Submersible Pump in Discharge Tube

AmaCan D

60 Hz

General Arrangement
Drawings
Legal information/Copyright
General Arrangement Drawings AmaCan D

All rights reserved. The contents provided herein must neither be distributed, copied, reproduced,
edited or processed for any other purpose, nor otherwise transmitted, published or made available to a
third party without the manufacturer's express written consent.
Subject to technical modification without prior notice.

© KSB SE & Co. KGaA, Frankenthal 2023-12-07

 Contents

Contents
Water Applications: Water Transport / Waste Water Transport, Flood Protection..................................... 4
Submersible Pump in Discharge Tubes ..................................................................................................................................... 4
AmaCan D............................................................................................................................................................................. 4
Designation .................................................................................................................................................................... 4
Design and selection information................................................................................................................................. 5
Installation types ............................................................................................................................................................ 6
General arrangement drawings [inch].......................................................................................................................... 7
Installation types BU/BUS......................................................................................................................................... 7
Installation type BG................................................................................................................................................ 11
Installation types CU/CUS....................................................................................................................................... 14
Installation type CG................................................................................................................................................ 18
Installation types DU/DUS...................................................................................................................................... 21
Installation type DG ............................................................................................................................................... 24
Dimensions of the flow-straightening vane......................................................................................................... 26
General arrangement drawings [mm] ........................................................................................................................ 29
Installation types BU/BUS....................................................................................................................................... 29
Installation type BG................................................................................................................................................ 32
Installation types CU/CUS....................................................................................................................................... 35
Installation type CG................................................................................................................................................ 38
Installation types DU/DUS...................................................................................................................................... 41
Installation type DG ............................................................................................................................................... 44
Dimensions of the flow-straightening vane......................................................................................................... 46

3
 Water Applications: Water Transport / Waste Water Transport, Flood Protection
Submersible Pump in Discharge Tubes

Water Applications: Water Transport /

Waste Water Transport, Flood Protection
Submersible Pump in Discharge Tubes

AmaCan D

Designation

Example: AmaCan DB3 600-420 / 130 4 UTG1 IE3

Table 1: Designation key

Code Description
AmaCan Type series
D Impeller type
D Open mixed-flow multi-vane impeller
B Impeller variant
A
B
3 Number of vanes
2
3
600 Nominal diameter of the discharge tube [mm]
420 Nominal impeller diameter [mm]
130 Motor size
4 Number of motor poles
UT Motor version
UT Not explosion-proof
XT Explosion-proof, XP CLASS I, DIV. 1 GROUPS C&D T3
G1 Material variant
G1 Gray cast iron, standard material variant
G2 Gray cast iron, casing wear ring made of stainless steel
G3 Gray cast iron with Zn anodes, casing wear ring made of stainless steel,
shaft made of stainless steel 1.4057
IE3 Motor efficiency classification1)
-2) No efficiency classification
IE3 Premium Efficiency
1581.396/01-EN-US

1 The IEC 60034-30 standard is not binding for submersible motor pumps. Efficiencies are calculated / determined by analogy
with the measurement method specified in IEC 60034-2. The marking is used for submersible motors that achieve efficiency
levels similar to those of standardized motors acc. to the IEC 60034-30 standard.
2 Blank

4 AmaCan D
 Water Applications: Water Transport / Waste Water Transport, Flood Protection
Submersible Pump in Discharge Tubes

Design and selection information Inlet losses, riser losses and elbow losses
Losses are caused by the inlet, riser and elbow (and/or free
Information for pump selection discharge).
The guaranteed point of submersible pumps in discharge tubes ▪ Losses in the riser up to the indicated reference level (1.65
is measured at a head of 1.65 ft [0.5 m] above the motor. The ft [0.5 m] above the motor) are taken into account in the
documented characteristic curves refer to this data. This must documented characteristic curves.
be taken into account when calculating system losses. The ▪ Inlet losses and elbow losses are system losses. These losses
indicated heads and performance data apply to pumped fluids must be taken into account for selection.
with a density ρ = 7.48 lbs/ft3 [1 kg/dm3] and a kinematic
viscosity ν of up to 20 mm2/s. ▪ For information on structural requirements, pump
installation and pump sump design please refer to the KSB
▪ Adjust the power input to the density of the fluid know-how brochure "Planning Information for Amacan
handled: Submersible Pumps in Discharge Tubes" 1579.025.
P2 (required) = ρ [kg/dm3] (fluid handled) × P2
(documented)
▪ Select the operating point with the largest power input
within an operating range. Select a motor size providing a
power reserve to compensate for the tolerances in the
system characteristic / pump characteristic.

Table 2: Recommended motor power reserve3)

P2 Reserve
[hp] [kW] Mains operation With frequency inverter
≤ 40 ≤ 30 10 % 15 %
> 40 > 30 5% 10 %

Intake chamber
Determine the minimum water level t1min (diagram in general
arrangement drawing):
The minimum water level t1min is the water level required in the
pump's suction chamber to ensure the following:
▪ The hydraulic system (propeller) is sufficiently submerged
(shown in diagram depending on pump size).
▪ The pump does not draw in air-entraining vortices (shown
in diagram depending on flow rate).
▪ The hydraulic system is free from cavitation (check against
the NPSHrequired value in the technical literature. The
following conditions must be met:
– NPSHavailable > NPSHrequired + safety allowance
– NPSHavailable = 10.0 + (t1 - t3 - h7/2)
– Safety allowance:
up to Qopt ⇒1.65 ft [0.5 m]
larger than Qopt ⇒ 3.3 ft [1.0 m]

Head (H)
The total pump head is composed as follows:
H = Hgeo + Δ HV
Hgeo (static head)
▪ Without discharge elbow: difference between suction-side
water level and overflow edge
▪ With discharge elbow: difference between suction-side
and discharge-side water level
Δ HV (losses in the system)
▪ Starting 1.65 ft [0.5 m] downstream of the pump: e.g. pipe
friction, elbow, swing check valve, etc.
1581.396/01-EN-US

3 If larger power reserves are stipulated by local regulations, these larger reserves must be provided.

AmaCan D 5
 Water Applications: Water Transport / Waste Water Transport, Flood Protection
Submersible Pump in Discharge Tubes

Installation types
Table 3: Overview of installation types

BU4)/BUS5) discharge tube CU4)/CUS5) discharge tube DU4)/DUS5) discharge tube

Overflow design with open intake chamber Design with underfloor discharge line for in- Design with above floor discharge
stallation in open intake chamber nozzle for installation in open intake
chamber

BG4) discharge tube CG4) discharge tube DG4) discharge tube

Overflow design for installation in covered Design with underfloor discharge line for in- Design with above floor discharge
intake chamber for low suction-side water stallation in covered intake chamber for low nozzle for installation in covered in-
levels suction-side water levels take chamber for low suction-side
water levels

1581.396/01-EN-US

4 Design without suction umbrella

5 Design with suction umbrella

6 AmaCan D
 Water Applications: Water Transport / Waste Water Transport, Flood Protection
Submersible Pump in Discharge Tubes

General arrangement drawings [inch]

Installation types BU/BUS

X

d12
P2
hü
3 15/16
3 15/16 P2
Hgeo

D
P1

Foundation recesses6)
A-A

t4

3 15/16

13 3/4
1
t2

Y
B B
h7
t1

m
t3

d8
A
4 d9

B-B
e1 A
l
Detail X:
Support plate of the discharge tube
Drawing: without pump
Y
s1
3 2 45°
b

h7
b1

0 - 10°
vmax. = 3.3 ft/s d7

b2 Detail Y:
Seating ring
①: Minimum water level (values see diagram on the following pages)
②: Flow-straightening vane (ð Page 26)
③: Approach flow
④: Suction umbrella; option to avoid the minimum water level t1

Table 4: Dimensions [inch]

Size D b b1 b2 d7 d8 d9 d12
Suction umbrella Suction umbrella
✘ ✓ ✘ ✓
1581.396/01-EN-US

d8 d9 d8 d9
600-390 24 39 3/8 7 7/8 – 7 7/8 – 21 1/2 24 35 3/7 25 3/5
600-420 24 49 1/5 9 5/6 – 9 5/6 – 20 6/7 24 35 3/7 25 3/5
700-390 28 39 3/8 7 7/8 – 7 7/8 – 21 1/2 24 35 3/7 29 1/2
700-420 28 49 1/5 9 5/6 – 9 5/6 – 20 6/7 24 35 3/7 29 1/2
700-460 28 49 1/5 9 5/6 – 9 5/6 – 24 4/5 28 41 1/3 29 1/2
800-460 32 49 1/5 9 5/6 – 9 5/6 – 24 4/5 28 41 1/3 33 1/2

6 All dimensions for foundation recesses apply to discharge tube design without intermediate flange.

AmaCan D 7
 Water Applications: Water Transport / Waste Water Transport, Flood Protection
Submersible Pump in Discharge Tubes

Size D b b1 b2 d7 d8 d9 d12
Suction umbrella Suction umbrella
✘ ✓ ✘ ✓
d8 d9 d8 d9
800-580 32 59 11 4/5 – 11 4/5 – 28 1/3 31 8/9 51 1/6 33 1/2
900-630 36 59 11 4/5 – 11 4/5 – 32 2/7 35 5/6 51 1/6 38 1/5
900-650 36 70 6/7 14 1/6 – 14 1/6 – 31 1/2 35 5/6 59 38 1/5

Table 5: Dimensions [inch]

Size e17) h7 ha lmin. m p1 p2 s1 t37) t4 min.8)

Suction umbrella
✘ ✓
d8 d9
600-390 15 3/4 21 1/4 20 4 22 5/6 27 5/9 31 1/2 21 1/4 2/7 11 98 3/7
600-420 15 3/4 21 1/4 18 8/9 4 33 1/2 27 5/9 31 1/2 21 1/4 2/7 10 5/8 96 1/2
700-390 15 3/4 21 1/4 20 4 22 5/6 31 1/2 35 3/7 25 1/5 1/3 11 110 1/4
700-420 15 3/4 21 1/4 18 8/9 4 33 1/2 31 1/2 35 3/7 25 1/5 1/3 10 5/8 110 1/4
700-460 17 5/7 24 2/5 21 1/4 4 33 1/2 31 1/2 35 3/7 25 1/5 1/3 12 3/5 108 1/4
800-460 17 5/7 24 2/5 21 1/4 4 33 1/2 35 5/6 39 3/8 29 1/7 1/3 12 3/5 124
800-580 19 2/3 29 1/2 24 3/5 4 39 3/8 35 5/6 39 3/8 29 1/7 1/3 15 110 1/4 9)
124 10)
900-630 21 2/3 29 1/2 22 2/3 4 39 3/8 41 1/3 44 33 6/7 1/3 16 1/2 126
900-650 21 2/3 33 1/2 26 3/8 4 51 1/6 41 1/3 44 33 6/7 1/3 16 1/2 124

t2 = 1.1 x water level, maximum 2 x t1

Height of corner lining (b1 and b2) like t2
Permissible dimensional 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
DA 7.0 ① - DA = 15 3/4 inches
6.0 ①
hü

5.0 ② - DA = 23 5/8 inches

②
7° 4.0
③ - DA = 31 1/2 inches
④ - DA = 39 3/8 inches
3.0
⑤ - DA = 47 1/4 inches
⑥ - DA = 55 1/8 inches
D 2.0
⑦ - DA = 63 inches
⑧ - DA = 70 7/8 inches
hü [ft]
⑨ - DA = 78 3/4 inches
1.0 ⑩ - DA = 86 5/8 inches

0.5
0.4
⑩
0.3
1600 2000 3000 4000 5000 10000 20000 30000 40000 50000 100000
Q [US.gpm]
1581.396/01-EN-US

Illustration of the Loss diagram

overflow head hü

7 Observe this dimension.

8 Dimension for maximum motor length
9 Up to motor sizes 205 6 and 160 8
10 From motor sizes 250 6 and 205 8

8 AmaCan D
 Water Applications: Water Transport / Waste Water Transport, Flood Protection
Submersible Pump in Discharge Tubes

Calculation formulas:
H = Hgeo + ∆ Hv
∆ Hv ▪ Overflow head hü (see diagram)
▪ Loss in the riser (pipe friction)
▪ Outlet loss v2 / 2g (v refers to DA)
Overflow head hü depends on Q and the discharge design ∅ DA. The characteristic curve values only apply to unimpeded outlet in
all directions; otherwise they are approximate values only.

