Amacan S - Penelly · 2008. 11. 20. · Amacan S 4 List of liquids handled The table below is a guide, based on the experience of KSB over many years. The details given cannot be

Automation products available:

• PumpExpert• Hyamaster• hyatronic

Type series booklet Amacan S1589.5/3--10

Submersible Motor Pumpwith Mixed Flow Impeller

50 HzStandard range

Designs incorporating features which are outsidethe documented standards must comply with theappropriate conditions of application which will beprovided upon request.

ApplicationsIrrigation and drainage pumping stations, stormwater pumpingstations, raw and clean water pumps in water works, coolingwater pumps in power stations, and industry, industrial watersupply and flood control, dock and sluice pumps, aquaculture.

Operating dataCapacities Q up to 3000 l/sTotal heads H up to 40 mMotor rating P2 up to 425 kWTemperatureof liquid handled t up to 30 °C

higher temperatures on request

DesignClose--coupled unit with mixed flow impeller, single stage,single entry, for installation in discharge column.

DriveThree-phase asynchronous motor;400 V, 690 V (variant 380 V, 660 V);Starting method: d. o. l.

BearingsMaintenance-free antifriction bearings with permanent greaselubrication.

Shaft sealingTwo single-acting mechanical seals in tandem arrangement in-dependent of the direction of rotation. A liquid chamber bet-ween the seals ensures cooling and lubrication.

MaterialsPump casing JL 1040Motor housing JL 1040Pump shaft 1.4021 / 1.4057Propeller Al-Bronze / Duplex steelCasing wear ring Stainless steelBolts/nuts A 4

DesignationExample

Material code

Number of poles of the motor

Motor size

Propeller diameterat pressure side [mm]

DN discharge column

Mixed flow impeller

Pump type

Motor version

Amacan S 1000- 655/ 190 8 UAG2

Amacan S

2

Selection chart

H [m]

Q [m3/h]

Q [l/s]

700

200 300 400 500 1000 1200 1600 2000 3000 4000 5000 8000

1000 2000 3000 4000 5000 10000 20000 30000

60

50

40

20

1.8

2

3

4

5

10

30

-620n=960 min--1

-550n=725min--1

-364n=1450 min--1

-404n=1450 min--1

-405n=1450 min--1

-505n=960 min--1

-535n=960 min--1

-655n=725 min--1

individual programme

-600n=960 min--1

-615n=960 min--1

-820n=580min--1

-550n=960 min--1

-365n=1450

min--1

0W 385 730-00

Amacan S

3

Product Features -- to our Customers’ BenefitExample: Amacan S 1000-655/190 8 UAG2

Specially designed lug for receivingcrane hook allows installation andremoval even when inlet chamber isflooded.(No need to enter the dischargecolumn.)

Cable mounted with strainrelief.

The cable entry is absolutelywatertight.Multiple safety by:1. Long rubber gland.2. Cable sheathing embedded

in resin.3. Individual cores stripped,

tinned and embedded in resin.

Mechanical seals in tandemarrangement, trouble-freeoperation guaranteed for manyyears due to liquid feed andhigh quality, wear resistantsealing materials.

Self-centering of the pump inthe discharge column by itsown weight.Sealing ensured by an O-ring.No additional anchoring orrotational protection required.Fast installation and removalof pump as disconnection ofpipes and cables is notnecessary.

Early detection of faultspossible by means of bearingtemperature control.

High operational safety due toprotected sealing chamber.

Vortex-free inflow due to baffleplates.

Motor optimally adaptedto pump characteristics.

Extremely small flow lossesin the discharge columndue to slim motor,D therefore less expensive,

smaller discharge columns,D smaller civil construction.

Thermal protection preventsmotor damage caused byoverheating overheating.

Very good pump efficiencycurve allows a wide operatingrange.

Patented, standard moisturesensor as additional safetydevice(motor protection).

Float switch in the leakagechamber for monitoring themechanical seal.

Mixed flow impeller having veryhigh hydraulic efficiency

Early detection of faultspossible by means of bearingtemperature control.

Bellmouth with casing wear ring protecting againstcavitation and wear as standard design.

DINsimilar to

ASTM material

GG-20 A 48 Class 30 B

GG-25 A 48 Class 35 B

1.4517 A 743 CD 4 MCU

1.4021 A 276 Type 420

1.4057 A 276 Type 431

1.4462 A 182 FXM-19

1.4571 A 276 Type 316 Ti

RST 37-2 A 284 B

NBRNBR

FPM FKM

EN

JL 1030

JL 1040

1.4517

1.4021

1.4057

1.4462

1.4571

S235JRG2

NBR

FPM

G-CuAl10NiCC333G-GS

Amacan S

4

List of liquids handledThe table below is a guide, based on the experience of KSB over many years. The details given cannot be taken asgenerally binding recommendation. More detailed advice is available from our technical department in Halle.Make use of the experience of KSB material laboratories when selecting the most suitable material.

Medium handled 1) -- not liable to plait Notes, recommendations

Dirty water (like waste water)

River waterSurface water Precleaning by screen

Storm waterSurface water Precleaning by screen.

Treated sewage

Activated sludge max. 2 % dry substance content

Sea water t≤30 °C Material combination ”G3“ check anodes every 6 to 12 months

1) Pumped products not listed here require higher-grade materials in most cases. (Contact KSB!)

Inside diameter between screen bars

Size Coarse screen Fine screen 2)

-364 / -365-404 / -405 30

-505-535-550

4015

-600-615 50 20

-620 40 15-655-820 60 20

2) Fine screens must be used for increased pollution load.

Materials Material comparisonStandard programme (up to approx. 400 kW)

Material combination G2 G33)

(Sea water design)

Part No. Description Materials

101 Pump casing JL1040

138 Inlet nozzle JL1030

233

Counterclockwiseimpeller open CC333G-GS

Duplex steel(1.4517)

233Counterclockwiseimpeller closed 5) 1.4408

Duplex steel(1.4517)

350 Bearing housing JL1040

360 Bearing cover JL1030

412 O-ring NBR 4)

433 Mechanical seal SiC/SiC, Bellows NBR 4)

502 Casing wear ring Stainless steel (1.4571)

571 ClampS235JRG2

at stopper 1.4462

811 Motor housing JL1040

812 Motor housing cover JL1040

818 Shaft (rotor) 1.4021 1.4057

834 Cable gland JL1040

various Bolts A4

99-16 Anode ---- Zn

3) Pump unit with cathodic protection (check anodes every 6 up to 12 months) and top coat 250 μm4) Nitrile butadiene rubber (Perbunan), fluorine rubber (FPM) -- design option possible at extra charge5) Pump size 900/1000-620

Other material combinations upon request.

Amacan S

5

CoatingsStandard:Primer and top coatSurface preparation: SA 2 1/2 (SIS 055900)Corrosion protection according to AA 0080-06-01Primer coat: Friazinc R, approx. 35 μm (2--component zinc dust paint on basis of epoxy resin)Top coat: KSB-Standard 2K-HS-paint, approx. 100 μm (RAL 5002)

Standard variant -- Sea water design:Primer and top coatSurface preparation: same as standardPrimer coat: same as standardTop coat: KSB-Standard 2K-HS-paint, approx. 250 μm (RAL 5002)

Special coatingAvailable on request with manufacturer, plus surcharge and extended delivery period.

Production programme-- Size Amacan S 650- 364 up to 1300- 820-- Designs not within documented standards possible upon request-- Motor power according to motor catalogue 1589.505/...

Scope of supplyStandard: complete pump unit ready for connection, 400 V/50 Hz, with 10 m power cable(deviations from standard design incur extra charges and prolonged delivery times)

Standard variants: refer to page 6

The following accessories are available/required:-- steel discharge column in various designs-- carrier cable complete with cable guide accessories

(if free cable length in discharge column exceeds 3.5 m, a cable guide is recommended)-- monitoring unit-- bottom guide rib-- spare parts

Guarantee, testing and quality controlEach pump is subjected to a functional test to KSB standard ZN 56 525. The operating data are guaranteed according toISO 9906/A, DIN 1944/III or other comparable international standards.The quality of each pump is guaranteed by an audited and certified quality assurance system meeting the requirementsof standard DIN/ISO 9001.

