Amacan S - tulumbapompa.com.tr · Amacan S 7 Types of installation BU Discharge tube Overflow design with open intake chamber BG Discharge tube Overflow design with covered intake

Type series booklet Amacan S1589.5/5--EN

Submersible motor pumpfor installation in discharge tubes

with Mixed Flow Impeller

50 HzStandard range

Other versions on 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 dataCapacity Q up to 3000 l/sHeads H up to 40 mMotor power P2 up to 420 kWProduct temperature t up to 30 °C

higher temperatures on request

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

DriveThree-phase asynchronous motor 400 V, (variants 500 V,690 V);Starting method: d. o. l., star-delta (for some pump sizes)

Shaft sealing2 mechanical seals independent of the direction of rotation,lubricated with non-toxic oil.

BearingsGrease lubricated ball bearings

MaterialsPump casing JL 1040Motor housing JL 1040Pump shaft 1.4021 / 1.4057Propeller 1.4517 (Duplex steel)Casing wear ring Stainless steelNuts and bolts A 4

DesignationExample

Material variant (G2, G3)

Number of poles

Motor size

Propeller diameterat pressure side [mm]

DN of discharge tube [mm]

Mixed flow impeller

Pump type

Motor version (UA, UT)

Amacan S 1000- 655/ 280 8 UTG2

Amacan S

2

Table of Contents

Page

Selection diagram 50 Hz (standard programme and engineered programme) 3

Product advantages 4

Production programme, scope of supply, general comments, order data 5

List of liquids handled, propeller design 6

Types of installation 7

Pump / Motor combinations 8

Guarantee, tests / inspections and quality assurance, material variants, material comparison, propeller material 9

Technical data -- pump set 10

Coatings, special coating, monitoring equipment, general information 11

Typical sectional drawings 12--13

Dimension table of pump and pump support area in discharge tube 14--15

Selection example 16

Characteristic curves 17--29

General arrangement drawing -- Type of installation BU 30--33

General arrangement drawing -- Type of installation BG 34--37

General arrangement drawing -- Type of installation CU 38--41

General arrangement drawing -- Type of installation CG 42--45

General arrangement drawing -- Type of installation DU 46--49

General arrangement drawing -- Type of installation DG 50--53

Pump with support cable and turnbuckle in the discharge tube 54

Discharge tube cover with cable entry 55

Intake chamber and flow-straightening vane 56

Order detail -- carrier cable length 60

Amacan S

3

Selection diagram 50 Hz (standard programme and engineered programme)

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=1450min--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

4

Product advantagesExample: Amacan S 850-550/180 6 UTG2

Specially designed lug for receivingcrane hook allows installation andremoval of the pump even when in-let chamber is flooded.

Cable mounted with strain relief.

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 tube by its ownweight.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 failure detection by bearingtemperature monitoring.(optional on UTG motors)

High operational realibility dueto protected seal chamber.

Vortex-free inflow due toanti-vortex vanes.

Motor optimally adaptedto pump characteristics.

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

smaller discharge tube,D smaller civil construction.

Thermal protection preventsmotor damage due to overheating.

Very good pump efficiencycurve allows a wide operatingrange.

Standard moisture sensor asadditional safety device(motor protection).

Mixed flow impeller having veryhigh hydraulic efficiency.

Early failure detection by bearingtemperature monitoring.

Bellmouth with casing wear ring as standard designagainst cavitation and wear.

Early failure detection by vibrationsensor (optional on UTG motors).

UG 1316994

Early failure detection by float switchinstalled in mechanical seal leakagechamber.

Amacan S

5

Production programme-- Size Amacan S 650- 364 up to 1300- 820

-- Designs not within documented standards possible upon request

-- Motor power as per motor catalogue 1589.505/...

Scope of supplyBasic version:-- Pump unit complete and ready for installation, 400 V / 50 Hz, supplied with10 m power cable,

without performance test (deviations from the basic version will result in extra charges and longer delivery period)

Accessories available / required:-- Steel discharge tubes in various designs (GFRP discharge tubes on request)

-- Lifting rope complete with cable protection (if free cable length in discharge tube exceeds 3.5 m,a cable guide is recommended)

-- Monitoring unit

-- Floor-mounted flow-straightening vane to prevent floor vortices

General commentsOur pump units comply with enclosure type IP 68 in accordance with IEC 60034--5.

During production the pumps and motors are subjected to functional tests both independently and as a unit.