Minimum water level diagrams

t 1 [inches]
200
180
160
140
120

100

80

60 5
6
50 4
3
40 1&2

30

25

20
2 3 5 7 10 14 20 25 30 50 80 100 120
Q [1000*US.gpm]
Fig. 1: Open intake chamber, design without suction umbrella Ø d8
1581.396/01-EN-US

AmaCan D 9
 Water Applications: Water Transport / Waste Water Transport, Flood Protection
Submersible Pump in Discharge Tubes

t 1 [inches]
200
180
160
140
120

100

80

60 5
6
50 4
3
40 1&2

30

25

20
2 3 5 7 10 14 20 25 30 50 80 100 120
Q [1000*US.gpm]
Fig. 2: Open intake chamber, design with suction umbrella Ø d9
1 AmaCan D 600/700 - 390 4 AmaCan D 800 - 580
2 AmaCan D 600/700 - 420 5 AmaCan D 900 - 630
3 AmaCan D 700/800 - 460 6 AmaCan D 900/1000 - 650

1581.396/01-EN-US

10 AmaCan D
 Water Applications: Water Transport / Waste Water Transport, Flood Protection
Submersible Pump in Discharge Tubes

Installation type BG
X

d12
P2
hü
3 15/16 P2
P1

3 15/16
D
Foundation recesses11)
Hgeo

A-A

3 15/16

13 3/4
t4
1

45°
B B

t 3 h7
m
t1

t9

d10 A
e2

A
B-B Detail X:
Support plate of the discharge tube
l e1 Drawing: without pump
Y
s1

45°
3 2

h7
d7
0 - 90° d8
b1

vmax. = 3.3 ft/s b2

Detail Y:
①: Minimum water level (values see diagrams on the following pages) Seating ring
②: Flow-straightening vane (ð Page 26)
③: Approach flow

Table 6: Dimensions [inch]

Size D b b1 b2 d7 d8 d10 d12 e112) e2

600-390 24 39 3/8 7 7/8 15 3/4 21 1/2 24 26 25 3/5 13 19 2/3
600-420 24 49 1/5 9 5/6 19 2/3 20 6/7 24 26 25 3/5 14 3/4 24 3/5
700-390 28 39 3/8 7 7/8 15 3/4 21 1/2 24 26 29 1/2 13 19 2/3
700-420 28 49 1/5 9 5/6 19 2/3 20 6/7 24 26 29 1/2 14 3/4 24 3/5
700-460 28 49 1/5 9 5/6 19 2/3 24 4/5 28 30 29 1/2 15 24 3/5
800-460 32 49 1/5 9 5/6 19 2/3 24 4/5 28 30 33 1/2 15 24 3/5
800-580 32 59 11 4/5 23 5/8 28 1/3 31 8/9 33 6/7 33 1/2 17 5/7 29 1/2
900-630 36 59 11 4/5 23 5/8 32 2/7 35 5/6 37 4/5 38 1/5 18 8/9 29 1/2
1581.396/01-EN-US

900-650 36 70 6/7 14 1/6 28 1/3 31 1/2 35 5/6 37 4/5 38 1/5 20 1/2 35 3/7

11 All dimensions for foundation recesses apply to discharge tube design without intermediate flange.
12 Observe this dimension.

AmaCan D 11
 Water Applications: Water Transport / Waste Water Transport, Flood Protection
Submersible Pump in Discharge Tubes

Table 7: Dimensions [inch]

Size ha h7 lmin. m p1 p2 s1 t312) t4 min.13) t9

600-390 4 20 39 3/8 27 5/9 31 1/2 21 1/4 2/7 11 98 3/7 14 3/4
600-420 4 18 8/9 49 1/5 27 5/9 31 1/2 21 1/4 2/7 10 5/8 96 1/2 18 1/2
700-390 4 20 39 3/8 31 1/2 35 3/7 25 1/5 1/3 11 110 1/4 14 3/4
700-420 4 18 8/9 49 1/5 31 1/2 35 3/7 25 1/5 1/3 10 5/8 110 1/4 18 1/2
700-460 4 21 1/4 49 1/5 31 1/2 35 3/7 25 1/5 1/3 12 3/5 108 1/4 18 1/2
800-460 4 21 1/4 49 1/5 35 5/6 39 3/8 29 1/7 1/3 12 3/5 124 18 1/2
800-580 4 24 3/5 59 35 5/6 39 3/8 29 1/7 1/3 15 110 1/4 14) 22 4/9
124 15)
900-630 4 22 2/3 59 41 1/3 44 33 6/7 1/3 16 1/2 126 22 4/9
900-650 4 26 3/8 70 6/7 41 1/3 44 33 6/7 1/3 16 1/2 124 26

Permissible dimensional 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
DA 7.0 ① - DA = 15 3/4 inches
6.0 ①
hü

5.0 ② - DA = 23 5/8 inches

②
7° 4.0
③ - DA = 31 1/2 inches
④ - DA = 39 3/8 inches
3.0
⑤ - DA = 47 1/4 inches
⑥ - DA = 55 1/8 inches
D 2.0
⑦ - DA = 63 inches
⑧ - DA = 70 7/8 inches
hü [ft]
⑨ - DA = 78 3/4 inches
1.0 ⑩ - DA = 86 5/8 inches

0.5
0.4
⑩
0.3
1600 2000 3000 4000 5000 10000 20000 30000 40000 50000 100000
Q [US.gpm]
Illustration of the Loss diagram
overflow head hü

Calculation formulas:
H = Hgeo + ∆ Hv
∆ Hv ▪ Overflow head hü (see diagram)
▪ Loss in the riser (pipe friction)
▪ Outlet loss v2 / 2g (v refers to DA)
Overflow head hü depends on Q and the discharge design ∅ DA. The characteristic curve values only apply to unimpeded outlet in
all directions; otherwise they are approximate values only.
1581.396/01-EN-US

13 Dimension for maximum motor length

14 Up to motor sizes 205 6 and 160 8
15 From motor sizes 250 6 and 205 8

12 AmaCan D
 Water Applications: Water Transport / Waste Water Transport, Flood Protection
Submersible Pump in Discharge Tubes

Minimum water level diagrams

t 1 [inches]
200
180
160 1
140 2
3
120 4
5
100
6

80

4
60 5
6
50 4
3
40 1&2

30

25

20
2 3 5 7 10 14 20 25 30 50 80 100 120
Q [1000*US.gpm]
Fig. 3: Covered intake chamber
1 AmaCan D 600/700 - 390 4 AmaCan D 800 - 580
2 AmaCan D 600/700 - 420 5 AmaCan D 900 - 630
3 AmaCan D 700/800 - 460 6 AmaCan D 900/1000 - 650
1581.396/01-EN-US

AmaCan D 13
 Water Applications: Water Transport / Waste Water Transport, Flood Protection
Submersible Pump in Discharge Tubes

Installation types CU/CUS

X 7 7 /8 a2 7 7/8
A 5

a3

t5
A

DN2

p1
p2
a1

a
Hgeo
1 D
Foundation recesses16)
A -- A
2

t4
11 13/16

9 13/16
Y
t2

B B

h7
t1

t3
7 7/8
d8
d9
6

n
B-B
l e1 m1

m
Detail X:
Support plate of the discharge tube
4 3 Drawing: without pump
b

Y
s1
b1

45°
0 - 10°
vmax. = 3.3 ft/s
h7

b2
d7
①: Vent line
②: Minimum water level (values see diagram on the following pages)
③: Flow-straightening vane (ð Page 26) Detail Y:
④: Approach flow Seating ring
⑤: Connect the discharge pipe to the discharge tube without transmitting any stresses or
strains.
⑥: Suction umbrella; option for reducing the minimum water level t1

Table 8: Dimensions [inch]

Size DN2 DN2 D a a1 17) a2 17) a3 17) b b1 b2

min. max. Suction umbrella Suction umbrella
✘ ✓ ✘ ✓
d8 d9 d8 d9
1581.396/01-EN-US

600-390 13 7/9 23 5/8 24 22 5/6 39 3/8 29 1/2 15 39 3/8 7 7/8 - 7 7/8 -

600-420 13 7/9 23 5/8 24 22 5/6 39 3/8 29 1/2 15 49 1/5 9 5/6 - 9 5/6 -
700-390 15 3/4 27 5/9 28 25 3/5 44 34 1/4 17 39 3/8 7 7/8 - 7 7/8 -
700-420 15 3/4 27 5/9 28 25 3/5 44 34 1/4 17 49 1/5 9 5/6 - 9 5/6 -
700-460 15 3/4 27 5/9 28 25 3/5 44 34 1/4 17 49 1/5 9 5/6 - 9 5/6 -
800-460 19 2/3 31 1/2 32 27 5/9 48 38 1/5 18 8/9 49 1/5 9 5/6 - 9 5/6 -

16 All dimensions for foundation recesses apply to discharge tube design without intermediate flange.
17 Selected for DN2 max.