Recommended stock of spare partsfor a two-year operation acc. to VDMA 24296 (valid for continuous operation)

Part No. Part designation Number of pumps (including stand-by)

2 3 4 5 6 8 10 and more

138 Inlet nozzle 1 1 1 2 2 3 30 %

233 Counterclockwise impeller 1 1 1 2 2 3 30 %

502 Casing wear ring 2 2 2 3 3 4 50 %

433.01 / 433.02 Mechanical seal 2 3 4 5 6 7 90 %

322 Bearing -- motor side 1 1 2 2 3 4 50 %

320 / 321 Bearing -- pump side 1 1 2 2 3 4 50 %

Set of Casing Gaskets -- motor/pump 4 6 8 8 9 10 100 %

Set of Casing Gaskets -- cable duct 4 6 8 8 9 10 100 %

412.05 O-ring for discharge column sealing 2 3 4 5 6 8 100 %

Amacan S

6

TECHNICAL DATA -- STANDARD PROGRAMME / ( standard-variants )

Power rating up to 425 kW, or on request

Bearings ball bearings with lifetime lubrication

Motor

Version UA standard

Starting method direct

Voltage 400 V, 690 V (variants: 380 V, 660 V)

Cooling surface cooling by medium handled

Cable

Length 10 m (var.: up to 50 m)

Entry sealed over its entire length

Type see motor catalogue 1589.505/...,cable sheathing of chloroprene rubber

Sealing

Elastomers nitrile rubber NBR (var.: Viton=fluororubber FPM)

Shaft sealing bellow mechanical seal

Monitoring

winding temperature PTC resistor

bearing temperature with Pt 100 on pump side and motor side

moisture moisture sensor in motor chamber (conducting probe)

mechanical seal leakage float switch in leakage chamber

Painting environmentally sound KSB standard 2K-HS-paint (RAL 5002)

Temperature of medium handled 30 oC

Installation see installation drawing

Tests

Hydraulic tests ZN 56525 (Var.: DIN 1944 / II / III; ISO 9906/A/1/2 )

General accep. test ZN 56525 (Var.: with test report EN 10 204-2.2)

834.01

412.08

914.04

901.02

812

932.03

69-6.01

932.04

421.02

80-1

818

360

914.01

914.02

99-17

836.01

412.01

502

233

922

138

571

903.04

914.03

350.02

835

563

500.02

69-6.01

81-56

411.26

412.02

320

321

81-45

101

433.02

412.05

902.01

940.02

914.07

905.05

0W 383 890-00

411.04

885

920.01

520.01

AA

758

322

421.01

350.01

903.02411.02

933.01

903.01411.01

412.03

834.01

412.07

V

Amacan S

7

General arrangement drawing

Part no. Part description

59-7 Support

68-3 Cover plate

69-6 Temperature sensor

80-1 Semi-finished motor

81-45 Float switch

81-56 Moisture protection of motor

81-97 Cable protector

82-5 Adapter

99-17 Dessicant

101 Pump casing

138 Inlet nozzle

233 Counterclockwise impeller

320 Angular contact ball bearing

321 Deep groove ball bearing

322 Roller bearing

350 Bearing housing

360 Bearing cover

411 Joint ring

412 O-Ring

421 Lip seal

433 Mechanical seal

500 Ring

502 Casing wear ring

520 Sleeve

550 Disc

563 Bolt

571 Clamp

758 Strainer insert

812 Motor casing cover

818 Rotor

834 Cable gland

835 Terminal board

836 Terminal strip

894 Bracket

900 Screw

901 Hexagon head bolt

902 Stud

903 Screwed plug

914 Socket head cap screw

920 Nut

922 Impeller nut

931 Lock washer

932 Circlip

940 Key

920.25

550.25

68-3.02

81-97.01

81-97.02

59-7.01

550.25

901.25

Section A - A

V

412.06

914.06

82-5

Design: closed impeller

233

138

502

5

10

15

20

25

30

400 600 800 1000 1200Q [l/s]

1800 2600 3400 4200Q [m3/h]

6000 8000 10000 12000 14000 Q [IM.GPM]

8000 12000 16000 Q [US.GPM]

20

30

60

70

80

90

100

110

120

160

200

240

280

400 600 800 1000 1200Q [l/s]

180

340

∅513/ 388

∅513/ 388

∅534/ 433

∅543/ 452

Q min

78 808284

84

8280

7875

70

86868686

50

220

260

300

η [%]

∅557 483

The following steps lead toa correct selection ofpump:

Given data:Capacity Q = 1000 l/sDischarge head Htotal = 15.5 m

Q [ l/s ]H [m]

Impeller diameter

Applying the QH data given,the impeller diameter 539/443is obtained and thusP duty point.The impeller diameter isturned down to the duty point.

A

B

P (Qmin)

C

P2 mot req.

i. e.205 kW x 1.05 = 215 kW

Qmin of the range of operationdetermines the required maxi-mum motor power of 205 kW.

Amacan S ...-550 960 1/min

Range ofoperationD QminD Qmax

DMotor size

P2 mot req.

times205 kW

D

Förderstrom/Rate of Flow/Débit

Power P(Qmin)Factor for motorpower reserve kP2

Formula:P(Qmin) times kP2

C1.05

during operation of frequency converter, additional RC of 5 %

H = Hgeo + ∆ HV

Range of operationQmin = 900 l/s up toQmax = 1100 l/sMaterial combination: G2VFD in use: no

= duty point

Motor power reserve kP2

H [m]FörderhöheHeadHauteur

P [kW]LeistungsbedarfPower InputPuiss. abs.

A

B205 kW

∅557/ 483

∅539/ 443

∅539/ 443∅543/ 452

∅534/ 433

Amacan S

8

Selection of pump

Power required by the pump[kW]

Motor power reserve k2[%]

up to 20 approx. 7.5

20 to 40 approx. 6.5


above 80 5

Verwendete MotorgrößenSuitable motor sizesDéfinition taille moteur

MotorleistungMotor ratingPuissance moteur

MassenträgheitsmomentMass moments of inertiaMoment d’inertie

Amacan S ...- 550/ ... P2 [kW] J [kgm2]

850-... / 150 6 U .. 150 4,64

850-... / 175 6 U .. 175 4,97

850-... / 230 6 U .. 230 9,03

850-... / 290 6 U .. 290 12.45

Selected: Motor with 230 kW, 6-poles, version ”UA”

Complete unit designation: Amacan S 850 -550/230 6 UAG2

For additional data refer to page 24, 25 as well as page 28 onwards.

Amacan S

9

General remarksAdvice for pump designThe guaranteed point for the discharge column--mounted pump is at 0.5 m above the motor (DIN 1184).Documented curves are designed for this reference level. Head calculations have to take this into account.Head and capacity data apply to media with a density ρ=1 kg/dm3 and a and a kinematic viscosity ν up to 20 mm2/s.

If necessary correct the required power according to the density of the pumped medium:

P2req. = ρmedium (kg/dm3) x P2docuThe decisive factor in establishing an operating range is always the duty point with the greatest power input.

Impellers are turned down to the duty point. When ordering, always indicate QH data.

-- Discharge head (Htotal)

The total discharge head of the pump is composed of:Htotal = Hgeo + ∆ HVHgeo -- static head

D w/o discharge elbow -- difference between suction-end water level and overflow edgeD with discharge elbow -- difference between suction-end and discharge-end water level

∆ HV -- plant lossesD starting 0.5 m behind the pump: e. g. friction losses, elbows, non-return valves etc.

-- ”ESK losses”These are losses produced by inlet, riser pipe and elbow (or free discharge).Riser pipe losses are contained in the curve documentation up to the above reference level (0.5 m above the motor).Inlet and elbow losses are system losses and must be taken into account for selection.

For information on structural requirements, pump installation and pump sump design please refer to the KSB know--how brochure”Planning information: Amacan submersible pumps in discharge tubes” (ref. No. 0118.55).

-- Inlet chamberThe values documented for the inlet chamber refer to the maximum volume flow rate of each pump size.Smaller inlet chambers are possible, consultation with the manufacturer is required.

Motor power reserve kP2To balance the inevitable tolerances of the characteristic curve of the plant, the pump, the motor etc.,we recommend to select a motor size with sufficient power reserve.

Power required by the pump[kW]

Motor power reserve kP2[%]

up to 20 approx. 7.5



above 80 5

Should local regulations or uncertainties in the plant calculation demand higher reserves, then these will apply!

Frequency converter operationFrequency converter operation is possible.

For frequency converter operation, the motor power reserve must always be increase by 5 %in addition to the power reserve kP2.

The power limit must be set at the frequency converter to IN (nominal power).

The setting range must be limited to 25--50 Hz.

Order data-- Designation of pump unit according to ”Designation” / ”Selection of pump”

-- Capacity Q

-- Total head H (Htotal and plant losses)

-- Liquid handled and liquid temperature

-- Voltage, frequency, length of cable

-- Accessories requiredD with carrier cable, indicate dimension ”L” -- according to last page, or indicate elevationD with discharge columns, indicate all necessary elevations and the mode of installation

-- Quantity and language of operating instructions

Amacan S

10

Amacan S ...- 364 1450 1/min

Förderstrom / Rate of Flow / Débit

freier Durchgang / free passage / section de passage ∅ 39 mm K 42 909

Kennlinien nachISO 9906/A.Sie entsprechen dereffektiven Motordreh-zahl.

Curves as perISO 9906/A.They correspond tothe effective motorspeed.

Courbes selonISO 9906/A.Elles correspondent àla vitesse de moteureffective.

FörderhöheHeadHauteur

LeistungsbedarfPower InputPuiss. abs.

0

5

10

15

20

H [m]

200 300 400 500 Q [l/s]

900 1300 1700 Q [m3/h]

3000 4000 5000 6000 Q [IM.GPM]

4000 5000 6000 7000 8000 Q [US.GPM]

0

10

20

30

40

50

60

H [ft]

6

8

10

12

14

NPSH [m]

200 300 400 500 Q [l/s]

20

25

30

35

40

45

NPSH [ft]

20

40

60

80

P [kW]

200 300 400 500 Q [l/s]

40

60

80

100

P [hp]

∅306/ 186

∅306/ 186

∅306/ 186

∅322/ 222

∅322/ 222

∅328/ 237

∅338/ 259

∅338/ 259

∅338/ 259

Q min

75 7880

82

82

8078

757277

84

77

84

77

84

77

84

η [%]

∅328/ 237




Amacan S ...- 364/ ... P2 [kW] J [kgm2]

650-... / 45 4 U .. 45 0,55650-... / 65 4 U .. 55 0,55650-... / 80 4 U .. 75 0,64

Angaben gültig für Dichte = 1 kg/dm3 und kinematische Zähigkeit bis max. 20 mm2/sData applies to a density of 1 kg/dm3 and a kinematic viscosity of up to max. 20 mm2/sCaractéristiques données pour une densité = 1 kg/dm3 et une viscosité cinématique = ou < 20 mm2/s.

