KSB Amacan S 1000-600, Installation & Operating Manual

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Amacan S
1589.837/01-EN
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.
Minimum water level diagram
Open chamber
4000
3000
1600
1200
1000
500
400
2000
t
1
[mm]
0,1 0,2 0,5 1 1,5 2 3 4 5 6 8
Q [m 3 /s]
d
8
d
9
Minimum water level
d
8
= Design: without suction umbrella (standard)
d
9
= Design: with suction umbrella