14 AmaCan D
 Water Applications: Water Transport / Waste Water Transport, Flood Protection
Submersible Pump in Discharge Tubes

Size DN2 DN2 D a a1 17) a2 17) a3 17) b b1 b2

min. max. Suction umbrella Suction umbrella
✘ ✓ ✘ ✓
d8 d9 d8 d9
800-580 19 2/3 31 1/2 32 27 5/9 48 38 1/5 18 8/9 59 11 4/5 - 11 4/5 -
900-630 23 5/8 35 3/7 36 30 52 42 1/8 20 6/7 59 11 4/5 - 11 4/5 -
900-650 23 5/8 35 3/7 36 30 52 42 1/8 20 6/7 70 6/7 14 1/6 - 14 1/6 -

Table 9: Dimensions [inch]

Size d7 d8 d9 e118) h7 lmin. m 17) m1 17) n 17) p1 17) p2 17) s1 t318) t4 min.19) t5 min.
17)
Suction umbrella
✘ ✓
d8 d9
600-390 21 1/2 24 35 3/7 15 3/4 21 1/4 20 22 5/6 41 1/3 16 45 2/3 33 6/7 37 4/5 2/7 11 104 1/3 28 1/3
600-420 20 6/7 24 35 3/7 15 3/4 21 1/4 18 8/9 33 1/2 41 1/3 16 45 2/3 33 6/7 37 4/5 2/7 10 5/8 102 1/3 28 1/3
700-390 21 1/2 24 35 3/7 15 3/4 21 1/4 20 22 5/6 46 18 49 3/5 37 4/5 41 3/4 1/3 11 116 1/7 30 1/3
700-420 20 6/7 24 35 3/7 15 3/4 21 1/4 18 8/9 33 1/2 46 18 49 3/5 37 4/5 41 3/4 1/3 10 5/8 116 1/7 30 1/3
700-460 24 4/5 28 41 1/3 17 5/7 24 2/5 21 1/4 33 1/2 46 18 49 3/5 37 4/5 41 3/4 1/3 12 3/5 114 1/6 30 1/3
800-460 24 4/5 28 41 1/3 17 5/7 24 2/5 21 1/4 33 1/2 50 19 7/8 54 1/7 42 1/3 46 1/4 1/3 12 3/5 130 32 7/8
800-580 28 1/3 31 8/9 51 1/6 19 2/3 29 1/2 24 3/5 39 3/8 50 19 7/8 54 1/7 42 1/3 46 1/4 1/3 15 116 1/7 20) 32 7/8
130 21)
900-630 32 2/7 35 5/6 51 1/6 21 2/3 29 1/2 22 2/3 39 3/8 54 1/3 22 58 1/4 46 1/2 50 2/5 1/3 16 1/2 131 8/9 36 3/7
900-650 31 1/2 35 5/6 59 21 2/3 33 1/2 26 3/8 51 1/6 54 1/3 22 58 1/4 46 1/2 50 2/5 1/3 16 1/2 130 36 3/7

t2 = 1.1 x water level, maximum 2 x t1

Height of corner lining (b1 and b2) like t2
Permissible dimensional 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
▪ Discharge flanges to DIN EN 1092-1 PN6 / DIN EN 1092-2 PN6

Loss diagram
9.0 ① - DN2 = 7 7/8 inches
1 2 3 4 5 6 7 8 9 10 11 12 14
7.0 ② - DN2 = 9 7/8 inches
13 15 16 ③ - DN2 = 11 3/4 inches
5.0 ④ - DN2 = 13 3/4 inches
17 ⑤ - DN = 15 3/ inches
4.0 2 4

⑥ - DN2 = 19 5/8 inches

3.0
⑦ - DN2 = 23 5/8 inches
⑧ - DN2 = 27 1/2 inches
2.0 ⑨ - DN2 = 31 1/2 inches
HV ges. ⑩ - DN2 = 35 3/8 inches
[ft] ⑪ - DN2 = 39 3/8 inches
1.0
⑫ - DN2 = 43 1/4 inches
⑬ - DN2 = 47 1/4 inches
⑭ - DN2 = 51 1/8 inches
⑮ - DN2 = 55 1/8 inches
0.5 ⑯ - DN2 = 59 inches
1581.396/01-EN-US

0.4 ⑰ - DN2 = 63 inches

0.3
1600 2000 3000 5000 10000 20000 30000 50000 100000
Q [US.gpm]

Calculation formulas:

18 Observe this dimension.

19 Dimension for maximum motor length
20 Up to motor sizes 205 6 and 160 8
21 From motor sizes 250 6 and 205 8

AmaCan D 15
 Water Applications: Water Transport / Waste Water Transport, Flood Protection
Submersible Pump in Discharge Tubes

H = Hgeo + ∆ Hv
∆ Hv ▪ Loss in the riser (pipe friction)
▪ Hv ges. (see diagram)
Hv ges. comprises: ▪ Elbow
▪ Discharge pipe length = 5 x DN2
▪ Swing check valve
▪ Outlet losses v2/2g

Minimum water level diagrams

t 1 [inches]
200
180
160
140
120

100

80

60 5
6
50 4
3
40 1&2

30

25

20
2 3 5 7 10 14 20 25 30 50 80 100 120
Q [1000*US.gpm]
Fig. 4: Open intake chamber, design without suction umbrella Ø d8

1581.396/01-EN-US

16 AmaCan D
 Water Applications: Water Transport / Waste Water Transport, Flood Protection
Submersible Pump in Discharge Tubes

t 1 [inches]
200
180
160
140
120

100

80

60 5
6
50 4
3
40 1&2

30

25

20
2 3 5 7 10 14 20 25 30 50 80 100 120
Q [1000*US.gpm]
Fig. 5: Open intake chamber, design with suction umbrella Ø d9
1 AmaCan D 600/700 - 390 4 AmaCan D 800 - 580
2 AmaCan D 600/700 - 420 5 AmaCan D 900 - 630
3 AmaCan D 700/800 - 460 6 AmaCan D 900/1000 - 650
1581.396/01-EN-US

AmaCan D 17
 Water Applications: Water Transport / Waste Water Transport, Flood Protection
Submersible Pump in Discharge Tubes

Installation type CG

X 5 7 7 /8 a2 7 7/8
A

t5
a3
A

DN2

p1
p2
a1
1 a
Hgeo

D
Foundation recesses22)

2 A -- A

t4
11 13/16
Y

9 13/16
45°
B B

t3 h7
t1

t9

d10 7 7/8

e2

n
B-B
l e1
m1

m
Detail X:
3 Support plate of the discharge tube
4 Drawing: without pump
b

Y
s1
0 - 90°
45°
b1

vmax. = 3.3 ft/s b2

h7

①: Vent line
②: Minimum water level (values see diagram on the following pages) d7
③: Flow-straightening vane (ð Page 26)
④: Approach flow d8
⑤: Connect the discharge pipe to the discharge tube without transmitting any stresses or
strains. Detail Y:
Seating ring

Table 10: Dimensions [inch]

Size DN2 min. DN2 max. D a a1 23) a2 23) a3 23) b b1 b2 d7 d8 d10

600-390 13 7/9 23 5/8 24 22 5/6 39 3/8 29 1/2 15 39 3/8 7 7/8 15 3/4 21 1/2 24 26
600-420 13 7/9 23 5/8 24 22 5/6 39 3/8 29 1/2 15 49 1/5 9 5/6 19 2/3 20 6/7 24 26
700-390 15 3/4 27 5/9 28 25 3/5 44 34 1/4 17 39 3/8 7 7/8 15 3/4 21 1/2 24 26
700-420 15 3/4 27 5/9 28 25 3/5 44 34 1/4 17 49 1/5 9 5/6 19 2/3 20 6/7 24 26
700-460 15 3/4 27 5/9 28 25 3/5 44 34 1/4 17 49 1/5 9 5/6 19 2/3 24 4/5 28 30
1581.396/01-EN-US

800-460 19 2/3 31 1/2 32 27 5/9 48 38 1/5 18 8/9 49 1/5 9 5/6 19 2/3 24 4/5 28 30
800-580 19 2/3 31 1/2 32 27 5/9 48 38 1/5 18 8/9 59 11 4/5 23 5/8 28 1/3 31 8/9 33 6/7
900-630 23 5/8 35 3/7 36 30 52 42 1/8 20 6/7 59 11 4/5 23 5/8 32 2/7 35 5/6 37 4/5
900-650 23 5/8 35 3/7 36 30 52 42 1/8 20 6/7 70 6/7 14 1/6 28 1/3 31 1/2 35 5/6 37 4/5

22 All dimensions for foundation recesses apply to discharge tube design without intermediate flange.
23 Selected for DN2 max.

18 AmaCan D
 Water Applications: Water Transport / Waste Water Transport, Flood Protection
Submersible Pump in Discharge Tubes

Table 11: Dimensions [inch]

Size e124) e2 h7 lmin. m 23) m1 23) n 23) p1 23) p2 23) s1 t324) t4 min.25) t5 min. 23) t9
600-390 13 19 2/3 20 39 3/8 41 1/3 16 45 2/3 33 6/7 37 4/5 2/7 11 104 1/3 28 1/3 14 3/4
600-420 14 3/4 24 3/5 18 8/9 49 1/5 41 1/3 16 45 2/3 33 6/7 37 4/5 2/7 10 5/8 102 1/3 28 1/3 18 1/2
700-390 13 19 2/3 20 39 3/8 46 18 49 3/5 37 4/5 41 3/4 1/3 11 116 1/7 30 1/3 14 3/4
700-420 14 3/4 24 3/5 18 8/9 49 1/5 46 18 49 3/5 37 4/5 41 3/4 1/3 10 5/8 116 1/7 30 1/3 18 1/2
700-460 15 24 3/5 21 1/4 49 1/5 46 18 49 3/5 37 4/5 41 3/4 1/3 12 3/5 114 1/6 30 1/3 18 1/2
800-460 15 24 3/5 21 1/4 49 1/5 50 19 7/8 54 1/7 42 1/3 46 1/4 1/3 12 3/5 130 32 7/8 18 1/2
800-580 17 5/7 29 1/2 24 3/5 59 50 19 7/8 54 1/7 42 1/3 46 1/4 1/3 15 116 1/7 32 7/8 22 4/9
26)

130 27)
900-630 18 8/9 29 1/2 22 2/3 59 54 1/3 22 58 1/4 46 1/2 50 2/5 1/3 16 1/2 131 8/9 36 3/7 22 4/9
900-650 20 1/2 35 3/7 26 3/8 70 6/7 54 1/3 22 58 1/4 46 1/2 50 2/5 1/3 16 1/2 130 36 3/7 26

Permissible dimensional 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
▪ Discharge flanges to DIN EN 1092-1 PN6 / DIN EN 1092-2 PN6

Loss diagram
9.0 ① - DN2 = 7 7/8 inches
1 2 3 4 5 6 7 8 9 10 11 12 14
7.0 ② - DN2 = 9 7/8 inches
13 15 16 ③ - DN2 = 11 3/4 inches
5.0 ④ - DN2 = 13 3/4 inches
17 ⑤ - DN = 15 3/ inches
4.0 2 4

⑥ - DN2 = 19 5/8 inches

3.0
⑦ - DN2 = 23 5/8 inches
⑧ - DN2 = 27 1/2 inches
2.0 ⑨ - DN2 = 31 1/2 inches
HV ges. ⑩ - DN2 = 35 3/8 inches
[ft] ⑪ - DN2 = 39 3/8 inches
1.0
⑫ - DN2 = 43 1/4 inches
⑬ - DN2 = 47 1/4 inches
⑭ - DN2 = 51 1/8 inches
⑮ - DN2 = 55 1/8 inches
0.5 ⑯ - DN2 = 59 inches
0.4 ⑰ - DN2 = 63 inches