Amacan S

11

Amacan S ...- 365 1450 1/min








0

5

10

15

20

H [m]

200 400 600 Q [l/s]

900 1300 1700 2100 2500 Q [m3/h]

3000 5000 7000 9000 Q [IM.GPM]

4000 6000 8000 10000 Q [US.GPM]

0

10

20

30

40

50

60

70

H [ft]

8

10

12

14

16

NPSH [m]

200 400 600 Q [l/s]

30

35

40

45

50

NPSH [ft]

20

60

100

P [kW]

200 400 600 Q [l/s]

45

70

95

120

145

P [hp]

∅329/ 200

∅329/ 200

∅329/ 200

∅346/ 239

∅346/ 239

∅352/ 254

∅352/ 254

∅363/ 278

∅363/ 278

∅363/ 278

Q min

7880

8284

84

8280

7875

72

66

84,584,584,584,5

η [%]




Amacan S ...- 365/ ... P2 [kW] J [kgm2]

650-... / 65 4 U .. 55 0,55650-... / 80 4 U .. 75 0,64

650-... / 100 4 U .. 90 0,71650-... / 120 4 U .. 110 0,79


Amacan S

12

Amacan S ...- 404 1450 1/min








10

15

20

25

30

H [m]

200 300 400 500 Q [l/s]

900 1100 1300 1500 1700 Q [m3/h]

3000 4000 5000 6000 Q [IM.GPM]

4000 5000 6000 7000 8000 Q [US.GPM]

40

50

60

70

80

90

H [ft]

4

6

8

10

12

14

16

NPSH [m]

200 300 400 500 Q [l/s]

20

30

40

50

NPSH [ft]

40

60

80

100

120

P [kW]

200 300 400 500 Q [l/s]

70

90

110

130

150

P [hp]

∅346/ 252

∅346/ 252

∅346/ 252

∅362/ 283

∅362/ 283

∅380/ 315

∅380/ 315

∅380/ 315

Q min

80

80

78

75

81

82

81

82

81

82

η [%]




Amacan S ...- 404/ ... P2 [kW] J [kgm2]

650-... / 80 4 U .. 75 0,84650-... / 100 4 U .. 90 0,91650-... / 120 4 U .. 110 0,99650-... / 140 4 U .. 135 1,02


Amacan S

13

Amacan S ...- 405 1480 1/min


freier Durchgang / free passage / section de passage ∅ 42 mm K 42 912/1






4000 6000 8000 10000 12000 14000US.gpm

4000 6000 8000 10000IM.gpm

1000 1500 2000 2500 3000m/h3

200 300 400 500 600 700 800 900l/s

200 300 400 500 600 700 800 900l/s

0

50

100

0

20

40

200

100

250

100

200

40

20

80

20

5

Qmin

ø372

70

70

75

75

80

80

82

82

ø372

ø372

ø387

84.2

70

70

75

75

80

80

82

82

8484

ø387

ø387

ø401

84.4

70

70

75

75

80

80

82

82

84

84

ø401

ø401

ø415

85.1

70

70

75

75

80

80

82

82

84

84

ø415

ø415

η [%]

82.4H [m] H [ft]

NPSH [m] NPSH [ft]

P [kW] P [hp]150




Amacan S ...- 405/ ... P2 [kW] J [kgm2]

650-... / 120 4 U .. 110 1,10650-... / 140 4 U .. 135 1,15650-... / 160 4 U .. 150 1,70650-... / 180 4 U .. 180 1,82650-... / 200 4 U .. 200 2,00650-... / 220 4 U .. 220 2,11


Amacan S

14

Amacan S ...- 505 960 1/min








5

10

15

20

25

H [m]

300 500 700 900 Q [l/s]

1250 1750 2250 2750 Q [m3/h]

4000 6000 8000 10000 Q [IM.GPM]

5000 7000 9000 11000 13000 Q [US.GPM]

20

30

40

50

60

70

80

H [ft]

4

8

12

16

20

NPSH [m]

300 500 700 900 Q [l/s]

20

30

40

50

60

NPSH [ft]

60

100

140

180

P [kW]

300 500 700 900 Q [l/s]

120

160

200

240

P [hp]

∅448/ 320

∅448/ 320

∅448/ 320

∅474/ 376

∅474/ 376

∅489/ 407

∅489/ 407

∅500/ 428

∅500/ 428

∅500/ 428

Q min

78

8082

84

84

8280

78

75

70

85,585,585,585,5η [%]




Amacan S ...- 505/ ... P2 [kW] J [kgm2]

800-... / 100 6 U .. 95 2,21800-... / 120 6 U .. 110 2,28800-... / 140 6 U .. 125 2,44800-... / 150 6 U .. 150 3,28800-... / 175 6 U .. 175 3,60


Amacan S

15

Amacan S ...- 535 960 1/min








0

5

10

15

20

H [m]

500 700 900 1100 1300 Q [l/s]

1800 2600 3400 4200 5000 Q [m3/h]

8000 12000 16000 Q [IM.GPM]

9000 13000 17000 21000 Q [US.GPM]

0

30

40

50

60

70

H [ft]

6

8

10

12

14

NPSH [m]

500 700 900 1100 1300 Q [l/s]

20

25

30

35

40

45

NPSH [ft]

60

100

140

180

P [kW]

500 700 900 1100 1300 Q [l/s]

240

P [hp]

∅485/ 301

∅485/ 301

∅485/ 301

∅504/ 343

∅504/ 343

∅531/ 409

∅531/ 409

Q min

78 8082

84

8482

8078

75

70

86868686

∅520/ 384

∅520/ 384

120

160

200

10

20

η [%]

∅531/ 409




Amacan S ...- 535/ ... P2 [kW] J [kgm2]

800-... / 100 6 U .. 95 2,24800-... / 120 6 U .. 110 2,31800-... / 140 6 U .. 125 2,46800-... / 150 6 U .. 150 3,28800-... / 175 6 U .. 175 3,60850-... / 230 6 U .. 230 7,66


Amacan S

16

Amacan S ...- 550 960 1/min








5

10

15

20

25

30

H [m]

400 600 800 1000 1200 Q [l/s]

1800 2600 3400 4200 Q [m3/h]

6000 8000 10000 12000 14000 Q [IM.GPM]

8000 12000 16000 Q [US.GPM]

20

30

60

70

80

90

100

110

H [ft]

6

10

14

18

22

NPSH [m]

400 600 800 1000 1200 Q [l/s]

20

30

40

50

60

70

NPSH [ft]

120

160

200

240

280

P [kW]

400 600 800 1000 1200 Q [l/s]

180

340

P [hp]

∅513/ 388

∅513/ 388

∅513/ 388

∅534/ 433

∅534/ 433

∅543/ 452

∅557/ 483

Q min

78 80 8284

84

8280

7875

70

86868686

40

50

220

260

300

η [%]

∅543/ 452

∅557/ 483

∅557 483




Amacan S ...- 550/ ... P2 [kW] J [kgm2]

850-... / 150 6 U .. 150 4,64850-... / 175 6 U .. 175 4,97850-... / 230 6 U .. 230 9,03850-... / 290 6 U .. 290 12,45


Amacan S

17

Amacan S ...- 550 725 1/min








0

5

10

15

20

H [m]

300 500 700 900 Q [l/s]

1250 1750 2250 2750 Q [m3/h]

4000 6000 8000 10000 Q [IM.GPM]

5000 7000 9000 11000 13000 Q [US.GPM]

0

10

20

30

40

50

60

H [ft]

4

6

8

10

12

14

NPSH [m]

300 500 700 900 Q [l/s]

20

30

40

NPSH [ft]

40

60

80

100

120

P [kW]

300 500 700 900 Q [l/s]

70

90

110

130

150

P [hp]

∅513/ 388

∅513/ 388

∅513/ 388

∅534/ 433

∅534/ 433

∅543/ 452

∅557/ 483

∅557/ 483

∅557/ 483

Q min

78 8082

84

84

8280

7875

70

85,585,585,585,5

∅543/ 452

η [%]




Amacan S ...- 550/ ... P2 [kW] J [kgm2]

850-... / 75 8 U .. 75 4,42850-... / 100 8 U .. 100 4,71850-... / 120 8 U .. 125 4,93


Amacan S

18

Amacan S ...- 600 960 1/min








5

10

15

20

25

30

35

40

H [m]

600 800 1000 1200 1400 Q [l/s]

2400 3200 4000 4800 Q [m3/h]

9000 13000 17000 Q [IM.GPM]

11000 15000 19000 23000Q [US.GPM]

20

30

40

50

60

70

80

90

100

110

120

130

H [ft]

8

12

16

20

24

NPSH [m]

600 800 1000 1200 1400 Q [l/s]

30

40

50

60

80

NPSH [ft]

160

240

320

400

P [kW]

600 800 1000 1200 1400 Q [l/s]

300

400

500

P [hp]

∅536/ 375

∅536/ 375

∅536/ 375

∅561/ 433

∅561/ 433

∅583/ 481

∅605/ 525

∅605/ 525

Q min

8082

84

84

8280

7875

70

86868686

70

∅583/ 481

η [%]

