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1,0
1
2
0,8
h
[m]
V Kr
0,6
0,5
0,4
0,3
0,2
0,1
0,08
0,06
0,05
0,04
0,1
0,2
0,3
Calculation formulas:
H = H
+ ∆ H
geo
v
∆ H
v
H
must be determined for the specific system.
V System
104 of 112
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
3
4
5
6
7
Q
m
0,4
0,5 0,6
0,8
1
[
▪ Loss in the elbow h
(see diagram)
V Kr
▪ Loss in the riser (pipe friction)
▪ H
(valves, etc. )
V System
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
① - DN
8
9
10
11
12 13
② - DN
③ - DN
14
④ - DN
⑤ - DN
15
⑥ - DN
⑦ - DN
16
⑧ - DN
17
⑨ - DN
⑩ - DN
⑪ - DN
⑫ - DN
⑬ - DN
⑭ - DN
⑮ - DN
⑯ - DN
⑰ - DN
/s
3
]
2
3
4
5
6
Key
1 - Amacan P 500-270
2 - Amacan P 600-350
0,6 0,8
1
Q [m
3
/s]
= 200 mm
2
= 250 mm
2
= 300 mm
2
= 350 mm
2
= 400 mm
2
= 500 mm
2
= 600 mm
2
= 700 mm
2
= 800 mm
2
= 900 mm
2
= 1000 mm
2
= 1100 mm
2
= 1200 mm
2
= 1300 mm
2
= 1400 mm
2
= 1500 mm
2
= 1600 mm
2
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