KSB Amacan S 1000-600, Installation & Operating Manual

Page: 112 / 126

9 Related Documents
112 of 126
Amacan S
1589.837/01-EN
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
Minimum water level diagram
Covered chamber
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 [m
3
/s]
Minimum water level