KSB Amacan P 500-270 Installation & Operating Manual page 96

Submersible pump in discharge tube
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Table 39: Dimensions [mm]
Size
d
d
d
7
8
9
500-270
400 505 650
600-350
500 610 800
2,5
3
1
2
2,0
H
[m]
V ges
1,0
0,8
0,6
0,5
0,4
0,3
0,2
0,1
0,1
0,2
0,3
Calculation formulas:
H = H
+ ∆ H
geo
v
∆ H
v
H
comprises:
V ges.
15
Observe this dimension.
16
Value for maximum motor length
96 of 112
9 Related Documents
e
15)
h
1
7
Suction umbrella
d
d
8
9
350
400
295 400
400
500
540 850
t
= 1.1 × water level, maximum 2 × t
2
Height of corner lining (b
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
▪ Discharge flanges to DIN EN 1092-1 PN6 / DIN EN 1092-2 PN6
Loss diagram
4
5
6
7
8
9
0,4 0,5 0,6
0,8 1
2
Q [m
3
/s]
- Loss in the riser (pipe friction)
- H
(see diagram)
v ges.
▪ Elbow
▪ Discharge pipe length = 5 x DN
▪ Swing check valve
2
▪ Outlet losses v
/2g
Amacan P
l
m
14)
m
14)
n
14)
min.
1
930
350
1060
1050
405
1160
1
and b
) like t
1
2
2
11 12
10
14
16
13
15
17
3
4
5
6
8
2
p
14)
p
14)
t
15)
t
16)
1
2
3
4 min.
760
860
200
1700
860
960
320
2000
① - DN
= 200 mm
2
② - DN
= 250 mm
2
③ - DN
= 300 mm
2
④ - DN
= 350 mm
2
⑤ - DN
= 400 mm
2
⑥ - DN
= 500 mm
2
⑦ - DN
= 600 mm
2
⑧ - DN
= 700 mm
2
⑨ - DN
= 800 mm
2
⑩ - DN
= 900 mm
2
⑪ - DN
= 1000 mm
2
⑫ - DN
= 1100 mm
2
⑬ - DN
= 1200 mm
2
⑭ - DN
= 1300 mm
2
⑮ - DN
= 1400 mm
2
⑯ - DN
= 1500 mm
2
⑰ - DN
= 1600 mm
2
t
14)
5 min.
670
720

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