KSB Amacan P 1000-700, Installation & Operating Manual

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Amacan P
Size e
1
28) e
2
h
7
l
min.
m n p
1
p
2
t
3
28) t
4 min.
29) t
9
900 - 540 519 900 515 1800 1130 1360 1060 1160 440 2650 660
1000 - 700 673 1150 765 2300 1240 1500 1160 1260 560 3250 850
1200 - 870 833 1400 1000 2800 1440 1700 1360 1460 680 4000 1050
1500 - 1060 1048 1750 1460 3500 1760 2010 1670 1770 860 4050 1320
1600 - 1060 1048 1750 1230 3500 1870 2130 1770 1870 860 4450 1320
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 ISO 7005/2, DIN 2501 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.