∅605/ 525




Amacan S ...- 600/ ... P2 [kW] J [kgm2]

900-... / 230 6 U .. 230 9,8900-... / 290 6 U .. 290 13,2

1000-... / 360 6 U .. 360 16,81000-... / 420 6 U .. 420 18,3


Amacan S

19

Amacan S ...- 615 960 1/min








0

5

10

15

20

25

30

35

H [m]

500 1000 1500 Q [l/s]

2000 3000 4000 5000 6000 Q [m3/h]

8000 12000 16000 20000 Q [IM.GPM]

9000 13000 17000 21000 25000 Q [US.GPM]

0

20

80

100

120

H [ft]

4

8

12

16

20

24

28

NPSH [m]

500 1000 1500 Q [l/s]

30

50

70

90

NPSH [ft]

100

200

300

400

P [kW]

500 1000 1500 Q [l/s]

200

300

400

500

P [hp]

∅545/ 340

∅545/ 340

∅545/ 340

∅567/ 390

∅567/ 390

∅588/ 435

∅588/ 435

∅615/ 490

∅615/ 490

Q min80

8284

8482

8078

7570

85

86

85

86

85

86

85

86

40

60

η [%]

∅615/ 490




Amacan S ...- 615/ ... P2 [kW] J [kgm2]

900-... / 230 6 U .. 230 10,1900-... / 290 6 U .. 290 13,5

1000-... / 360 6 U .. 360 17,11000-... / 420 6 U .. 420 18,6


Amacan S

20

Amacan S ...- 620 960 1/min








10

20

30

40

H [m]

300 500 700 900 Q [l/s]

1250 1750 2250 2750 3250 Q [m3/h]

4000 6000 8000 10000 12000 Q [IM.GPM]

6000 10000 14000 Q [US.GPM]

50

70

90

110

130

150

H [ft]

4

6

8

10

12

14

NPSH [m]

300 500 700 900 Q [l/s]

20

30

40

NPSH [ft]

140

180

220

260

300

340

P [kW]

300 500 700 900 Q [l/s]

200

250

300

350

400

450

P [hp]

∅540/ 462

∅540/ 462

∅540/ 462

∅562/ 495

∅562/ 495

∅585/ 531

∅585/ 531

∅610/ 570

∅610/ 570

∅610/ 570

Q min

78 80 8284

8482

8078

70

85,585,585,585,5

η [%]




Amacan S ...- 620/ ... P2 [kW] J [kgm2]

900-... / 230 6 U .. 230 11,8900-... / 290 6 U .. 290 15,2

1000-... / 360 6 U .. 360 18,8


Amacan S

21

Amacan S ...- 655 725 1/min








0

5

10

15

20

25

H [m]

500 1000 1500 2000 Q [l/s]

2000 3000 4000 5000 6000 7000 Q [m3/h]

8000 12000 16000 20000 24000 Q [IM.GPM]

9500 14500 19500 24500 29500 Q [US.GPM]

0

10

20

30

40

50

60

70

80

H [ft]

4

8

12

16

20

24

NPSH [m]

500 1000 1500 2000 Q [l/s]

30

50

70

NPSH [ft]

100

180

260

340

P [kW]

500 1000 1500 2000 Q [l/s]

200

300

400

P [hp]

∅656/ 404

∅656/ 404

∅656/ 404

∅675/ 440

∅675/ 440

∅689/ 467

∅689/ 467

∅704/ 486

∅704/ 486

∅704/ 486

Q min

75 7880

8284

86

84

8280

78

7572

85

85

85

85

85

85

85

85

η [%]

Leistungsbedarf im Anspringpunktist ca. das 1,3 fache vom Nennpunkt.

Power input at start--up pointis approx. 1.3 times that of thenominal power point.

La puissance absorbée au point dedébit zéro est la puissance absorbéeau point nominal multiplié par 1,3.




Amacan S ...- 655/ ... P2 [kW] J [kgm2]

1000-... / 190 8 U .. 175 10,61000-... / 220 8 U .. 200 12,11000-... / 250 8 U .. 240 13,81000-... / 280 8 U .. 280 14,91000-... / 320 8 U .. 320 19,91000-... / 360 8 U .. 360 22,0


Amacan S

22

Amacan S ...- 820 580 1/min








0

5

10

15

20

H [m]

1000 1500 2000 2500 3000 Q [l/s]

4000 6000 8000 10000 Q [m3/h]

14000 22000 30000 38000 Q [IM.GPM]

18000 26000 34000 42000 Q [US.GPM]

0

10

30

40

50

60

H [ft]

6

8

10

12

NPSH [m]

1000 1500 2000 2500 3000 Q [l/s]

22

26

30

34

38

NPSH [ft]

100

200

300

400

P [kW]

1000 1500 2000 2500 3000 Q [l/s]

200

400

500

P [hp]

∅755/ 474

∅755/ 474

∅755/ 474

∅776/ 525

∅776/ 525

∅794/ 575

∅818/ 630

Q min

78 80 8284

8482

8078

75

86,586,586,586,5

∅794/ 575

70

300

∅818/ 630

η [%]

∅818/ 630




Amacan S ...- 820/ ... P2 [kW] J [kgm2]

1300-... / 220 10 U .. 200 21,81300-... / 250 10 U .. 235 22,81300-... / 310 10 U .. 300 29,11300-... / 380 10 U .. 360 33,41300-... / 450 10 U .. 425 36,0


Amacan S

23

Amacan S

24

Dimension table -- pump/discharge column Dimensions in mm

Steel pipe -- discharge column version

XX

1) Option for decreasing min. water level t1

0W 385 650-00

h 4

h 2

h 1

h 3

l 1

l2

d2

d1

d4

d3

d 5

Assembly

d7d8

d9

D

s1

h 7suctionumbrella1)

45°

Amacan SD d7 h7 d8 d9 s1. . . - . . . / . . . .D d7 h7 d8 d9 s1

650- 364 / 45 4/ 65 4 660 530 235 660 900 7.1/ 80 4

7.1

650- 365 / 65 4/ 80 4

660 530 235 660 900 7 1/ 100 4

660 530 235 660 900 7.1

/ 120 4650- 404 / 80 4

/ 100 4660 530 275 660 900 7 1

/ 120 4660 530 275 660 900 7.1

/ 140 4650- 405 / 120 4

/ 140 4/ 160 4

660 530 275 660 900 7 1/ 180 4

660 530 275 660 900 7.1

/ 200 4/ 220 4

800- 505 / 100 6/ 120 6/ 140 6 813 680 345 810 1050 8/ 150 6/ 175 6

800- 535 / 100 6/ 120 6/ 140 6 813 720 335 810 1300 8/ 150 6/ 175 6

850- 535 / 230 6 868 720 335 865 1300 8850- 550 / 150 6

/ 175 6868 740 385 865 1300 8

/ 230 6868 740 385 865 1300 8

/ 290 6850- 550 / 75 8

/ 100 8 868 740 385 865 1300 8/ 120 8

900- 600 / 230 6914 800 425 910 1300 10

/ 290 6914 800 425 910 1300 10

1000- 600 / 360 61016 800 425 1015 1300 10

/ 420 61016 800 425 1015 1300 10

900- 615 / 230 6914 780 430 910 1300 10

/ 290 6914 780 430 910 1300 10

1000- 615 / 360 61016 780 430 1015 1300 10

/ 420 61016 780 430 1015 1300 10

900- 620 / 230 6914 770 375 910 1300 10

/ 290 6914 770 375 910 1300 10

1000- 620 / 360 6 1016 770 375 1015 1300 101000- 655 / 190 8

/ 220 8/ 250 8

1016 920 525 1020 1500 10/ 280 8

1016 920 525 1020 1500 10

/ 320 8/ 360 8

1300- 820 / 220 10/ 250 10/ 310 10 1320 1080 555 1320 1800 12/ 380 10/ 450 10

Amacan S

25

Dimensions in mm

Amacan Sh1 h2 h3 h4 l1 l2 d1 d2 d3 d4 d5

Weight*)

. . . - . . . / . . . .h1 h2 h3 h4 l1 l2 d1 d2 d3 d4 d5 *)

kg

650- 364 / 45 4 2090 2042 1605 970/ 65 4 2090 2042 260 1605 651 70 625 500 510 390 35 970/ 80 4 2290 2242

2601805

651 70 625 500 510 390 351080

650- 365 / 65 4 2090 2042 1605 960/ 80 4 2290 2242

2601805

651 70 625 500 510 390 351070

/ 100 4 2290 2242260

1805651 70 625 500 510 390 35

1100/ 120 4 2290 2242 1805 1150

650- 404 / 80 4 2305 2258 1820 1080/ 100 4 2305 2258

2901820

665 70 620 (540) 500 390 351120

/ 120 4 2305 2258290

1820665 70 620 (540) 500 390 35

1170/ 140 4 2505 2458 2020 1300

650- 405 / 120 4 2305 2258 182070 390 35

1160/ 140 4 2505 2458 2020

70 390 351290

/ 160 4 2585 2528290

2100665 620 (540) 500

1550/ 180 4 2585 2528

2902100

66590

620 (540) 500480 45

1610/ 200 4 2665 2608 2180

90 480 451690

/ 220 4 2665 2608 2180 1730800- 505 / 100 6 2375 2328 1890 1340

/ 120 6 2375 2328 1890 70 390 35 1380/ 140 6 2575 2528 370 2090 795 775 665 645 1480/ 150 6 2520 2463 2035