Head and power rating apply to pumped liquids with a density of ρ = 1 kg/dm3 and akinematic viscosity ν up to 20 mm2/s.

Motor ratings P2 should have a safety factor which is adequate for a particular pumping application.(see selection example on page 16)

Applicable drawing numbers are indicated below the drawings.

Order data-- Designation of pump unit according to “Designation” / “Selection example”-- Capacity Q-- Total head H (Hgeo and plant losses)-- Liquid handled and liquid temperature-- Voltage, frequency, starting method, length of cable-- Accessories required

D for carrier cable, indicate dimension “L” -- according to last page, number of lifting rings (depending on lifting height of davit),as well as elevations and mode of installation

D for discharge tubes, indicate all necessary elevations and the mode of installation

-- Quantity and language of operating instructions

Amacan S

6

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.

Fluid handled1) -- not liable to plait Notes, recommendations

Dirty water (like waste water)

River waterSurface water Precleaning by screen

Storm waterSurface water Precleaning by screen.

Activated sludge

Activated sludge max. 2 % dry substance content

Seawater2)

Material variant G3 up to t = 25 °C;> 25 °C consult KSB(Stainless steel -- variant)

check anodes every 6 to 12 months

1) Pumped products not listed here require higher--grade materials in most cases. (Contact KSB!)2) Anodes are required (reduction of efficiency by 2--3 %).

Inside diameter between screen bars

Size Coarse screen Fine screen 3)

-364 / -365-404 / -405 30

-505-535-550

4015

-600-615 50 20

-620 40 15-655-820 60 20

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

Propeller designMixed flow impeller, open

UG 1316996

Amacan S

7

Types of installation

BU Discharge tubeOverflow designwith open intake chamber

BG Discharge tubeOverflow designwith covered intake chamberfor low suction water levels

CU Discharge tubewith underfloor dischargeand open intake chamber

CG Discharge tubewith underfloor dischargeand covered intake chamberfor low suction water levels

DU Discharge tubewith discharge nozzle abovefloor and open intakechamber

DG Discharge tubewith discharge nozzle abovefloor and covered intakechamber for low suctionwater levels

Amacan S

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Pump / Motor combinationsMotor Typical

sectionaldrawing

Size

drawing(seepages12/13)

650-364 650-365 650-404 650-405 800-505 800-535850-535

850-550 900-6001000-600

900-6151000-615

900-6201000-620

1000-655 1300-820

4 pole 145 465 480 4

65 480 4

100 4120 4

80 4100 4120 4140 4

120 4140 4160 4180 4200 4220 4

6 pole

1

100 6120 6140 6150 6175 6

6 pole

2

120 6155 6180 6205 6250 6

155 6180 6205 6250 6290 6

250 6290 6340 6415 6

250 6290 6340 6415 6

250 6290 6340 6415 6

8 pole 285 8

120 8

205 8250 8290 8350 8

10 pole 2

200 10250 10310 10365 10420 10

*) Pump unit with cathodic protection (check anodesevery 6 up to 12 months) and top coat 250 μm

1) Nitrile rubber (Perbunan)2) Fluorocarbon rubber FPM design option possible

at extra charge3) JS 1030 on motors: 120 6 ... 205 6 .TG.

85 8 ... 120 8 .TG,all other motors S235JRG2

4) Sizes 900/1000-620

Amacan S

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Guarantee, tests / inspections and quality assuranceEach pump is subjected to a functional test to KSB standard ZN 56 525. Pump performance is guaranteed to ISO 9906/A.Acceptance inspections conforming to ISO / DIN or another comparable standard are possible at a surcharge.The quality is assured under a tested and certified quality assurance system to DIN EN ISO 9001.

Material variantsStandard programme (up to approx. 400 kW)

Part No. Description G2 G3*)

(Sea water design)

101 Pump casing JL1040

138 Inlet nozzle JL1030

233

Counterclockwiseimpeller open

1 4517233Counterclockwiseimpeller closed4)

1.4517

350 /330

Bearing housing /Bearing bracket JL1040

360 Bearing cover JL1030

412 O-ringNBR1)

(Viton -- FPM)2)

433

Mechanical seal(pump side)

SiC / SiC(Bellows NBR1), Viton -- FPM2))

433Mechanical seal(motor side) Carbon / SiC

502 Casing wear ring Stainless steel (1.4571)

571 Clamp JS 1030 / S235JRG23)

811 Motor housing JL1040

812 Motor housing cover JL1040

818 Shaft (rotor) 1.4021 1.4057

82--5 Adapter JL1040

834 Cable gland JL1040

div. Bolts A4

99--16 Anode ---- Zn

For other materials please contact KSB!

