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

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Amacan P
Size h
a
h
7
l
min.
m p
1
p
2
t
3
14) t
4 min.
15) t
9
1000 - 700 100 765 2300 1150 1220 960 560 3050 850
1200 - 870 100 1000 2800 1360 1420 1160 680 3750 1050
1500 - 1060 100 1460 3500 1680 1750 1480 860 3900 1320
1600 - 1060 100 1230 3500 1780 1850 1580 860 4350 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
Loss diagram
D
D
A
h
ü
7°
Overflow head
h
ü
0,1 0,2 0,3 0,4 0,5 0,6 0,8 1 2 3 4 5 6
0,1
0,2
0,3
0,4
0,5
0,6
0,8
1
2
h
ü
[m]
Q [m
3
/s]
D
A
= 400 mm
D
A
= 600 mm
D
A
= 800 mm
D
A
= 1000 mm
D
A
= 1200 mm
D
A
= 1400 mm
D
A
= 1600 mm
D
A
= 1800 mm
D
A
= 2000 mm
D
A
= 2200 mm
Loss diagram
Calculation formulas:
H = H
geo
+ ∆ H
v
∆ H
v
▪
Overflow head h
ü
(see diagram)
▪ Loss in the riser (pipe friction)
▪ Outlet loss v
2
/2 g (v refers to D
A
)
Overflow head h
ü
depends on Q and the discharge diameter D
A
. The characteristic
curve values only apply to unimpeded outlet in all directions; otherwise they are
approximate values only.
Minimum water level diagram
Covered intake chamber Key
4000
3000
2500
1600
1200
1000
900
800
700
600
500
400
0,1 0,2 0,3 0,4 0,5 0,6 0,8 1 1,5 2,5 3 4 5 6 7 8 2
2000
t1 [mm]
Q [m3/s]
5
4
3
6
7
3 - Amacan P 700 - 470
4 - Amacan P 800/900 - 540
5 - Amacan P 1000 - 700
6 - Amacan P 1200 - 870
7 - Amacan P 1500/1600 - 1060