90 480 451790

/ 175 6 2600 2543 211590 480 45

1890800- 535 / 100 6 2630 2583 2145 1540

/ 120 6 2630 2583 2145 70 390 35 1580/ 140 6 2830 2783 350 2345 855 775 670 700 1680/ 150 6 2620 2563 2135

90 480 451850

/ 175 6 2700 2643 221590 480 45

1950850- 535 / 230 6 3065 3005 350 2465 855 90 775 670 700 560 50 2510850- 550 / 150 6 2660 2603 2175

480 451890

/ 175 6 2740 2683415

2255865 90 826 720 700

480 451990

/ 230 6 3105 3045415

2505865 90 826 720 700

560 502610

/ 290 6 3335 3275 2735560 50

2950850- 550 / 75 8 2540 2483 2055 1660

/ 100 8 2660 2603 415 2175 865 90 826 720 700 480 45 1770/ 120 8 2660 2603 2175 1820

900- 600 / 230 6 3060 3000450

2460895 90 875 780 750 560 50

2540/ 290 6 3290 3230

4502690

895 90 875 780 750 560 502870

1000- 600 / 360 6 3540 3465450

2840895 100 875 780 750 650 60

3750/ 420 6 3890 3815

4503190

895 100 875 780 750 650 604140

900- 615 / 230 6 3035 2975450

2435815 90 870 760 730 560 50

2760/ 290 6 3265 3205

4502665

815 90 870 760 730 560 503090

1000- 615 / 360 6 3515 3440450

28151190 100 960 760 730 650 60

4110/ 420 6 3865 3790

4503165

1190 100 960 760 730 650 604500

900- 620 / 230 6 3020 2960405

2420970 90 875 755 645 560 50

2640/ 290 6 3250 3190

4052650

970 90 875 755 645 560 503000

1000- 620 / 360 6 3500 3425 405 2800 970 100 875 755 645 650 60 38201000- 655 / 190 8 3030 2970 2430 2530

/ 220 8 3150 3090 255090 560 50

2740/ 250 8 3380 3320

5502780

122090

975 855 900560 50

2910/ 280 8 3380 3320

5502780

1220 975 855 9003020

/ 320 8 3630 3555 2930100 650 60

3970/ 360 8 3980 3905 3280

100 650 604370

1300- 820 / 220 10 3430 3370 283090 560 50

3880/ 250 10 3430 3370 2830

90 560 504010

/ 310 10 3525 3450 600 2825 1195 1200 970 1050 4660/ 380 10 3875 3800 3175 100 650 60 5220/ 450 10 3875 3800 3175 5390

*) complete unit, with 10--metre cable (400 V) and 5--metre wire

Amacan S

26

Types of installation (max. length of discharge column: 10 m)

BU Steel discharge column

Overflow design with openinlet chamber

BG Steel discharge column

Overflow design with coveredinlet chamber for low suctionwater levels

A Concrete discharge column

Overflow design withcovered inlet chamber forlow suction water levels

min.water level

min.water level

min.water level

Amacan S

27

CU Steel discharge column

with underfloor dischargeand open inlet chamber

CG Steel discharge column

with underfloor dischargeand covered inlet chamberfor low suction water levels

DU Steel discharge column

with discharge nozzle abovefloor and open inlet chamber

DG Steel discharge column

with discharge nozzle abovefloor and covered inletchamber for low suction waterlevels

min.water level

min.water level

min.water level

min.water level

1) Dimensions of bottom guide rib -- see page 58 0W 385 688-00

Inflow

0-90°vmax = 1m/s

45°

View A

Ah 7

t 3t 4

h a

h ü

t 1H

geo

t 9

d7

e2

e1

l

b

d5

min. water level

bottom guide rib 1)

Amacan S

28

Installation drawingType of installation A

Pump size 650- ... 850-

Amacan S

29

Main dimensions discharge column and civil construction A Dimensions in mm

Pump size d5 d7 t4 min t3 t9 h7 b l min ha

650- 364 650 530 2600 260 375 235 1000 1000

650- 365 650 530 2600 260 375 235 1000 1000

650- 404 650 530 2850 260 375 275 1000 1000

650- 405 650 530 3000 320 470 275 1250 1250100

800- 505 800 680 3000 320 470 345 1250 1250100

800- 535 800 720 3250 380 570 335 1500 1500

850- 535 850 720 3500 380 570 335 1500 1500

850- 550 850 740 3750 380 570 385 1500 1500

Pump size e1 e2

650- 364 345 500

650- 365 345 500

650- 404 345 500

650- 405 432 625

800- 505 432 625

800- 535 518 750

850- 535 518 750

850- 550 518 750

t4 max = depends on discharge head H and civil constructionDimensions for civil construction are according to DIN 18 202, part 4, group B

Loss diagramhü [m]

Q [m3/s]

Overflow head ”hü” depends on Q and the dischargepipe diameter ∅ DA. The characteristic curve valuesare only applicable when outflow is unobstructed to allsides, otherwise they are only approximate.

H = Hgeo + ∆ HV

∆ HV -- Overflow head hü (see diagram)-- ascending pipe losses

(pipe friction)-- exit losses v2/2g

(v refers to DA)

7°

Diagram for minimum water level t1COVERED INLET CHAMBER

0W 383 515-004000

3000

2500

1600

12001000900800700600500

4000.1 0.2 0.3 0.4 0.5 0.6 0.8 1 1.5 2.5 3 4 5 6 7 82

2000

t1 [mm]

Q [m3/s]

Amacan S

30

Installation drawingType of installation A

Pump size 900- ... 1300-


Inflow

0-90°vmax = 1m/s

45°

View A

Ah 7

t 3t 4

h a

h ü

t 1H

geo

t 9

d7

e2

e1

l

b

d5

min. water level

bottom guide rib 1)

Amacan S

31

Main dimensions discharge column and civil construction A Dimensions in mm

Pump size d5 d7 t4 min t3 t9 h7 b l min ha

900- 600 900 800 3750 380 570 425 1500 1500

1000- 600 1000 800 4400 380 570 425 1500 1500

900- 615 900 780 3700 440 660 430 1800 1800

1000- 615 1000 780 4350 440 660 430 1800 1800100

900- 620 900 770 3700 320 470 375 1250 1250100

1000- 620 1000 770 4000 320 470 375 1250 1250

1000- 655 1000 920 4500 440 660 525 1800 1800

1300- 820 1300 1080 4550 560 850 555 2300 2300

Pump size e1 e2

900- 600 518 750

1000- 600 518 750

900- 615 604 900

1000- 615 604 900

900- 620 432 625

1000- 620 432 625

1000- 655 604 900

1300- 820 777 1150


Loss diagramhü [m]

Q [m3/s]


H = Hgeo + ∆ HV



(v refers to DA)

7°


0W 383 515-004000

3000

2500

1600

12001000900800700600500

4000.1 0.2 0.3 0.4 0.5 0.6 0.8 1 1.5 2.5 3 4 5 6 7 82

2000

t1 [mm]

Q [m3/s]

Amacan S

32

Installation drawingType of installation BU

Pump size 650- ... 850-


0-10¥

vmax = 1 m/s

e1

l

b

View Y

45¥

d7

h 7

(H1)

(H1)

h 7

t 3t 4

h ah ü

D

d8

d9

t 1H

geo

t 2

X

Y

A

A

Vp1

p2V100

p 2

Vm 150 35

0

min. water level

bottom guide rib 1)Inflow

Section A -- A(without pump)Foundation holesView X

Foundation holesSupport plate-- discharge column

Amacan S

33

Main dimensions discharge column and civil construction BU Dimensions in mm

Pump size D d7 h7 t4 min t3 d8 d9 ha b l min650- 364 660 530 235 2600 260 660 900 1000 570

650- 365 660 530 235 2600 260 660 900 1000 570

650- 404 660 530 275 2850 260 660 900 1000 570

650- 405 660 530 275 3000 320 660 900100

1250 820

800- 505 813 680 345 3000 320 810 1050100

1250 750

800- 535 813 720 335 3250 380 810 1300 1500 970

850- 535 868 720 335 3500 380 865 1300 1500 970

850- 550 868 740 385 3750 380 865 1300 1500 970

Pump size e1 p1 p2 mpwithout suction

umbrellawith suction

umbrella

650- 364 430 550 850 590 750

650- 365 430 550 850 590 750

650- 404 430 550 850 590 750

650- 405 430 550 850 590 750

800- 505 500 600 1000 740 900

800- 535 500 750 1000 740 900

850- 535 530 750 1050 790 950

850- 550 530 750 1050 790 950

t2 = 1.1 x water level; max. 2 x t1 t4 max = depends on discharge head H and civil constructionDimensions for civil construction are according to DIN 18 202, part 4, group B

hü [m]

Q [m3/s]


Loss diagram

7°

H = Hgeo + ∆ HV



(v refers to DA)

Diagram for minimum water level t1OPEN INLET CHAMBER 0W 383 515-00

4000

3000

2500

1600

12001000900800700600500

4000.1 0.2 0.3 0.4 0.5 0.6 0.8 1 1.5 2.5 3 4 5 6 7 82

2000

t1 [mm]

Q [m3/s]

suction umbrella d9

suction umbrella d8

Amacan S

34

Installation drawingType of installation BU

Pump size 900- ... 1300-


0-10¥

vmax = 1 m/s

e1

l

b

View Y

45¥

d7

h 7

(H1)

