KSB Amacan P 1000-700, Installation & Operating Manual

Page: 119 / 132

9 Related Documents
119 of 132
Amacan P
Table 57: Dimensions [mm]
Size d
7
d
8
d
9
e
1
25) h
7
l
min.
m n p
1
p
2
t
3
25) t
4 min.
26)
Without
suction
umbrella
d
8
With suction
umbrella
d
9
700 - 470 600 710 1100 450 650 420 1050 930 1160 860 960 380 2400
800 - 540 680 810 1250 500 700 525 1300 1030 1260 960 1060 440 2450
900 - 540 700 910 1250 550 700 515 1300 1130 1360 1060 1160 440 2650
1000 - 700 880 1015 1600 600 900 765 1700 1240 1500 1160 1260 560 3250
1200 - 870 1070 1220 2000 700 1100 1000 2100 1440 1700 1360 1460 680 4000
1500 - 1060 1330 1520 2450 850 1300 1460 2650 1760 2010 1670 1770 860 4050
1600 - 1060 1420 1620 2450 900 1300 1230 2600 1870 2130 1770 1870 860 4450
t
2
= 1.1 x water level, maximum 2 x t
1
Height of corner lining (b
1
and b
2
) like t
2
Permissible tolerances:
▪ 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
h
V Kr
[m]
0,1 0,2 0,3 0,4 0,5 0,6 0,8 1 2 3 4 5 6
Q
[
m 3 /s
]
0,04
0,05
0,06
0,08
1,0
0,8
0,6
0,5
0,4
0,3
0,2
0,1
1 2 3 4 5 6 7 8 9
11 12 13
14
15
16
17
10
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 elbow h
V Kr
(see diagram)
▪ Loss in the riser (pipe friction)
▪
H
V System
(valves, etc. )
H
V System
must be determined for the specific system.
25) Always observe this dimension.
26) Value for maximum motor length