070 520
1000-620 1016 1250 250 500 770 790 830 1070 415
1000-655 1016 1800 360 720 920 1000 1040 1070 520
1300-820 1320 2300 460 920 1080 1300 1360 1380 680
Table 45: Dimensions [mm]
Size e
2
h
7
l
min
m p
1
p
2
t
3
13)
t
4 min
14)
t
9
800-535 750 325 1500 910 1000 740 380 2800 570
850-535 750 325 1500 980 1050 790 380 3210 570
850-550 750 375 1500 980 1050 790 380 3250 570
900-600 750 415 1500 1050 1120 860 380 3200 570
900-615 900 420 1800 1050 1120 860 440 3200 660
900-620 625 365 1250 1050 1120 860 320 3200 470
1000-600 750 415 1500 1150 1220 960 380 3650 570
1000-615 900 420 1800 1150 1220 960 440 3650 660
1000-620 625 365 1250 1150 1220 960 320 3650 470
1000-655 900 515 1800 1150 1220 960 440 3750 660
1300-820 1150 545 2300 1460 1520 1260 560 3900 850
Permissible tolerances:
▪ Tolerances in building construction to DIN 18202, Part 4, Group B
▪ Welded construction: B/F to DIN EN ISO 13920
▪
Tolerances for conical seat (detail Y): ISO 2768-mH
Loss diagram
D
D
A
h
ü
7°
Overflow head
h
ü
0,1 0,2 0,3 0,4 0,5 0,6 0,8 1 2 3 4 5 6
0,1
0,2
0,3
0,4
0,5
0,6
0,8
1
2
h
ü
[m]
Q [m 3 /s]
D
A
= 400 mm
D
A
= 600 mm
D
A
= 800 mm
D
A
= 1000 mm
D
A
= 1200 mm
D
A
= 1400 mm
D
A
= 1600 mm
D
A
= 1800 mm
D
A
= 2000 mm
D
A
= 2200 mm
Loss diagram
Calculation formulas:
H = H
geo
+ ∆ H
v
∆ H
v
▪
Overflow head h
ü
(see diagram)
▪ Loss in the riser (pipe friction)
▪ Outlet loss v
2
/2 g (v refers to D
A
)
Overflow head h
ü
depends on Q and the discharge diameter D
A
. The characteristic
curve values only apply to unimpeded outlet in all directions; otherwise they are
approximate values only.
14 Value for maximum motor length