KSB Amacan P 1000-700, Инструкция по установке и эксплуатации

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Amacan P
Table 53: Dimensions [mm]
Size d
7
d
8
d
9
e
1
18) h
7
l
min.
m 17) m
1
17) n 17) p
1
17) p
2
17) t
3
18) t
4 min.
19) t
5 min.
17)
Without
suction
umbrella
d
8
With
suction
umbrella
d
9
700 - 470 600 710 1100 450 650 420 1050 1170 455 1260 960 1060 380 2400 770
800 - 540 680 810 1250 500 700 525 1300 1270 505 1375 1075 1175 440 2450 835
900 - 540 700 910 1250 550 700 515 1300 1380 560 1480 1180 1280 440 2650 925
1000 - 700 880 1015 1600 600 900 765 1700 1520 625 1620 1280 1380 560 3250 980
1200 - 870 1070 1220 2000 700 1100 1000 2100 1720 725 1850 1510 1610 680 4000 1100
1500 - 1060 1330 1520 2450 850 1300 1460 2650 2050 895 2180 1840 1940 860 4050 1300
1600 - 1060 1420 1620 2450 900 1300 1230 2600 2170 965 2280 1940 2040 860 4450 1380
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
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)
H
V ges.
comprises:
▪
Elbow
▪ Discharge pipe length = 5 x DN
2
▪ Swing check valve
▪
Outlet losses v
2
/2g
18) Always observe this dimension.
19) Value for maximum motor length