0.3
1600 2000 3000 5000 10000 20000 30000 50000 100000
Q [US.gpm]

Calculation formulas:
H = Hgeo + ∆ Hv
∆ Hv ▪ Loss in the riser (pipe friction)
▪ Hv ges. (see diagram)
Hv ges. comprises: ▪ Elbow
▪ Discharge pipe length = 5 x DN2
1581.396/01-EN-US

▪ Swing check valve

▪ Outlet losses v2/2g

24 Observe this dimension.

25 Dimension for maximum motor length
26 Up to motor sizes 205 6 and 160 8
27 From motor sizes 250 6 and 205 8

AmaCan D 19
 Water Applications: Water Transport / Waste Water Transport, Flood Protection
Submersible Pump in Discharge Tubes

Minimum water level diagrams

t 1 [inches]
200
180
160 1
140 2
3
120 4
5
100
6

80

4
60 5
6
50 4
3
40 1&2

30

25

20
2 3 5 7 10 14 20 25 30 50 80 100 120
Q [1000*US.gpm]
Fig. 6: Covered intake chamber
1 AmaCan D 600/700 - 390 4 AmaCan D 800 - 580
2 AmaCan D 600/700 - 420 5 AmaCan D 900 - 630
3 AmaCan D 700/800 - 460 6 AmaCan D 900/1000 - 650

1581.396/01-EN-US

20 AmaCan D
 Water Applications: Water Transport / Waste Water Transport, Flood Protection
Submersible Pump in Discharge Tubes

Installation types DU/DUS

DN2

p2

p1
X a1
a
A 5
7 7/8 a2 7 7/8
A
1 Foundation recesses28)
D
A -- A

t4
11 13/16

9 13/16
2
t2

Y
B B

h7
t1

7 7/8

t3
d8
d9

n
7
B-B
l e1 m
Detail X:
Support plate of the discharge tube
Drawing: without pump
4 3
Y
s1
b

45°
b1

0 - 10°
h7

vmax. = 3.3 ft/s

b2
d7
①: Vent line
②: Minimum water level (values see diagram on the following pages) Detail Y:
③: Flow-straightening valve (ð Page 26) Seating ring
④: Approach flow
⑤: Not pressure-proof
⑥: Connect the discharge pipe to the discharge tube without transmitting any stresses or
strains.
⑦: Suction umbrella; option for reducing the minimum water level t1

Table 12: Dimensions [inch]

Size DN2 DN2 D a a1 a2 b b1 b2

min. max. Suction umbrella Suction umbrella
✘ ✓ ✘ ✓
d8 d9 d8 d9
600-390 13 7/9 23 5/8 24 22 5/6 30 20 39 3/8 7 7/8 - 7 7/8 -
1581.396/01-EN-US

600-420 13 7/9 23 5/8 24 22 5/6 30 20 49 1/5 9 5/6 - 9 5/6 -

700-390 15 3/4 27 5/9 28 25 3/5 33 6/7 24 39 3/8 7 7/8 - 7 7/8 -
700-420 15 3/4 27 5/9 28 25 3/5 33 6/7 24 49 1/5 9 5/6 - 9 5/6 -
700-460 15 3/4 27 5/9 28 25 3/5 33 6/7 24 49 1/5 9 5/6 - 9 5/6 -
800-460 19 2/3 31 1/2 32 27 5/9 37 4/5 28 49 1/5 9 5/6 - 9 5/6 -
800-580 19 2/3 31 1/2 32 27 5/9 37 4/5 28 59 11 4/5 - 11 4/5 -
900-630 23 5/8 35 3/7 36 30 41 3/4 31 8/9 59 11 4/5 - 11 4/5 -
900-650 23 5/8 35 3/7 36 30 41 3/4 31 8/9 70 6/7 14 1/6 - 14 1/6 -

28 All dimensions for foundation recesses apply to discharge tube design without intermediate flange.

AmaCan D 21
 Water Applications: Water Transport / Waste Water Transport, Flood Protection
Submersible Pump in Discharge Tubes

Table 13: Dimensions [inch]

Size d7 d8 d9 e129) h7 lmin. m n p1 p2 s1 t329) t4 min.30)

Suction um-
brella
✘ ✓
d8 d9
600-390 21 1/2 24 35 3/7 15 3/4 21 1/4 20 22 5/6 32 2/3 41 3/4 30 33 6/7 2/7 11 104 1/3
600-420 20 6/7 24 35 3/7 15 3/4 21 1/4 18 8/9 33 1/2 32 2/3 41 3/4 30 33 6/7 2/7 10 5/8 102 1/3
700-390 21 1/2 24 35 3/7 15 3/4 21 1/4 20 22 5/6 36 3/5 45 2/3 33 6/7 37 4/5 1/3 11 116 1/7
700-420 20 6/7 24 35 3/7 15 3/4 21 1/4 18 8/9 33 1/2 36 3/5 45 2/3 33 6/7 37 4/5 1/3 10 5/8 116 1/7
700-460 24 4/5 28 41 1/3 17 5/7 24 2/5 21 1/4 33 1/2 36 3/5 45 2/3 33 6/7 37 4/5 1/3 12 3/5 114 1/6
800-460 24 4/5 28 41 1/3 17 5/7 24 2/5 21 1/4 33 1/2 40 5/9 49 3/5 37 4/5 41 3/4 1/3 12 3/5 130
800-580 28 1/3 31 8/9 51 1/6 19 2/3 29 1/2 24 3/5 39 3/8 40 5/9 49 3/5 37 4/5 41 3/4 1/3 15 116 1/7
31)

130 32)
900-630 32 2/7 35 5/6 51 1/6 21 2/3 29 1/2 22 2/3 39 3/8 44 1/2 53 1/2 41 3/4 45 2/3 1/3 16 1/2 131 8/9
900-650 31 1/2 35 5/6 59 21 2/3 33 1/2 26 3/8 51 1/6 44 1/2 53 1/2 41 3/4 45 2/3 1/3 16 1/2 130

t2 = 1.1 x water level, maximum 2 x t1

Height of corner lining (b1 and b2) like t2
Permissible dimensional 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
▪ Discharge flanges to DIN EN 1092-1 PN6 / DIN EN 1092-2 PN6

Loss diagram
3.5 ① - DN2 = 7 7/8 inches
1 2 3 4 5 6 7 8 9 10 11 12 13
3.0 ② - DN2 = 9 7/8 inches
2.5 14
③ - DN2 = 11 3/4 inches
2.0 15 ④ - DN2 = 13 3/4 inches
1.6 ⑤ - DN2 = 15 3/4 inches
16
⑥ - DN2 = 19 5/8 inches
1.2
17 ⑦ - DN2 = 23 5/8 inches
1.0
⑧ - DN2 = 27 1/2 inches
0.8
HV Kr ⑨ - DN2 = 31 1/2 inches
[ft] ⑩ - DN2 = 35 3/8 inches
0.5 ⑪ - DN2 = 39 3/8 inches
0.4 ⑫ - DN2 = 43 1/4 inches
⑬ - DN2 = 47 1/4 inches
0.3
⑭ - DN2 = 51 1/8 inches
⑮ - DN2 = 55 1/8 inches
0.2
⑯ - DN2 = 59 inches
0.16 ⑰ - DN2 = 63 inches
0.12
1600 2000 3000 5000 10000 20000 30000 50000 100000
Q [US.gpm]

Calculation formulas:
1581.396/01-EN-US

H = Hgeo + ∆ Hv
∆ Hv ▪ Loss in the elbow hV Kr (see diagram)
▪ Loss in the riser (pipe friction)
▪ HV System (valves, etc.)
HV System must be determined for the specific system.

29 Observe this dimension.

30 Dimension for maximum motor length
31 Up to motor sizes 205 6 and 160 8
32 From motor sizes 250 6 and 205 8

22 AmaCan D
 Water Applications: Water Transport / Waste Water Transport, Flood Protection
Submersible Pump in Discharge Tubes

Minimum water level diagrams

t 1 [inches]
200
180
160
140
120

100

80

60 5
6
50 4
3
40 1&2

30

25

20
2 3 5 7 10 14 20 25 30 50 80 100 120
Q [1000*US.gpm]
Fig. 7: Open intake chamber, design without suction umbrella Ø d8
t 1 [inches]
200
180
160
140
120

100

80

60 5
6
50 4
3
40 1&2

30

25

20
2 3 5 7 10 14 20 25 30 50 80 100 120
1581.396/01-EN-US

Q [1000*US.gpm]
Fig. 8: Open intake chamber, design with suction umbrella Ø d9
1 AmaCan D 600/700 - 390 4 AmaCan D 800 - 580
2 AmaCan D 600/700 - 420 5 AmaCan D 900 - 630
3 AmaCan D 700/800 - 460 6 AmaCan D 900/1000 - 650

AmaCan D 23
 Water Applications: Water Transport / Waste Water Transport, Flood Protection
Submersible Pump in Discharge Tubes

Installation type DG
X 6

DN2

p2

p1
a1
a
A 5

A 7 7/8 a2 7 7/8
1 D
Foundation recesses33)

t4
A -- A
2 11 13/16

9 13/16
Y

45°
B B

t3 h7
t1
t9

d10 7 7/8
e2

n
B-B
l e1
m
Detail X:
Support plate of the discharge tube
3 Drawing: without pump
4 Y
b

s1

45°
0 - 90°
b1

vmax. = 3.3 ft/s b2

h7

①: Vent line
②: Minimum water level (values see diagram on the following pages) d7
③: Flow-straightening vane (ð Page 26) d8
④: Approach flow
⑤: Not pressure-proof Detail Y:
⑥: Connect the discharge pipe to the discharge tube without transmitting any stresses or Seating ring
strains.