(H1)

h 7

t 3t 4

h ah ü

D

d8

d9

t 1H

geo

t 2

X

Y

A

A

Vp1

p2V100

p 2

Vm 150 35

0

min. water level


Section A -- A(without pump)Foundation holesView X


Amacan S

35

Main dimensions discharge column and civil construction BU Dimensions in mm

Pump size D d7 h7 t4 min t3 d8 d9 ha b l min900- 600 914 800 425 3750 380 910 1300 1500 900

1000- 600 1016 800 425 4400 380 1015 1300 1500 900

900- 615 914 780 430 3700 440 910 1300 1800 1200

1000- 615 1016 780 430 4350 440 1015 1300100

1800 1200

900- 620 914 770 375 3700 320 910 1300100

1250 650

1000- 620 1016 770 375 4000 320 1015 1300 1250 650

1000- 655 1016 920 525 4500 440 1020 1500 1800 1200

1300- 820 1320 1080 555 4550 560 1320 1800 2300 1550

Pump size e1 p1 p2 mpwithout suction

umbrellawith suction

umbrella

900- 600 550 750 1100 840 1000

1000- 600 600 750 1220 960 1150

900- 615 550 750 1100 840 1000

1000- 615 600 750 1220 960 1150

900- 620 550 750 1100 840 1000

1000- 620 600 750 1220 960 1150

1000- 655 600 850 1220 960 1150

1300- 820 750 1000 1520 1260 1450

t2 = 1.1 x water level; max. 2 x t1 t4 max = depends on discharge head H and civil constructionDimensions for civil construction are according to DIN 18 202, part 4, group B

hü [m]

Q [m3/s]


Loss diagram

7°

H = Hgeo + ∆ HV∆ HV -- Overflow head hü (see diagram)

-- ascending pipe losses(pipe friction)

-- exit losses v2/2g(v refers to DA)


4000

3000

2500

1600

12001000900800700600500

4000.1 0.2 0.3 0.4 0.5 0.6 0.8 1 1.5 2.5 3 4 5 6 7 82

2000

t1 [mm]

Q [m3/s]

suction umbrella d9

suction umbrella d8

(H1)

t 3t 4

h ah ü

D

d10

e2

t 1H

geo

X

Y

t 9

h 7

min. water level


0-90¥

vmax = 1 m/s

e1

l

b

View Y

45¥

d7

h 7

(H1)

d8

A

A

Vp1

p2V100

p 2

Vm

150

350

bottom guide rib 1)

Inflow

View X(without pump)

Foundation holes

Section A -- A


Amacan S

36

Installation drawingType of installation BG

Pump size 650- ... 850-

Amacan S

37

Main dimensions discharge column and civil construction BG Dimensions in mm

Pump size D d7 h7 t4 min t3 d8 d10 t9 b l min650- 364 660 530 235 2600 260 660 690 375 1000 1000

650- 365 660 530 235 2600 260 660 690 375 1000 1000

650- 404 660 530 275 2850 260 660 690 375 1000 1000

650- 405 660 530 275 3000 320 660 690 470 1250 1250

800- 505 813 680 345 3000 320 810 850 470 1250 1250

800- 535 813 720 335 3250 380 810 850 570 1500 1500

850- 535 868 720 335 3500 380 865 910 570 1500 1500

850- 550 868 740 385 3750 380 865 910 570 1500 1500

Pump size e1 e2 p1 p2 m ha650- 364 345 500 850 590 750

650- 365 345 500 850 590 750

650- 404 345 500 850 590 750

650- 405 432 625 850 590 750100

800- 505 432 625 1000 740 900100

800- 535 518 750 1000 740 900

850- 535 518 750 1050 790 950

850- 550 518 750 1050 790 950


hü [m]

Q [m3/s]


Loss diagram

7°


0W 383 515-004000

3000

2500

1600

12001000900800700600500

4000.1 0.2 0.3 0.4 0.5 0.6 0.8 1 1.5 2.5 3 4 5 6 7 82

2000

t1 [mm]

Q [m3/s]

H = Hgeo + ∆ HV



(v refers to DA)


0-90¥

vmax = 1 m/s

e1

l

b

View Y

45¥

d7

h 7

(H1)

d8

A

A

Vp1

p2V100

p 2

Vm

150

350

bottom guide rib 1)

Inflow


Foundation holes

Section A -- A


(H1)

t 3t 4

h ah ü

D

d10

e2

t 1H

geo

X

Y

t 9

h 7

min. water level

Amacan S

38

Installation drawingType of installation BG

Pump size 900- ... 1300-

Amacan S

39

Main dimensions discharge column and civil construction BG Dimensions in mm

Pump size D d7 h7 t4 min t3 d8 d10 t9 b l min900- 600 914 800 425 3750 380 910 955 570 1500 1500

1000- 600 1016 800 425 4400 380 1015 1065 570 1500 1500

900- 615 914 780 430 3700 440 910 955 660 1800 1800

1000- 615 1016 780 430 4350 440 1015 1065 660 1800 1800

900- 620 914 770 375 3700 320 -- 830 470 1250 1250

1000- 620 1016 770 375 4000 320 -- 830 470 1250 1250

1000- 655 1016 920 525 4500 440 1020 1070 660 1800 1800

1300- 820 1320 1080 555 4550 560 1320 1380 850 2300 2300

Pump size e1 e2 p1 p2 m ha900- 600 518 750 1100 840 1000

1000- 600 518 750 1220 960 1150

900- 615 604 900 1100 840 1000

1000- 615 604 900 1220 960 1150100

900- 620 432 625 1100 840 1000100

1000- 620 432 625 1220 960 1150

1000- 655 604 900 1220 960 1150

1300- 820 777 1150 1520 1260 1450


hü [m]

Q [m3/s]


Loss diagram

7°


0W 383 515-004000

3000

2500

1600

12001000900800700600500

4000.1 0.2 0.3 0.4 0.5 0.6 0.8 1 1.5 2.5 3 4 5 6 7 82

2000

t1 [mm]

Q [m3/s]

H = Hgeo + ∆ HV



(v refers to DA)


(H1)

h 7

t 3

t 4

a

d8

d9

t 1H

geo

t 2

X

DN

2

t 5A

A

0-10¥

vmax = 1 m/s

e1

l

b

View Y

45¥

d7

h 7

(H1)

Section A -- A

250

300

200

a2200 200

a3

a1

p 2

p 1

m

m1

n

D

min. water level

venting tube



(without discharge column cover,without pump)

Foundation holesView X

Y

Amacan S

40

Installation drawingType of installation CU

Pump size 650- ... 850-

Amacan S

41

Main dimensions discharge column and civil construction CU Dimensions in mm

Pump size D d7 h7 t4 min t5 *) a DN2 min DN2 max t3 d8 d9 b

650- 364 660 530 235 2600 720 600 400 600 260 660 900 1000

650- 365 660 530 235 2600 720 600 400 600 260 660 900 1000

650- 404 660 530 275 2850 720 600 400 600 260 660 900 1000

650- 405 660 530 275 3000 720 600 400 600 320 660 900 1250

800- 505 813 680 345 3000 820 700 500 800 320 810 1050 1250

800- 535 813 720 335 3250 820 700 500 800 380 810 1300 1500

850- 535 868 720 335 3500 820 700 500 800 380 865 1300 1500

850- 550 868 740 385 3750 820 700 500 800 380 865 1300 1500

Pump size l min e1 a1 a2 a3 p1 p2 m m1 npwithout

suction umbrellawith

suction umbrella

650- 364 570 430 550 1050 800 405 810 910 1100 430 1110

650- 365 570 430 550 1050 800 405 810 910 1100 430 1110

650- 404 570 430 550 1050 800 405 810 910 1100 430 1110

650- 405 820 430 550 1050 800 405 810 910 1100 430 1110

800- 505 750 500 600 1200 950 480 1060 1160 1250 505 1360

800- 535 970 500 750 1200 950 480 1060 1160 1250 505 1360

850- 535 970 530 750 1250 1000 505 1060 1160 1300 530 1360

850- 550 970 530 750 1250 1000 505 1060 1160 1300 530 1360

t2 = 1.1 x water level; max. 2 x t1 In case of falling short of t4 min, consultation is required.*) designed for DN2 min Dimensions for civil construction are according to DIN 18 202, part 4, group B

HV total [m]

Q [m3/s]

Loss diagram

HV Tot includes:-- Elbow-- Discharge pipe length = 5 x DN2-- Check valve-- Exit losses v2/2g

H = Hgeo + ∆ HV

∆ HV -- ascending pipe losses(pipe friction)

-- HV Tot (see diagram)


4000

3000

2500

1600

12001000900800700600500

4000.1 0.2 0.3 0.4 0.5 0.6 0.8 1 1.5 2.5 3 4 5 6 7 82

2000

t1 [mm]

Q [m3/s]

suction umbrella d9

suction umbrella d8


(H1)

h 7

t 3

t 4

a

d8

d9

t 1H

geo

t 2

X

DN

2

t 5A

A

0-10¥

vmax = 1 m/s

e1

l

b

View Y

45¥

d7

h 7

(H1)

Section A -- A

250

300

200

a2200 200

a3

a1

p 2

p 1

m

m1

n

D

min. water level

venting tube



(without discharge column cover,without pump)

