KSB Amacan P 500-270 Installation & Operating Manual page 101

Submersible pump in discharge tube
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Table 43: Dimensions [mm]
Size
d
d
7
8
500-270
400
505
600-350
500
610
1,0
1
2
0,8
h
[m]
V Kr
0,6
0,5
0,4
0,3
0,2
0,1
0,08
0,06
0,05
0,04
0,1
0,2
0,3
Calculation formulas:
H = H
+ ∆ H
geo
v
∆ H
v
H
must be determined for the specific system.
V System
22
Observe this dimension.
23
Value for maximum motor length
9 Related Documents
22)
d
e
9
1
Suction umbrella
d
d
8
650
350
400
800
400
500
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
3
4
5
6
7
Q
m
0,4
0,5 0,6
0,8
1
[
▪ Loss in the elbow h
(see diagram)
V Kr
▪ Loss in the riser (pipe friction)
▪ H
(valves, etc. )
V System
Amacan P
h
l
m
7
min.
9
295
400
720
540
850
830
1
and b
) like t
1
2
2
① - DN
8
9
10
11
12 13
② - DN
③ - DN
14
④ - DN
⑤ - DN
15
⑥ - DN
⑦ - DN
16
⑧ - DN
17
⑨ - DN
⑩ - DN
⑪ - DN
⑫ - DN
⑬ - DN
⑭ - DN
⑮ - DN
⑯ - DN
⑰ - DN
/s
3
]
2
3
4
5
6
22)
n
p
p
t
1
2
3
950
650
750
200
1060
760
860
320
= 200 mm
2
= 250 mm
2
= 300 mm
2
= 350 mm
2
= 400 mm
2
= 500 mm
2
= 600 mm
2
= 700 mm
2
= 800 mm
2
= 900 mm
2
= 1000 mm
2
= 1100 mm
2
= 1200 mm
2
= 1300 mm
2
= 1400 mm
2
= 1500 mm
2
= 1600 mm
2
101 of 112
t
4
23)
min.
1700
2000

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