Table 14: Dimensions [inch]

Size DN2 min. DN2 max. D a a1 a2 b b1 b2 d7 d8 d10

600-390 13 7/9 23 5/8 24 22 5/6 30 20 39 3/8 7 7/8 15 3/4 21 1/2 24 26
600-420 13 7/9 23 5/8 24 22 5/6 30 20 49 1/5 9 5/6 19 2/3 20 6/7 24 26
700-390 15 3/4 27 5/9 28 25 3/5 33 67 24 39 3/8 7 7/8 15 3/4 21 1/2 24 26
700-420 15 3/4 27 5/9 28 25 3/5 33 6/7 24 49 1/5 9 5/6 19 2/3 20 6/7 24 26
700-460 15 3/4 27 5/9 28 25 3/5 33 6/7 24 49 1/5 9 5/6 19 2/3 24 4/5 28 30
800-460 19 2/3 31 1/2 32 27 5/9 37 4/5 28 49 1/5 9 5/6 19 2/3 24 4/5 28 30
1581.396/01-EN-US

800-580 19 2/3 31 1/2 32 27 5/9 37 4/5 28 59 11 4/5 23 5/8 28 1/3 31 8/9 33 6/7
900-630 23 5/8 35 3/7 36 30 41 3/4 31 8/9 59 11 4/5 23 5/8 32 2/7 35 5/6 37 4/5
900-650 23 5/8 35 3/7 36 30 41 3/4 31 8/9 70 6/7 14 1/6 28 1/3 31 1/2 35 5/6 37 4/5

33 All dimensions for foundation recesses apply to discharge tube design without intermediate flange.

24 AmaCan D
 Water Applications: Water Transport / Waste Water Transport, Flood Protection
Submersible Pump in Discharge Tubes

Table 15: Dimensions [inch]

Size e134) e2 h7 lmin. m n p1 p2 s1 t334) t4 min.35) t9

600-390 13 19 2/3 20 39 3/8 32 2/3 41 3/4 30 33 6/7 2/7 11 104 1/3 14 3/4
600-420 14 3/4 24 3/5 18 8/9 49 1/5 32 2/3 41 3/4 30 33 6/7 2/7 10 5/8 102 1/3 18 1/2
700-390 13 19 2/3 20 39 3/8 36 3/5 45 2/3 33 6/7 37 4/5 1/3 11 116 1/7 14 3/4
700-420 14 3/4 24 3/5 18 8/9 49 1/5 36 3/5 45 2/3 33 6/7 37 4/5 1/3 10 5/8 116 1/7 18 1/2
700-460 15 24 3/5 21 1/4 49 1/5 36 3/5 45 2/3 33 6/7 37 4/5 1/3 12 3/5 114 1/6 18 1/2
800-460 15 24 3/5 21 1/4 49 1/5 40 5/9 49 3/5 37 4/5 41 3/4 1/3 12 3/5 130 18 1/2
800-580 17 5/7 29 1/2 24 3/5 59 40 5/9 49 3/5 37 4/5 41 3/4 1/3 15 116 1/7 22 4/9
36)

130 37)
900-630 18 8/9 29 1/2 22 2/3 59 44 1/2 53 1/2 41 3/4 45 2/3 1/3 16 1/2 131 8/9 22 4/9
900-650 20 1/2 35 3/7 26 3/8 70 6/7 44 1/2 53 1/2 41 3/4 45 2/3 1/3 16 1/2 130 26

Permissible dimensional 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
▪ Discharge flanges to ISO 7005/2, DIN 2501 PN6

Loss diagram
3.5 ① - DN2 = 7 7/8 inches
1 2 3 4 5 6 7 8 9 10 11 12 13
3.0 ② - DN2 = 9 7/8 inches
2.5 14
③ - DN2 = 11 3/4 inches
2.0 15 ④ - DN2 = 13 3/4 inches
1.6 ⑤ - DN2 = 15 3/4 inches
16
⑥ - DN2 = 19 5/8 inches
1.2
17 ⑦ - DN2 = 23 5/8 inches
1.0
⑧ - DN2 = 27 1/2 inches
0.8
HV Kr ⑨ - DN2 = 31 1/2 inches
[ft] ⑩ - DN2 = 35 3/8 inches
0.5 ⑪ - DN2 = 39 3/8 inches
0.4 ⑫ - DN2 = 43 1/4 inches
⑬ - DN2 = 47 1/4 inches
0.3
⑭ - DN2 = 51 1/8 inches
⑮ - DN2 = 55 1/8 inches
0.2
⑯ - DN2 = 59 inches
0.16 ⑰ - DN2 = 63 inches
0.12
1600 2000 3000 5000 10000 20000 30000 50000 100000
Q [US.gpm]

Calculation formulas:
H = Hgeo + ∆ Hv
∆ Hv ▪ Loss in the elbow hV Kr (see diagram)
▪ Loss in the riser (pipe friction)
▪ HV System (valves, etc.)
HV System must be determined for the specific system.
1581.396/01-EN-US

34 Observe this dimension.

35 Dimension for maximum motor length
36 Up to motor sizes 205 6 and 160 8
37 From motor sizes 250 6 and 205 8

AmaCan D 25
 Water Applications: Water Transport / Waste Water Transport, Flood Protection
Submersible Pump in Discharge Tubes

Minimum water level diagrams

t 1 [inches]
200
180
160 1
140 2
3
120 4
5
100
6

80

4
60 5
6
50 4
3
40 1&2

30

25

20
2 3 5 7 10 14 20 25 30 50 80 100 120
Q [1000*US.gpm]
Fig. 9: Covered intake chamber
1 AmaCan D 600/700 - 390 4 AmaCan D 800 - 580
2 AmaCan D 600/700 - 420 5 AmaCan D 900 - 630
3 AmaCan D 700/800 - 460 6 AmaCan D 900/1000 - 650

Dimensions of the flow-straightening vane

Design of the intake chamber wall surfaces (to prevent vortex formation)
The flow-straightening vane is indispensable for the inlet conditions of the pump set. It prevents the development of a submerged
vortex (floor vortex) which could cause a drop in performance, for example. In addition, the floor and wall surfaces of the intake
chamber should be designed as a rough concrete surface. Rough surfaces minimize the separation of boundary layers that may
cause wall and floor vortices.

Flow-straightening vane and intake chamber

▪ The anti-vortex vanes in the bellmouth must be aligned with the flow-straightening vane.
▪ The bail of the pump is oriented in the same direction as the anti-vortex vanes in the bellmouth. 1581.396/01-EN-US

26 AmaCan D
 Water Applications: Water Transport / Waste Water Transport, Flood Protection
Submersible Pump in Discharge Tubes

Fig. 10: Installation position of the pump set

1 Bail
2 Anti-vortex vanes
3 Flow-straightening vane

Variant 1 Variant 2
Flow-straightening vane cast from concrete Steel section
s2
sR
s1

hR
hR

D
(e1) (e1)
lR lR

A Bolted to the floor of the intake chamber

B Flow-straightening vane centered beneath the discharge
tube
C Discharge tube
D Intake chamber
1581.396/01-EN-US

AmaCan D 27
 Water Applications: Water Transport / Waste Water Transport, Flood Protection
Submersible Pump in Discharge Tubes

Installation types BU/BUS, CU/CUS, DU/DUS

Table 16: Dimensions [inch]

Size hR s1 s2 sR (e1) lR38)

Suction umbrella Suction umbrella
✘ ✓ ✘ ✓
d8 d9 d8 d9
600-390 6 4/5 2 1/3 2/5 15 3/4 21 1/4 32 7/8 41 1/3
600-420 7 1/2 4/5 2 3/4 2/5 15 3/4 21 1/4 34 4/9 41 1/3
700-390 6 4/5 2 1/3 2/5 15 3/4 21 1/4 32 7/8 41 1/3
700-420 7 1/2 4/5 2 3/4 2/5 15 3/4 21 1/4 34 4/9 41 1/3
700-460 7 1/2 4/5 2 3/4 2/5 17 5/7 24 2/5 34 4/9 45 2/7
800-460 7 1/2 4/5 2 3/4 2/5 17 5/7 24 2/5 34 4/9 45 2/7
800-580 9 1 3 1/2 2/5 19 2/3 29 1/2 43 1/3 53 1/7
900-630 9 1 3 1/2 2/5 21 2/3 29 1/2 47 1/4 59
900-650 10 3/7 1 4 1/2 21 2/3 33 1/2 51 1/6 65

Installation types BG, CG, DG

Table 17: Dimensions [inch]
Size hR s1 s2 sR lR
600-390 6 4/5 2 1/3 2/5 21 2/3
600-420 7 1/2 4/5 2 3/4 2/5 21 1/2
700-390 6 4/5 2 1/3 2/5 21 2/3
700-420 7 1/2 4/5 2 3/4 2/5 21 1/2
700-460 7 1/2 4/5 2 3/4 2/5 26
hR

800-460 7 1/2 4/5 2 3/4 2/5 26

800-580 9 1 3 1/2 2/5 29 1/2
lR 45° 900-630 9 1 3 1/2 2/5 33 1/2
900-650 10 3/7 1 4 1/2 31 1/9

Fig. 11: Flow-straightening vane for covered intake

chamber

1581.396/01-EN-US

38 Adjust length IR of the flow-straightening vane to the 45° angle of the intake chamber.

28 AmaCan D
 Water Applications: Water Transport / Waste Water Transport, Flood Protection
Submersible Pump in Discharge Tubes

General arrangement drawings [mm]

Installation types BU/BUS

X

d12
P2
hü
ha
100 P2
Hgeo

D P1

Foundation recesses39)
A-A

t4
1
t2

100
Y

350
B B
h7
t1

X
t3

A
d8
4
d9
A
B-B m
l e1
Detail X:
Support plate of the discharge tube
Drawing: without pump
Y
s1
3 2
45°
b

h7
b1

0 - 10°
d7
vmax. = 1 m/s
Detail Y:
b2 Seating ring
①: Minimum water level (values see diagram on the following pages)
②: Flow-straightening vane (ð Page 46)
③: Approach flow
④: Suction umbrella; option for reducing the minimum water level t1

Table 18: Dimensions [mm]

Size D b b1 b2 d7 d8 d9 d12
Suction umbrella Suction umbrella
✘ ✓ ✘ ✓
d8 d9 d8 d9
1581.396/01-EN-US

600-390 610 1000 200 - 200 - 545 610 900 650

600-420 610 1250 250 - 250 - 530 610 900 650
700-390 711 1000 200 - 200 - 545 610 900 750
700-420 711 1250 250 - 250 - 530 610 900 750
700-460 711 1250 250 - 250 - 630 710 1050 750
800-460 813 1250 250 - 250 - 630 710 1050 850
800-580 813 1500 300 - 300 - 720 810 1300 850
900-630 914 1500 300 - 300 - 820 910 1300 970
900-650 914 1800 360 - 360 - 800 910 1500 970

39 All dimensions for foundation recesses apply to discharge tube design without intermediate flange.

AmaCan D 29
 Water Applications: Water Transport / Waste Water Transport, Flood Protection
Submersible Pump in Discharge Tubes

Table 19: Dimensions [mm]

Size e140) h7 ha lmin. m p1 p2 s1 t340) t4 min.41)

Suction umbrella
✘ ✓
d8 d9
600-390 400 540 510 100 580 700 800 540 7 280 2500
600-420 400 540 480 100 850 700 800 540 7 270 2450
700-390 400 540 510 100 580 800 900 640 8 280 2800
700-420 400 540 480 100 850 800 900 640 8 270 2800
700-460 450 620 540 100 850 800 900 640 8 320 2750
800-460 450 620 540 100 850 910 1000 740 8 320 3150
800-580 500 750 625 100 1000 910 1000 740 8 380 2800 42)
3150 43)
900-630 550 750 575 100 1000 1050 1120 860 8 420 3200
900-650 550 850 670 100 1300 1050 1120 860 8 420 3150

t2 = 1.1 x water level, maximum 2 x t1

Height of corner lining (b1 and b2) like t2
Permissible dimensional 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
DA 2
hü

hü [m] DA = 400 mm
DA = 600 mm
7° DA = 800 mm
1 DA = 1000 mm
DA = 1200 mm
0,8
DA = 1400 mm
DA = 1600 mm
D 0,6 DA = 1800 mm
0,5 DA = 2000 mm
Illustration of the overflow DA = 2200 mm
head 0,4
hü
0,3

0,2

0,1
0,1 0,2 0,3 0,4 0,5 0,6 0,8 1 Q [m3/s] 2 3 4 5 6

Loss diagram

Calculation formulas:
H = Hgeo + ∆ Hv
∆ Hv ▪ Overflow head hü (see diagram)
▪ Loss in the riser (pipe friction)
▪ Outlet loss v2 / 2 g (v refers to DA)
1581.396/01-EN-US

Overflow head hü depends on Q and the discharge design ∅ DA. The characteristic curve values only apply to unimpeded outlet in
all directions; otherwise they are approximate values only.

