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Amacan P
9.6.4 Installation type CG
1
2
3
4
H
g
e
o
d
10
X
e
2
a
A
A
B
B
t
1
t
9
t
3
t
4
t
5
h
7
D
N
2
D
45
°
e
1
l
b
2
b
1
b
0 - 90°
v
max.
= 1 m/s
Y
5
B - B
①
: Vent line
②
: Minimum water level (values see diagram on the following pages)
③
: Flow-straightening vane (
ð
Section 9.6.7, Page 124)
④
: Approach flow
⑤
: Connect the discharge pipe to the pump without transmitting any stresses or
strains.
a
3
a
1
a
2
p
1
p
2
200
200
Foundation recesses
20)
200
300
2
5
0
Section A - A:
m
m
1
n
Detailed view X
:
Support plate of the discharge
tube
Drawing: without pump
d
7
h
7
Y
45
°
d
8
Detailed view Y
:
seating ring
Table 54:
Dimensions [mm]
Size
DN
2 min.
DN
2 max.
D
a
a
1
21)
a
2
21)
a
3
21)
b
b
1
b
2
d
7
d
8
d
10
700 - 470
400
700
711
650
1120
870
430
1500
300
600
600
710
740
800 - 540
500
800
813
700
1220
970
480
1800
360
720
680
810
860
900 - 540
600
900
914
760
1320
1070
530
1800
360
720
700
910
960
1000 - 700
700
1000
1016
810
1430
1160
580
2300
460
920
880
1015
1080
1200 - 870
900
1200
1220
910
1630
1360
680
2800
560
1120
1070
1220
1290
1500 - 1060
1200
1500
1524
1060
1960
1690
850
3500
700
1400
1330
1520
1600
1600 - 1060
1300
1600
1625
1110
2080
1810
920
3500
700
1400
1420
1620
1700
20)
All dimensions for foundation recesses apply to discharge tube design without intermediate flange.
21)
Designed for DN 2 max.
22)
Always observe this dimension.
23)
Value for maximum motor length