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Amacan K
1579.807/07-EN
Table 73:
Dimensions [mm]
Size
D
DN
2 min
DN
2 max
a
a
1
19)
a
2
19)
a
3
19)
d
7
e
1
20)
m
19)
m
1
19)
n
19)
700-330
711
300
600
650
1120
870
430
570
430
1170
455
1160
800-400
813
400
700
700
1220
970
480
656
480
1270
505
1260
800-401
813
400
700
700
1220
970
480
656
480
1270
505
1260
1000-420
1016
600
900
810
1430
1160
580
856
600
1520
625
1480
1000-421
1016
600
900
810
1430
1160
580
856
600
1520
625
1480
1000-500
1016
600
900
810
1430
1160
580
856
600
1520
625
1480
1200-630
1220
900
1200
910
1630
1360
680
1015
700
1720
725
1850
Table 74:
Dimensions [mm]
Size
p
1
19)
p
2
19)
s
1 min
s
2 min
t
2
20)
t
3
t
4 min
21)
t
5 min
19)
700-330
860
960
8
1150
330
200
2450
720
800-400
960
1060
8
1400
410
250
2500
770
800-401
960
1060
8
1400
410
250
2500
770
1000-420
1180
1280
10
1600
435
250
2700
925
1000-421
1180
1280
10
1600
435
250
2700
925
1000-500
1180
1280
10
1800
480
300
2950
925
1200-630
1510
1610
12
2250
585
350
3500
1100
Permissible deviations:
▪
Tolerances in building construction to DIN 18202, Part 4, Group B
▪
Welded design: B/F to DIN EN ISO 13920
▪
Tolerances for conical seat (detailed view Y): ISO 2768-mH
▪
Discharge flanges to DIN EN 1092-1 PN6 / DIN EN 1092-2 PN6
Loss diagram
0,1
0,2
0,3
0,4 0,5 0,6
0,8 1
2
3
4
5
6
Q [m
3
/s]
0,1
0,2
0,3
0,4
0,5
0,6
0,8
1,0
2,0
H
V ges
[m]
2,5
1
2
3
4
5
6
7
8
9
11 12
13
14
15
16
17
10
8
①
- DN
2
= 200 mm
②
- DN
2
= 250 mm
③
- DN
2
= 300 mm
④
- DN
2
= 350 mm
⑤
- DN
2
= 400 mm
⑥
- DN
2
= 500 mm
⑦
- DN
2
= 600 mm
⑧
- DN
2
= 700 mm
⑨
- DN
2
= 800 mm
⑩
- DN
2
= 900 mm
⑪
- DN
2
= 1000 mm
⑫
- DN
2
= 1100 mm
⑬
- DN
2
= 1200 mm
⑭
- DN
2
= 1300 mm
⑮
- DN
2
= 1400 mm
⑯
- DN
2
= 1500 mm
⑰
- DN
2
= 1600 mm
Calculation formulas:
H = H
geo
+ ∆ H
v
∆ H
v
- Loss in the riser (pipe friction)
- H
v ges.
(see diagram)
19
Designed for DN2 max
20
Observe this dimension.
21
Value for maximum motor length