40 Observe this dimension.

41 Dimension for maximum motor length
42 Up to motor sizes 205 6 and 160 8
43 From motor sizes 250 6 and 205 8

30 AmaCan D
 Water Applications: Water Transport / Waste Water Transport, Flood Protection
Submersible Pump in Discharge Tubes

Minimum water level diagrams

t1 [mm]
4000
3600 1

3200 2

2800 3

2400 4

2000 5

1600 6
5
6
4
1200
3
1000 1&2

800

600

500

400
0,1 0,2 0,3 0,4 0,5 0,6 0,8 1 1,5 2 2,5 3 4 5 6 7 8
Q [m3/s]
Fig. 12: Open intake chamber, design without suction umbrella Ø d8
t1 [mm]
4000
3600 1

3200 2

2800 3

2400 4

2000 5

1600 6
5
6
4
1200
3
1000 1&2

800

600

500

400
0,1 0,2 0,3 0,4 0,5 0,6 0,8 1 1,5 2 2,5 3 4 5 6 7 8
3
Q [m /s]
Fig. 13: Open intake chamber, design with suction umbrella Ø d9
1581.396/01-EN-US

1 AmaCan D 600/700 - 390 4 AmaCan D 800 - 580

2 AmaCan D 600/700 - 420 5 AmaCan D 900 - 630
3 AmaCan D 700/800 - 460 6 AmaCan D 900/1000 - 650

AmaCan D 31
 Water Applications: Water Transport / Waste Water Transport, Flood Protection
Submersible Pump in Discharge Tubes

Installation type BG
X

d12
P2
hü
ha
D 100 P2

P1
Hgeo

Foundation recesses44)

t4
1 A-A

45°
B

100
B

350
t 3 h7
t1

t9

X
d10
e2 A

B-B A
m
l e1
Detail X:
Support plate of the discharge tube
Drawing: without pump
Y
3 2 s1

0 - 90° 45°
h7
b1

vmax. = 1 m/s b2 d7
d8
①: Minimum water level (values see diagrams on the following pages)
②: Flow-straightening vane (ð Page 46)
③: Approach flow Detail Y:
Seating ring

Table 20: Dimensions [mm]

Size D b b1 b2 d7 d8 d10 d12 e145) e2

600-390 610 1000 200 400 545 610 660 650 330 500
600-420 610 1250 250 500 530 610 660 650 375 625
700-390 711 1000 200 400 545 610 660 750 330 500
700-420 711 1250 250 500 530 610 660 750 375 625
700-460 711 1250 250 500 630 710 760 750 380 625
800-460 813 1250 250 500 630 710 760 850 380 625
800-580 813 1500 300 600 720 810 860 850 450 750
900-630 914 1500 300 600 820 910 960 970 480 750
1581.396/01-EN-US

900-650 914 1800 360 720 800 910 960 970 520 900

44 All dimensions for foundation recesses apply to discharge tube design without intermediate flange.
45 Observe this dimension.

32 AmaCan D
 Water Applications: Water Transport / Waste Water Transport, Flood Protection
Submersible Pump in Discharge Tubes

Table 21: Dimensions [mm]

Size ha h7 lmin. m p1 p2 s1 t345) t4 min.46) t9

600-390 100 510 1000 700 800 540 7 280 2500 375
600-420 100 480 1250 700 800 540 7 270 2450 470
700-390 100 510 1000 800 900 640 8 280 2800 375
700-420 100 480 1250 800 900 640 8 270 2800 470
700-460 100 540 1250 800 900 640 8 320 2750 470
800-460 100 540 1250 910 1000 740 8 320 3150 470
800-580 100 625 1500 910 1000 740 8 380 2800 47) 570
3150 48)
900-630 100 575 1500 1050 1120 860 8 420 3200 570
900-650 100 670 1800 1050 1120 860 8 420 3150 660

Permissible dimensional 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
DA 2
hü

hü [m] DA = 400 mm
DA = 600 mm
7° DA = 800 mm
1 DA = 1000 mm
DA = 1200 mm
0,8
DA = 1400 mm
DA = 1600 mm
D 0,6 DA = 1800 mm
0,5 DA = 2000 mm
Illustration of the overflow DA = 2200 mm
head 0,4
hü
0,3

0,2

0,1
0,1 0,2 0,3 0,4 0,5 0,6 0,8 1 Q [m3/s] 2 3 4 5 6

Loss diagram

Calculation formulas:
H = Hgeo + ∆ Hv
∆ Hv ▪ Overflow head hü (see diagram)
▪ Loss in the riser (pipe friction)
▪ Outlet loss v2 / 2 g (v refers to DA)
Overflow head hü depends on Q and the discharge design ∅ DA. The characteristic curve values only apply to unimpeded outlet in
all directions; otherwise they are approximate values only.
1581.396/01-EN-US

46 Dimension for maximum motor length

47 Up to motor sizes 205 6 and 160 8
48 From motor sizes 250 6 and 205 8

AmaCan D 33
 Water Applications: Water Transport / Waste Water Transport, Flood Protection
Submersible Pump in Discharge Tubes

Minimum water level diagrams

t1 [mm]
4000
3600 1

3200 2 1
2800 3 2
3
2400 4
4
2000 5
5
6
1600 6
5
6
4
1200 3
1000 1&2

800

600

500

400
0,1 0,2 0,3 0,4 0,5 0,6 0,8 1 1,5 2 2,5 3 4 5 6 7 8
3
Q [m /s]
Fig. 14: Covered intake chamber
1 AmaCan D 600/700 - 390 4 AmaCan D 800 - 580
2 AmaCan D 600/700 - 420 5 AmaCan D 900 - 630
3 AmaCan D 700/800 - 460 6 AmaCan D 900/1000 - 650

1581.396/01-EN-US

34 AmaCan D
 Water Applications: Water Transport / Waste Water Transport, Flood Protection
Submersible Pump in Discharge Tubes

Installation types CU/CUS

X
A 5 a3

p2
p1
a1

t5
A
200 a2 200

DN2
Foundation recesses49)
a
Hgeo
300
1 D

250
2

t4
200

Y
t2

Section A - A

B B

h7
t1

n
t3
d8
6 m1
d9
m
B-B
l e1 Detail X:
Support plate of the discharge tube
Drawing: without pump
Y
s1
4 3

45°
b

h7
b1

0 - 10° d7
vmax. = 1 m/s
Detail Y:
b2 Seating ring
①: Vent line
②: Minimum water level (values see diagram on the following pages)
③: Flow-straightening vane (ð Page 46)
④: Approach flow
⑤: Connect the discharge pipe to the discharge tube without transmitting any stresses or
strains.
⑥: Suction umbrella; option for reducing the minimum water level t1

Table 22: Dimensions [mm]

Size DN2 DN2 D a a1 50) a2 50) a3 50) b b1 b2

min. max. Suction umbrella Suction umbrella
✘ ✓ ✘ ✓
d8 d9 d8 d9
600-390 350 600 610 580 1000 750 380 1000 200 - 200 -
600-420 350 600 610 580 1000 750 380 1250 250 - 250 -
1581.396/01-EN-US

700-390 400 700 711 650 1120 870 430 1000 200 - 200 -
700-420 400 700 711 650 1120 870 430 1250 250 - 250 -
700-460 400 700 711 650 1120 870 430 1250 250 - 250 -
800-460 500 800 813 700 1220 970 480 1250 250 - 250 -
800-580 500 800 813 700 1220 970 480 1500 300 - 300 -
900-630 600 900 914 760 1320 1070 530 1500 300 - 300 -
900-650 600 900 914 760 1320 1070 530 1800 360 - 360 -

49 All dimensions for foundation recesses apply to discharge tube design without intermediate flange.
50 Selected for DN2 max.

AmaCan D 35
 Water Applications: Water Transport / Waste Water Transport, Flood Protection
Submersible Pump in Discharge Tubes

Table 23: Dimensions [mm]

Size d7 d8 d9 e151) h7 lmin. m 50) m1 50) n 50) p1 50) p2 50) s1 t351) t4 min.52) t5 min.
50)
Suction umbrella
✘ ✓
d8 d9
600-390 545 610 900 400 540 510 580 1050 405 1160 860 960 7 280 2650 720
600-420 530 610 900 400 540 480 850 1050 405 1160 860 960 7 270 2600 720
700-390 545 610 900 400 540 510 580 1170 455 1260 960 1060 8 280 2950 770
700-420 530 610 900 400 540 480 850 1170 455 1260 960 1060 8 270 2950 770
700-460 630 710 1050 450 620 540 850 1170 455 1260 960 1060 8 320 2900 770
800-460 630 710 1050 450 620 540 850 1270 505 1375 1075 1175 8 320 3300 835
800-580 720 810 1300 500 750 625 1000 1270 505 1375 1075 1175 8 380 2950 835
53)

3300
54)

900-630 820 910 1300 550 750 575 1000 1380 560 1480 1180 1280 8 420 3350 925
900-650 800 910 1500 550 850 670 1300 1380 560 1480 1180 1280 8 420 3300 925

t2 = 1.1 x water level, maximum 2 x t1

Height of corner lining (b1 and b2) like t2
Permissible dimensional 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
▪ Discharge flanges to DIN EN 1092-1 PN6 / DIN EN 1092-2 PN6

Loss diagram
2,5 ① - DN2 = 200 mm
1 2 3 4 5 6 7 8 9 10 11 12 14 ② - DN2 = 250 mm
2,0 16 ③ - DN2 = 300 mm
13 15
④ - DN2 = 350 mm
HV ges [m]
17
⑤ - DN2 = 400 mm
⑥ - DN2 = 500 mm
1,0
⑦ - DN2 = 600 mm
⑧ - DN2 = 700 mm
0,8 ⑨ - DN2 = 800 mm
⑩ - DN2 = 900 mm
0,6 ⑪ - DN2 = 1000 mm
0,5 ⑫ - DN2 = 1100 mm
⑬ - DN2 = 1200 mm
0,4 ⑭ - DN2 = 1300 mm
⑮ - DN2 = 1400 mm
0,3 ⑯ - DN2 = 1500 mm
⑰ - DN2 = 1600 mm
0,2