Foundation holesView X

Y

Amacan S

42

Installation drawingType of installation CU

Pump size 900- ... 1300-

Amacan S

43

Main dimensions discharge column and civil construction CU Dimensions in mm

Pump size D d7 h7 t4 min t5 *) a DN2 min DN2 max t3 d8 d9 b

900- 600 914 800 425 3750 870 750 600 900 380 910 1300 1500

1000- 600 1016 800 425 4400 980 800 700 1000 380 1015 1300 1500

900- 615 914 780 430 3700 870 750 600 900 440 910 1300 1800

1000- 615 1016 780 430 4350 980 800 700 1000 440 1015 1300 1800

900- 620 914 770 375 3700 870 750 600 900 320 910 1300 1250

1000- 620 1016 770 375 4000 980 800 700 1000 320 1015 1300 1250

1000- 655 1016 920 525 4500 980 800 700 1000 440 1020 1500 1800

1300- 820 1320 1080 555 4550 1130 960 1000 1300 560 1320 1800 2300

Pump size l min e1 a1 a2 a3 p1 p2 m m1 npwithout


suction umbrella

900- 600 900 550 750 1300 1050 520 1160 1260 1350 545 1460

1000- 600 900 600 750 1410 1160 580 1280 1380 1460 605 1580

900- 615 1200 550 750 1300 1050 520 1160 1260 1350 545 1460

1000- 615 1200 600 750 1410 1160 580 1280 1380 1460 605 1580

900- 620 650 550 750 1300 1050 520 1160 1260 1350 545 1460

1000- 620 650 600 750 1410 1160 580 1280 1380 1460 605 1580

1000- 655 1200 600 850 1410 1160 580 1280 1380 1460 605 1580

1300- 820 1550 750 1000 1720 1470 720 1620 1720 1780 750 1960

t2 = 1.1 x water level; max. 2 x t1 In case of falling short of t4 min, consultation is required.*) designed for DN2 min Dimensions for civil construction are according to DIN 18 202, part 4, group B

HV total [m]

Q [m3/s]

Loss diagram


H = Hgeo + ∆ HV




4000

3000

2500

1600

12001000900800700600500

4000.1 0.2 0.3 0.4 0.5 0.6 0.8 1 1.5 2.5 3 4 5 6 7 82

2000

t1 [mm]

Q [m3/s]

suction umbrella d9

suction umbrella d8

(H1)

h 7

t 3t 4

a

t 1H

geo

X

DN

2

t 5A

A

t 9

D

d10

e2

ventingtube

Y

min. water level


0-90¥

vmax = 1 m/s

e1

l

b

Section A -- A

250

300

200

View Y

45¥

d7

h 7

(H1)

d8


m

m1

n

View X(without discharge column cover,without pump)

Foundation holes

a2200 200

a3

a1

p 2

p 1

bottom guide rib 1)

Inflow

Amacan S

44

Installation drawingType of installation CG

Pump size 650- ... 850-

Amacan S

45

Main dimensions discharge column and civil construction CG Dimensions in mm

Pump size D d7 h7 t4 min t5 *) a DN2 min DN2 max d8 d10 t3 t9

650- 364 660 530 235 2600 720 600 400 600 660 690 260 375

650- 365 660 530 235 2600 720 600 400 600 660 690 260 375

650- 404 660 530 275 2850 720 600 400 600 660 690 260 375

650- 405 660 530 275 3000 720 600 400 600 660 690 320 470

800- 505 813 680 345 3000 820 700 500 800 810 850 320 470

800- 535 813 720 335 3250 820 700 500 800 810 850 380 570

850- 535 868 720 335 3500 820 700 500 800 865 910 380 570

850- 550 868 740 385 3750 820 700 500 800 865 910 380 570

Pump size b l min e1 e2 a1 a2 a3 p1 p2 m m1 n

650- 364 1000 1000 345 500 1050 800 405 810 910 1100 430 1110

650- 365 1000 1000 345 500 1050 800 405 810 910 1100 430 1110

650- 404 1000 1000 345 500 1050 800 405 810 910 1100 430 1110

650- 405 1250 1250 432 625 1050 800 405 810 910 1100 430 1110

800- 505 1250 1250 432 625 1200 950 480 1060 1160 1250 505 1360

800- 535 1500 1500 518 750 1200 950 480 1060 1160 1250 505 1360

850- 535 1500 1500 518 750 1250 1000 505 1060 1160 1300 530 1360

850- 550 1500 1500 518 750 1250 1000 505 1060 1160 1300 530 1360

In case of falling short of t4 min, consultation is required.*) designed for DN2 minDimensions for civil construction are according to DIN 18 202, part 4, group B

HV total [m]

Q [m3/s]

Loss diagram


H = Hgeo + ∆ HV




0W 383 515-004000

3000

2500

1600

12001000900800700600500

4000.1 0.2 0.3 0.4 0.5 0.6 0.8 1 1.5 2.5 3 4 5 6 7 82

2000

t1 [mm]

Q [m3/s]

(H1)

h 7

t 3t 4

a

t 1H

geo

X

DN

2

t 5A

A

t 9

D

d10

e2

ventingtube

Y

min. water level


0-90¥

vmax = 1 m/s

e1

l

b

Section A -- A

250

300

200

View Y

45¥

d7

h 7

(H1)

d8


m

m1

n

View X(without discharge column cover,without pump)

Foundation holes

a2200 200

a3

a1

p 2

p 1

bottom guide rib 1)

Inflow

Amacan S

46

Installation drawingType of installation CG

Pump size 900- ... 1300-

Amacan S

47

Main dimensions discharge column and civil construction CG Dimensions in mm

Pump size D d7 h7 t4 min t5 *) a DN2 min DN2 max d8 d10 t3 t9

900- 600 914 800 425 3750 870 750 600 900 910 955 380 570

1000- 600 1016 800 425 4400 980 800 700 1000 1015 1065 380 570

900- 615 914 780 430 3700 870 750 600 900 910 955 440 660

1000- 615 1016 780 430 4350 980 800 700 1000 1015 1065 440 660

900- 620 914 770 375 3700 870 750 600 900 -- 830 320 470

1000- 620 1016 770 375 4000 980 800 700 1000 -- 830 320 470

1000- 655 1016 920 525 4500 980 800 700 1000 1020 1070 440 660

1300- 820 1320 1080 555 4550 1130 960 1000 1300 1320 1380 560 850

Pump size b l min e1 e2 a1 a2 a3 p1 p2 m m1 n

900- 600 1500 1500 518 750 1300 1050 520 1160 1260 1350 545 1460

1000- 600 1500 1500 518 750 1410 1160 580 1280 1380 1460 605 1580

900- 615 1800 1800 604 900 1300 1050 520 1160 1260 1350 545 1460

1000- 615 1800 1800 604 900 1410 1160 580 1280 1380 1460 605 1580

900- 620 1250 1250 432 625 1300 1050 520 1160 1260 1350 545 1460

1000- 620 1250 1250 432 625 1410 1160 580 1280 1380 1460 605 1580

1000- 655 1800 1800 604 900 1410 1160 580 1280 1380 1460 605 1580

1300- 820 2300 2300 777 1150 1720 1470 720 1620 1720 1780 750 1960

In case of falling short of t4 min, consultation is required.*) designed for DN2 minDimensions for civil construction are according to DIN 18 202, part 4, group B

HV total [m]

Q [m3/s]

Loss diagram


H = Hgeo + ∆ HV




0W 383 515-004000

3000

2500

1600

12001000900800700600500

4000.1 0.2 0.3 0.4 0.5 0.6 0.8 1 1.5 2.5 3 4 5 6 7 82

2000

t1 [mm]

Q [m3/s]


A

A

(H1)

h 7

t 3t 4

a

X DN2

D

t 2

d8

t 1

d9 Section A -- A

250300

200

View Y

45¥

d7

h 7

(H1)

a2200 200

a1

p 2 p1

m

n

0-10¥

vmax = 1 m/s

e1

l

min. water level

venting tube

bottom guide rib 1)

Inflow

View XFoundation holes(without pump)


Y

Amacan S

48

Installation drawingType of installation DU

Pump size 650- ... 850-

-- not pressure sealed at

support plate -- discharge column

Amacan S

49

Main dimensions discharge column and civil construction DU Dimensions in mm

Pump size D d7 h7 t4 min a DN2 min DN2 max t3 d8 d9650- 364 660 530 235 2600 600 400 600 260 660 900

650- 365 660 530 235 2600 600 400 600 260 660 900

650- 404 660 530 275 2850 600 400 600 260 660 900

650- 405 660 530 275 3000 600 400 600 320 660 900

800- 505 813 680 345 3000 700 500 800 320 810 1050

800- 535 813 720 335 3250 700 500 800 380 810 1300

850- 535 868 720 335 3500 700 500 800 380 865 1300

850- 550 868 740 385 3750 700 500 800 380 865 1300

Pump size b l min e1 a1 a2 p1 p2 m np

withoutsuction umbrella

withsuction umbrella

650- 364 1000 570 430 550 810 560 810 910 860 1110

650- 365 1000 570 430 550 810 560 810 910 860 1110

650- 404 1000 570 430 550 810 560 810 910 860 1110

650- 405 1250 820 430 550 810 560 810 910 860 1110

800- 505 1250 750 500 600 960 710 960 1060 1010 1260

800- 535 1500 970 500 750 960 710 960 1060 1010 1260

850- 535 1500 970 530 750 1010 760 1010 1110 1060 1310

850- 550 1500 970 530 750 1010 760 1010 1110 1060 1310

t2 = 1.1 x water level; max. 2 x t1 In case of falling short of t4 min, consultation is required.Dimensions for civil construction are according to DIN 18 202, part 4, group B

hV Kr [m]

Q [m3/s]

Loss diagram

H = Hgeo + ∆ HV

∆ HV -- elbow losses (see diagram)-- ascending pipe losses

(pipe friction)-- HV plant (valves, ...)

