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2,5
3
1
2
2,0
H
[m]
V ges
1,0
0,8
0,6
0,5
0,4
0,3
0,2
0,1
0,1
0,2
0,3
Calculation formulas:
H = H
+ ∆ H
geo
v
∆ H
v
H
comprises:
V ges.
9 Related Documents
Permissible tolerances:
▪ Tolerances in building construction to DIN 18202, Part 4, Group B
▪ Welded construction: B/F to DIN EN ISO 13920
▪ Tolerances for conical seat (detail Y): ISO 2768-mH
▪ Discharge flanges to DIN EN 1092-1 PN6 / DIN EN 1092-2 PN6
Loss diagram
4
5
6
7
8
9
0,4 0,5 0,6
0,8 1
2
Q [m
3
/s]
- Loss in the riser (pipe friction)
- H
(see diagram)
v ges.
▪ Elbow
▪ Discharge pipe length = 5 x DN
▪ Swing check valve
2
▪ Outlet losses v
/2g
Minimum water level diagram
Covered intake chamber
t
[mm]
1
4000
3000
2500
2000
1600
1200
1000
800
2
600
1
500
400
0,1
0,2
0,3 0,4
Amacan P
11 12
10
14
16
13
15
17
3
4
5
6
8
2
Key
1 - Amacan P 500-270
2 - Amacan P 600-350
0,6 0,8
1
Q [m
/s]
3
① - DN
= 200 mm
2
② - DN
= 250 mm
2
③ - DN
= 300 mm
2
④ - DN
= 350 mm
2
⑤ - DN
= 400 mm
2
⑥ - DN
= 500 mm
2
⑦ - DN
= 600 mm
2
⑧ - DN
= 700 mm
2
⑨ - DN
= 800 mm
2
⑩ - DN
= 900 mm
2
⑪ - DN
= 1000 mm
2
⑫ - DN
= 1100 mm
2
⑬ - DN
= 1200 mm
2
⑭ - DN
= 1300 mm
2
⑮ - DN
= 1400 mm
2
⑯ - DN
= 1500 mm
2
⑰ - DN
= 1600 mm
2
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