0,1
0,1 0,2 0,3 0,4 0,5 0,6 0,8 1 Q [m3/s] 2 3 4 5 6 8

Calculation formulas:
H = Hgeo + ∆ Hv
∆ Hv - Loss in the riser (pipe friction)
- Hv ges. (see diagram)
1581.396/01-EN-US

Hv ges. comprises: ▪ Elbow

▪ Discharge pipe length = 5 x DN2
▪ Swing check valve
▪ Outlet losses v2/2g

51 Observe this dimension.

52 Dimension for maximum motor length
53 Up to motor sizes 205 6 and 160 8
54 From motor sizes 250 6 and 205 8

36 AmaCan D
 Water Applications: Water Transport / Waste Water Transport, Flood Protection
Submersible Pump in Discharge Tubes

Minimum water level diagrams

t1 [mm]
4000
3600 1

3200 2

2800 3

2400 4

2000 5

1600 6
5
6
4
1200
3
1000 1&2

800

600

500

400
0,1 0,2 0,3 0,4 0,5 0,6 0,8 1 1,5 2 2,5 3 4 5 6 7 8
Q [m3/s]
Fig. 15: Open intake chamber, design without suction umbrella Ø d8
t1 [mm]
4000
3600 1

3200 2

2800 3

2400 4

2000 5

1600 6
5
6
4
1200
3
1000 1&2

800

600

500

400
0,1 0,2 0,3 0,4 0,5 0,6 0,8 1 1,5 2 2,5 3 4 5 6 7 8
3
Q [m /s]
Fig. 16: Open intake chamber, design with suction umbrella Ø d9
1581.396/01-EN-US

1 AmaCan D 600/700 - 390 4 AmaCan D 800 - 580

2 AmaCan D 600/700 - 420 5 AmaCan D 900 - 630
3 AmaCan D 700/800 - 460 6 AmaCan D 900/1000 - 650

AmaCan D 37
 Water Applications: Water Transport / Waste Water Transport, Flood Protection
Submersible Pump in Discharge Tubes

Installation type CG

X 5
A a3

p2
p1
a1

t5
A a2

DN2
200 200

1 a Foundation recesses55)
Hgeo

D 300

t4

250
200
Y

45°
B B Section A - A

t3 h7
t1

t9

n
d10
e2 m1

m
B-B
e1 Detail X:
l Support plate of the discharge tube
Drawing: without pump
Y
s1
3

45°
4
b

h7
0 - 90° d7
b1

vmax. = 1 m/s b2 d8

①: Vent line Detail Y:

②: Minimum water level (values see diagram on the following pages) Seating ring
③: Flow-straightening vane (ð Page 46)
④: Approach flow
⑤: Connect the discharge pipe to the discharge tube without transmitting any stresses or
strains.

Table 24: Dimensions [mm]

Size DN2 min. DN2 max. D a a1 56) a2 56) a3 56) b b1 b2 d7 d8 d10

600-390 350 600 610 580 1000 750 380 1000 200 400 545 610 660
600-420 350 600 610 580 1000 750 380 1250 250 500 530 610 660
700-390 400 700 711 650 1120 870 430 1000 200 400 545 610 660
700-420 400 700 711 650 1120 870 430 1250 250 500 530 610 660
700-460 400 700 711 650 1120 870 430 1250 250 500 630 710 760
800-460 500 800 813 700 1220 970 480 1250 250 500 630 710 760
800-580 500 800 813 700 1220 970 480 1500 300 600 720 810 860
1581.396/01-EN-US

900-630 600 900 914 760 1320 1070 530 1500 300 600 820 910 960
900-650 600 900 914 760 1320 1070 530 1800 360 720 800 910 960

55 All dimensions for foundation recesses apply to discharge tube design without intermediate flange.
56 Selected for DN2 max.

38 AmaCan D
 Water Applications: Water Transport / Waste Water Transport, Flood Protection
Submersible Pump in Discharge Tubes

Table 25: Dimensions [mm]

Size e157) e2 h7 lmin. m 56) m1 56) n 56) p1 56) p2 56) s1 t357) t4 min.58) t5 min. 56) t9
600-390 330 500 510 1000 1050 405 1160 860 960 7 280 2650 720 375
600-420 375 625 480 1250 1050 405 1160 860 960 7 270 2600 720 470
700-390 330 500 510 1000 1170 455 1260 960 1060 8 280 2950 770 375
700-420 375 625 480 1250 1170 455 1260 960 1060 8 270 2950 770 470
700-460 380 625 540 1250 1170 455 1260 960 1060 8 320 2900 770 470
800-460 380 625 540 1250 1270 505 1375 1075 1175 8 320 3300 835 470
800-580 450 750 625 1500 1270 505 1375 1075 1175 8 380 2950 59) 835 570
3300 60)
900-630 480 750 575 1500 1380 560 1480 1180 1280 8 420 3350 925 570
900-650 520 900 670 1800 1380 560 1480 1180 1280 8 420 3300 925 660

Permissible dimensional 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
▪ Discharge flanges to DIN EN 1092-1 PN6 / DIN EN 1092-2 PN6

Loss diagram
2,5 ① - DN2 = 200 mm
1 2 3 4 5 6 7 8 9 10 11 12 14 ② - DN2 = 250 mm
2,0 16 ③ - DN2 = 300 mm
13 15
④ - DN2 = 350 mm
HV ges [m]
17
⑤ - DN2 = 400 mm
⑥ - DN2 = 500 mm
1,0
⑦ - DN2 = 600 mm
⑧ - DN2 = 700 mm
0,8 ⑨ - DN2 = 800 mm
⑩ - DN2 = 900 mm
0,6 ⑪ - DN2 = 1000 mm
0,5 ⑫ - DN2 = 1100 mm
⑬ - DN2 = 1200 mm
0,4 ⑭ - DN2 = 1300 mm
⑮ - DN2 = 1400 mm
0,3 ⑯ - DN2 = 1500 mm
⑰ - DN2 = 1600 mm
0,2

0,1
0,1 0,2 0,3 0,4 0,5 0,6 0,8 1 Q [m3/s] 2 3 4 5 6 8

Calculation formulas:
H = Hgeo + ∆ Hv
∆ Hv - Loss in the riser (pipe friction)
- Hv ges. (see diagram)
Hv ges. comprises: ▪ Elbow
▪ Discharge pipe length = 5 x DN2
▪ Swing check valve
▪ Outlet losses v2/2g
1581.396/01-EN-US

57 Observe this dimension.

58 Dimension for maximum motor length
59 Up to motor sizes 205 6 and 160 8
60 From motor sizes 250 6 and 205 8

AmaCan D 39
 Water Applications: Water Transport / Waste Water Transport, Flood Protection
Submersible Pump in Discharge Tubes

Minimum water level diagrams

t1 [mm]
4000
3600 1

3200 2 1
2800 3 2
3
2400 4
4
2000 5
5
6
1600 6
5
6
4
1200 3
1000 1&2

800

600

500

400
0,1 0,2 0,3 0,4 0,5 0,6 0,8 1 1,5 2 2,5 3 4 5 6 7 8
3
Q [m /s]
Fig. 17: Covered intake chamber
1 AmaCan D 600/700 - 390 4 AmaCan D 800 - 580
2 AmaCan D 600/700 - 420 5 AmaCan D 900 - 630
3 AmaCan D 700/800 - 460 6 AmaCan D 900/1000 - 650

1581.396/01-EN-US

40 AmaCan D
 Water Applications: Water Transport / Waste Water Transport, Flood Protection
Submersible Pump in Discharge Tubes

Installation types DU/DUS

p2
p1
a1

DN2
X
a
A 5
200 a2 200

Foundation recesses61)
A
300
1 D

t4
2

250
200
t2

Y Section A - A

B B

h7
t1

n
t3
d8
m
7 d9
Detail X:
B-B Support plate of the discharge tube
l e1 Drawing: without pump
Y
s1

45°
4 3

h7
b

b1

d7
0 - 10°
vmax. = 1 m/s Detail Y:
b2 Seating ring

①: Vent line
②: Minimum water level (values see diagram on the following pages)
③: Flow-straightening vane (ð Page 46)
④: Approach flow
⑤: Not pressure-proof
⑥: Connect the discharge pipe to the discharge tube without transmitting any stresses or
strains.
⑦: Suction umbrella; option for reducing the minimum water level t1

Table 26: Dimensions [mm]

Size DN2 DN2 D a a1 a2 b b1 b2

min. max. Suction umbrella Suction umbrella
✘ ✓ ✘ ✓
d8 d9 d8 d9
600-390 350 600 610 580 760 510 1000 200 - 200 -
1581.396/01-EN-US

600-420 350 600 610 580 760 510 1250 250 - 250 -
700-390 400 700 711 650 860 610 1000 200 - 200 -
700-420 400 700 711 650 860 610 1250 250 - 250 -
700-460 400 700 711 650 860 610 1250 250 - 250 -
800-460 500 800 813 700 960 710 1250 250 - 250 -
800-580 500 800 813 700 960 710 1500 300 - 300 -
900-630 600 900 914 760 1060 810 1500 300 - 300 -
900-650 600 900 914 760 1060 810 1800 360 - 360 -

61 All dimensions for foundation recesses apply to discharge tube design without intermediate flange.

AmaCan D 41
 Water Applications: Water Transport / Waste Water Transport, Flood Protection
Submersible Pump in Discharge Tubes

Table 27: Dimensions [mm]

Size d7 d8 d9 e162) h7 lmin. m n p1 p2 s1 t362) t4 min.63)

Suction um-
brella
✘ ✓
d8 d9
600-390 545 610 900 400 540 510 580 830 1060 760 860 7 280 2650
600-420 530 610 900 400 540 480 850 830 1060 760 860 7 270 2600
700-390 545 610 900 400 540 510 580 930 1160 860 960 8 280 2950
700-420 530 610 900 400 540 480 850 930 1160 860 960 8 270 2950
700-460 630 710 1050 450 620 540 850 930 1160 860 960 8 320 2900
800-460 630 710 1050 450 620 540 850 1030 1260 960 1060 8 320 3300
800-580 720 810 1300 500 750 625 1000 1030 1260 960 1060 8 380 2950 64)
3300 65)
900-630 820 910 1300 550 750 575 1000 1130 1360 1060 1160 8 420 3350
900-650 800 910 1500 550 850 670 1300 1130 1360 1060 1160 8 420 3300

t2 = 1.1 x water level, maximum 2 x t1

Height of corner lining (b1 and b2) like t2
Permissible dimensional 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
▪ Discharge flanges to DIN EN 1092-1 PN6 / DIN EN 1092-2 PN6

Loss diagram
1,0 ① - DN2 = 200 mm
1 2 3 4 5 6 7 8 9 10 11 12 13 ② - DN2 = 250 mm
0,8 ③ - DN2 = 300 mm
hV Kr [m] 14 ④ - DN2 = 350 mm
0,6 ⑤ - DN2 = 400 mm
15 ⑥ - DN2 = 500 mm
0,5 ⑦ - DN2 = 600 mm
⑧ - DN2 = 700 mm
0,4 16 ⑨ - DN2 = 800 mm
⑩ - DN2 = 900 mm
0,3 17 ⑪ - DN2 = 1000 mm
⑫ - DN2 = 1100 mm
⑬ - DN2 = 1200 mm
⑭ - DN2 = 1300 mm
0,2
⑮ - DN2 = 1400 mm
⑯ - DN2 = 1500 mm
⑰ - DN2 = 1600 mm

0,1
0,08

0,06

0,05

0,04
0,1 0,2 0,3 0,4 0,5 0,6 0,8 1 Q [m3/s] 2 3 4 5 6
1581.396/01-EN-US

Calculation formulas:
H = Hgeo + ∆ Hv
∆ Hv ▪ Loss in the elbow hV Kr (see diagram)
▪ Loss in the riser (pipe friction)
▪ HV System (valves, etc. )
HV System must be determined for the specific system.