HV plant have to be determinedwith regard to the plant


4000

3000

2500

1600

12001000900800700600500

4000.1 0.2 0.3 0.4 0.5 0.6 0.8 1 1.5 2.5 3 4 5 6 7 82

2000

t1 [mm]

Q [m3/s]

suction umbrella d9

suction umbrella d8


A

A

(H1)

h 7

t 3t 4

a

X DN2

D

t 2

d8

t 1

d9 Section A -- A

250300

200

View Y

45¥

d7

h 7

(H1)

a2200 200

a1

p 2 p1

m

n

0-10¥

vmax = 1 m/s

e1

l

min. water level

venting tube

bottom guide rib 1)

Inflow

View XFoundation holes(without pump)


Y

Amacan S

50

Installation drawingType of installation DU

Pump size 900- ... 1300-



Amacan S

51

Main dimensions discharge column and civil construction DU Dimensions in mm

Pump size D d7 h7 t4 min a DN2 min DN2 max t3 d8 d9900- 600 914 800 425 3750 750 600 900 380 910 1300

1000- 600 1016 800 425 4400 800 700 1000 380 1015 1300

900- 615 914 780 430 3700 750 600 900 440 910 1300

1000- 615 1016 780 430 4350 800 700 1000 440 1015 1300

900- 620 914 770 375 3700 750 600 900 320 910 1300

1000- 620 1016 770 375 4000 800 700 1000 320 1015 1300

1000- 655 1016 920 525 4500 800 700 1000 440 1020 1500

1300- 820 1320 1080 555 4550 960 1000 1300 560 1320 1800

b l min e1 a1 a2 p1 p2 m nPump size without


suction umbrella

900- 600 1500 900 550 750 1060 810 1060 1160 1110 1360

1000- 600 1500 900 600 750 1160 910 1160 1260 1210 1460

900- 615 1800 1200 550 750 1060 810 1060 1160 1110 1360

1000- 615 1800 1200 600 750 1160 910 1160 1260 1210 1460

900- 620 1250 650 550 750 1060 810 1060 1160 1110 1360

1000- 620 1250 650 600 750 1160 910 1160 1260 1210 1460

1000- 655 1800 1200 600 850 1160 910 1160 1260 1210 1460

1300- 820 2300 1550 750 1000 1460 1210 1460 1560 1520 1800

t2 = 1.1 x water level; max. 2 x t1 In case of falling short of t4 min, consultation is required.Dimensions for civil construction are according to DIN 18 202, part 4, group B

hV Kr [m]

Q [m3/s]

Loss diagram

H = Hgeo + ∆ HV





4000

3000

2500

1600

12001000900800700600500

4000.1 0.2 0.3 0.4 0.5 0.6 0.8 1 1.5 2.5 3 4 5 6 7 82

2000

t1 [mm]

Q [m3/s]

suction umbrella d9

suction umbrella d8

A

A

(H1)

h 7

t 3t 4

a

X DN2

D

d10

e2

t 1

t 9

min. water level

ventingtube

Y


Section A -- A

250300

200

View Y

45¥

d7

h 7

(H1)

d8

Foundation holes

a2200 200

a1

p 2 p1


m

n


0-90¥

vmax = 1 m/s

e1

l

b

bottom guide rib 1)

Inflow

Amacan S

52

Installation drawingType of installation DG

Pump size 650- ... 850-



Amacan S

53

Main dimensions discharge column and civil construction DG Dimensions in mm

Pump size D d7 h7 t4 min a DN2 min DN2 max d8 d10 t3

650- 364 660 530 235 2600 600 400 600 660 690 260

650- 365 660 530 235 2600 600 400 600 660 690 260

650- 404 660 530 275 2850 600 400 600 660 690 260

650- 405 660 530 275 3000 600 400 600 660 690 320

800- 505 813 680 345 3000 700 500 800 810 850 320

800- 535 813 720 335 3250 700 500 800 810 850 380

850- 535 868 720 335 3500 700 500 800 865 910 380

850- 550 868 740 385 3750 700 500 800 865 910 380

Pump size t9 b l min e1 e2 a1 a2 p1 p2 m n

650- 364 375 1000 1000 345 500 810 560 810 910 860 1110

650- 365 375 1000 1000 345 500 810 560 810 910 860 1110

650- 404 375 1000 1000 345 500 810 560 810 910 860 1110

650- 405 470 1250 1250 432 625 810 560 810 910 860 1110

800- 505 470 1250 1250 432 625 960 710 960 1060 1010 1260

800- 535 570 1500 1500 518 750 960 710 960 1060 1010 1260

850- 535 570 1500 1500 518 750 1010 760 1010 1110 1060 1310

850- 550 570 1500 1500 518 750 1010 760 1010 1110 1060 1310

In case of falling short of t4 min, consultation is required.Dimensions for civil construction are according to DIN 18 202, part 4, group B

hV Kr [m]

Q [m3/s]

Loss diagram

H = Hgeo + ∆ HV





0W 383 515-004000

3000

2500

1600

12001000900800700600500

4000.1 0.2 0.3 0.4 0.5 0.6 0.8 1 1.5 2.5 3 4 5 6 7 82

2000

t1 [mm]

Q [m3/s]

A

A

(H1)

h 7

t 3t 4

a

X DN2

D

d10

e2

t 1

t 9

min. water level

ventingtube

Y


Section A -- A

250300

200

View Y

45¥

d7

h 7

(H1)

d8

Foundation holes

a2200 200

a1

p 2 p1


m

n


0-90¥

vmax = 1 m/s

e1

l

b

bottom guide rib 1)

Inflow

Amacan S

54

Installation drawingType of installation DG

Pump size 900- ... 1300-



Amacan S

55

Main dimensions discharge column and civil construction DG Dimensions in mm

Pump size D d7 h7 t4 min a DN2 min DN2 max d8 d10 t3

900- 600 914 800 425 3750 750 600 900 910 955 380

1000- 600 1016 800 425 4400 800 700 1000 1015 1065 380

900- 615 914 780 430 3700 750 600 900 910 955 440

1000- 615 1016 780 430 4350 800 700 1000 1015 1065 440

900- 620 914 770 375 3700 750 600 900 -- 830 320

1000- 620 1016 770 375 4000 800 700 1000 -- 830 320

1000- 655 1016 920 525 4500 800 700 1000 1020 1070 440

1300- 820 1320 1080 555 4550 960 1000 1300 1320 1380 560

Pump size t9 b l min e1 e2 a1 a2 p1 p2 m n

900- 600 570 1500 1500 518 750 1060 810 1060 1160 1110 1360

1000- 600 570 1500 1500 518 750 1160 910 1160 1260 1210 1460

900- 615 660 1800 1800 604 900 1060 810 1060 1160 1110 1360

1000- 615 660 1800 1800 604 900 1160 910 1160 1260 1210 1460

900- 620 470 1250 1250 432 625 1060 810 1060 1160 1110 1360

1000- 620 470 1250 1250 432 625 1160 910 1160 1260 1210 1460

1000- 655 660 1800 1800 604 900 1160 910 1160 1260 1210 1460

1300- 820 850 2300 2300 777 1150 1460 1210 1460 1560 1520 1800

In case of falling short of t4 min, consultation is required.Dimensions for civil construction are according to DIN 18 202, part 4, group B

hV Kr [m]

Q [m3/s]

Loss diagram

H = Hgeo + ∆ HV





0W 383 515-004000

3000

2500

1600

12001000900800700600500

4000.1 0.2 0.3 0.4 0.5 0.6 0.8 1 1.5 2.5 3 4 5 6 7 82

2000

t1 [mm]

Q [m3/s]

Amacan S

56

Pump with carrier cable and turnbuckle suspended in discharge column

Cross-section of carrier cable arrangement(if free cable length in discharge column exceeds 3.5 m, a cable guide is recommended)

59-8

59-17.2

720

59-17.1

59-47(number dependson lifting height oflifting equipment)

59-24

AA

For great installation depths(with support)

59-7

Part list

Part No. Part designation Material

59-8 Tie bar59-17.2 Shackle59-47 Carrier cable Stainless59-24 Carrier cable to DIN 3088, form PK, steel

non--twisting design720 Spacer EPDM59-17.1 Shackle ST TZN

(option Stainless steel)59-7 Support 1.4571

Cable length in discharge column exceeding 3.5 m:Mounting of tensioning device 59-8-- closed discharge column: on the discharge column cover

(see ill. above)-- open discharge column of installation mode A, BU, BG on

a girder above water level, to be supplied on site

Cable length in discharge pipe under 3.5 m:On open discharge column: electrical cables must bemounted on a girder above water level (to be supplied on site)to avoid being damaged by the swirl of the water.

Clamp(approx. every 400 mm)

Control cable

Powersupply cable

Carrier cable59-24Spacer

OW 380 091-00

Plastic hose for clamp

Section A -- A

Amacan S

57

Discharge column cover with cable ductwith welding sleeve

Top view

Section A -- A

12

4

56 6

A

A

3

OW 380 836-00

1 Discharge

Documents

Amacan S - Penelly · 2008. 11. 20. · Amacan S 4 List of liquids handled The table below is a guide, based on the experience of KSB over many years. The details given cannot be