62 Observe this dimension.

63 Dimension for maximum motor length
64 Up to motor sizes 205 6 and 160 8
65 From motor sizes 250 6 and 205 8

42 AmaCan D
 Water Applications: Water Transport / Waste Water Transport, Flood Protection
Submersible Pump in Discharge Tubes

Minimum water level diagrams

t1 [mm]
4000
3600 1

3200 2

2800 3

2400 4

2000 5

1600 6
5
6
4
1200
3
1000 1&2

800

600

500

400
0,1 0,2 0,3 0,4 0,5 0,6 0,8 1 1,5 2 2,5 3 4 5 6 7 8
Q [m3/s]
Fig. 18: Open intake chamber, design without suction umbrella Ø d8
t1 [mm]
4000
3600 1

3200 2

2800 3

2400 4

2000 5

1600 6
5
6
4
1200
3
1000 1&2

800

600

500

400
0,1 0,2 0,3 0,4 0,5 0,6 0,8 1 1,5 2 2,5 3 4 5 6 7 8
3
Q [m /s]
Fig. 19: Open intake chamber, design with suction umbrella Ø d9
1581.396/01-EN-US

1 AmaCan D 600/700 - 390 4 AmaCan D 800 - 580

2 AmaCan D 600/700 - 420 5 AmaCan D 900 - 630
3 AmaCan D 700/800 - 460 6 AmaCan D 900/1000 - 650

AmaCan D 43
 Water Applications: Water Transport / Waste Water Transport, Flood Protection
Submersible Pump in Discharge Tubes

Installation type DG
X 6

DN2

p2
p1
a1

a
A 5
200 a2 200
A
D Foundation recesses66)
1
300

t4
2
Y

250
200

45°
B B

t3 h7
t1

Section A - A
t9

d10

n
e2

m
B-B Detail X:
Support plate of the discharge tube
l e1 Drawing: without pump
Y
s1

45°
3
4
b

h7
0 - 90° d7
b1

vmax. = 1 m/s b2 d8

①: Vent line Detail Y:

②: Minimum water level (values see diagram on the following pages) Seating ring
③: Flow-straightening vane (ð Page 46)
④: Approach flow
⑤: Not pressure-proof
⑥: Connect the discharge pipe to the discharge tube without transmitting any stresses or
strains.

Table 28: Dimensions [mm]

Size DN2 min. DN2 max. D a a1 a2 b b1 b2 d7 d8 d10

600-390 350 600 610 580 760 510 1000 200 400 545 610 660
600-420 350 600 610 580 760 510 1250 250 500 530 610 660
700-390 400 700 711 650 860 610 1000 200 400 545 610 660
700-420 400 700 711 650 860 610 1250 250 500 530 610 660
700-460 400 700 711 650 860 610 1250 250 500 630 710 760
800-460 500 800 813 700 960 710 1250 250 500 630 710 760
1581.396/01-EN-US

800-580 500 800 813 700 960 710 1500 300 600 720 810 860
900-630 600 900 914 760 1060 810 1500 300 600 820 910 960
900-650 600 900 914 760 1060 810 1800 360 720 800 910 960

66 All dimensions for foundation recesses apply to discharge tube design without intermediate flange.

44 AmaCan D
 Water Applications: Water Transport / Waste Water Transport, Flood Protection
Submersible Pump in Discharge Tubes

Table 29: Dimensions [mm]

Size e167) e2 h7 lmin. m n p1 p2 s1 t367) t4 min.68) t9

600-390 330 500 510 1000 830 1060 760 860 7 280 2650 375
600-420 375 625 480 1250 830 1060 760 860 7 270 2600 470
700-390 330 500 510 1000 930 1160 860 960 8 280 2950 375
700-420 375 625 480 1250 930 1160 860 960 8 270 2950 470
700-460 380 625 540 1250 930 1160 860 960 8 320 2900 470
800-460 380 625 540 1250 1030 1260 960 1060 8 320 3300 470
800-580 450 750 625 1500 1030 1260 960 1060 8 380 2950 69) 570
3300 70)
900-630 480 750 575 1500 1130 1360 1060 1160 8 420 3350 570
900-650 520 900 670 1800 1130 1360 1060 1160 8 420 3300 660

Permissible dimensional 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
▪ Discharge flanges to ISO 7005/2, DIN 2501 PN6

Loss diagram
1,0 ① - DN2 = 200 mm
1 2 3 4 5 6 7 8 9 10 11 12 13 ② - DN2 = 250 mm
0,8 ③ - DN2 = 300 mm
hV Kr [m] 14 ④ - DN2 = 350 mm
0,6 ⑤ - DN2 = 400 mm
15 ⑥ - DN2 = 500 mm
0,5 ⑦ - DN2 = 600 mm
⑧ - DN2 = 700 mm
0,4 16 ⑨ - DN2 = 800 mm
⑩ - DN2 = 900 mm
0,3 17 ⑪ - DN2 = 1000 mm
⑫ - DN2 = 1100 mm
⑬ - DN2 = 1200 mm
⑭ - DN2 = 1300 mm
0,2
⑮ - DN2 = 1400 mm
⑯ - DN2 = 1500 mm
⑰ - DN2 = 1600 mm

0,1
0,08

0,06

0,05

0,04
0,1 0,2 0,3 0,4 0,5 0,6 0,8 1 Q [m3/s] 2 3 4 5 6

Calculation formulas:
H = Hgeo + ∆ Hv
∆ Hv ▪ Loss in the elbow hV Kr (see diagram)
▪ Loss in the riser (pipe friction)
▪ HV System (valves, etc. )
HV System must be determined for the specific system.
1581.396/01-EN-US

67 Observe this dimension.

68 Dimension for maximum motor length
69 Up to motor sizes 205 6 and 160 8
70 From motor sizes 250 6 and 205 8

AmaCan D 45
 Water Applications: Water Transport / Waste Water Transport, Flood Protection
Submersible Pump in Discharge Tubes

Minimum water level diagrams

t1 [mm]
4000
3600 1

3200 2 1
2800 3 2
3
2400 4
4
2000 5
5
6
1600 6
5
6
4
1200 3
1000 1&2

800

600

500

400
0,1 0,2 0,3 0,4 0,5 0,6 0,8 1 1,5 2 2,5 3 4 5 6 7 8
3
Q [m /s]
Fig. 20: Covered intake chamber
1 AmaCan D 600/700 - 390 4 AmaCan D 800 - 580
2 AmaCan D 600/700 - 420 5 AmaCan D 900 - 630
3 AmaCan D 700/800 - 460 6 AmaCan D 900/1000 - 650

Dimensions of the flow-straightening vane

Design of the intake chamber wall surfaces (to prevent vortex formation)
The flow-straightening vane is indispensable for the inlet conditions of the pump set. It prevents the development of a submerged
vortex (floor vortex) which could cause a drop in performance, for example. In addition, the floor and wall surfaces of the intake
chamber should be designed as a rough concrete surface. Rough surfaces minimize the separation of boundary layers that may
cause wall and floor vortices.

Flow-straightening vane and intake chamber

▪ The anti-vortex vanes in the bellmouth must be aligned with the flow-straightening vane.
▪ The bail of the pump is oriented in the same direction as the anti-vortex vanes in the bellmouth.

1581.396/01-EN-US

46 AmaCan D
 Water Applications: Water Transport / Waste Water Transport, Flood Protection
Submersible Pump in Discharge Tubes

Fig. 21: Installation position of the pump set

1 Bail
2 Anti-vortex vanes
3 Flow-straightening vane

Variant 1 Variant 2
Flow-straightening vane cast from concrete Steel section
s2
sR
s1

hR
hR

D
(e1) (e1)
lR lR

A Bolted to the floor of the intake chamber

B Flow-straightening vane centered beneath the discharge
tube
C Discharge tube
D Intake chamber
1581.396/01-EN-US

AmaCan D 47
 Water Applications: Water Transport / Waste Water Transport, Flood Protection
Submersible Pump in Discharge Tubes

Installation types BU/BUS, CU/CUS, DU/DUS

Table 30: Dimensions [mm]

Size hR s1 s2 sR (e1) lR71)

Suction umbrella Suction umbrella
✘ ✓ ✘ ✓
d8 d9 d8 d9
600-390 150 20 60 10 400 540 835 1050
600-420 190 20 70 10 400 540 875 1050
700-390 150 20 60 10 400 540 835 1050
700-420 190 20 70 10 400 540 875 1050
700-460 190 20 70 10 450 620 875 1150
800-460 190 20 70 10 450 620 875 1150
800-580 230 25 90 10 500 750 1100 1350
900-630 230 25 90 10 550 750 1200 1500
900-650 265 25 100 12 550 850 1300 1650

Installation types BG, CG, DG

hR

lR 45°

Fig. 22: Flow-straightening vane for covered intake

chamber

Table 31: Dimensions [mm]

Size hR s1 s2 sR lR
600-390 150 20 60 10 550
600-420 190 20 70 10 545
700-390 150 20 60 10 550
700-420 190 20 70 10 545
700-460 190 20 70 10 660
800-460 190 20 70 10 660
800-580 230 25 90 10 750
900-630 230 25 90 10 850
900-650 265 25 100 12 790
1581.396/01-EN-US

71 Adjust length IR of the flow-straightening vane to the 45° angle of the intake chamber.

48 AmaCan D
 2023-12-07
1581.396/01-EN-US

KSB SE & Co. KGaA

Johann-Klein-Straße 9 • 67227 Frankenthal (Germany)
Tel. +49 6233 86-0
www.ksb.com

KSB SE & Co. KGaA

Turmstraße 92 • 06110 Halle (Germany)
Tel. +49 345 4826-0
www.ksb.com