Material comparison

EN ASTM equivalent

JL 1030 A 48 Class 30 B

JL 1040 A 48 Class 40 B

1.4517 A 890 CD 4 MCu

1.4021 A 276 Type 420

1.4057 A 276 Type 431

1.4571 A 276 Type 316 Ti

NBR NBR

FPM FKM

JS 1030 A 536: 60--40--18

S235JRG2 A 284 B

Propeller material

Duplex steelCast Stainless Steel

(1.4517 or a technically equivalent material)

The resistance to pitting of this ferritic-austeniticstainless cast steel makes it particularly suitable topump waste water containing substantial amounts ofchlorides and acids or sea- and brackish water. Itsgood chemical resistance, even against waste watercontaining phosphorus and sulphuric acid, hasensured its wide application in the chemical andprocess industries. Pumps made from duplex steelhave been used very successfully to pump brine,chemical effluents (pH 1--12), foul water andseepage from waste disposal sites.

Amacan S

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Technical data -- pump setMaterial variant (G2, G3)

Motor size / Motor version UA UT

4-pole 45 4 ... 140 4 160 4 ... 220 4 -- -- -- --

6-pole 100 6 ... 140 6 150 6 ... 175 6 120 6 155 6 ... 205 6 250 6 ... 340 6 --

8-pole -- -- 85 8 ... 120 8 205 8 ... 290 8 350 8

10-pole -- -- -- 220 10 ... 250 10 310 10 ... 420 10

Explosion protection

Version U.. standard, non--flameproof

Motor

Starting method directdirect or star-delta(690 V only direct)

Voltage400 V

(Var.: 500 V, 690 V)

Cooling by surrounding pumped liquid

Power cableRubber-sheathed, type see motor catalogue

(Var.: EMC cable)

Length10 m

(Var.: up to 50 m)

Entry sealed over its entire length

Sealing

Elastomersnitrile rubber NBR

(Var. Viton = fluororubber FPM)

Shaft sealing bellows-type mechanical seal

Monitoring

Winding temperatureone limiting circuit,

i. e. cut-out when reaching the admissible winding temperature

Bearing temp.pump side PT100

motor side PT100

pump side PT100

(Option: motor side PT100)

Moisture moisture electrode in motor chamber

Mechanical sealleakage float switch in leakage area

Vibration sensor -- option

Paint coat non-toxic standard KSB coating, colour RAL 5002(Var.: 250 mm)

Installation Types of installation see p. 7 and p. 30--53

Max. temperature of pumped fluid

all versions 30 oC

Tests

Hydraulic tests ZN 56525

Generalaccep. test

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

Amacan S

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CoatingsSurface preparation: SA 2 1/2 (SIS 055900) AN 1865

Primer coat: raw castings primer 0.025 mm up to 0.035 mm

Top coat: environmentally friendly standard KSB coating (RAL 5002)

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

Monitoring equipmentSee motor catalogue.

General informationAdvice for pump selectionThe guaranteed point for the discharge tube--mounted pump is at 0.5 m above the motor (DIN 1184).Documented curves are designed for this reference level. This must be taken into account when calculating system losses.Head and capacity data apply to fluids 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 fluid:

P2req. = ρfluid [kg/dm3] x P2docu

The 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 HQ data.

To balance the inevitable tolerances of the characteristic curves of the plant, the pump, the motor etc., we recommend to selecta motor size with sufficient power reserve.

Recommended minimum reserves:

Power consumption of pump Motor power reservep p pmains operation with frequency inverter

< 30 kW 10 % 15 %> 30 kW 5 % 10 %

Should local regulations or uncertainties regarding plant calculation demand higher reserves, then these will supersede the above values!

Intake chamberDetermine the min. water level t1min (diagram in general arrangement drawing):The min. water level t1min is the water level required in the pump’s suction chamber to ensure:-- that there is a sufficient liquid cover above the hydraulic system (propeller) (shown in diagram depending on pump size)

-- that the pump does not draw in air--entraining vortices (shown in diagram depending on flow rate)

-- that there is no cavitation in the hydraulic system (check against the NPSH pump value indicated in the technical literature!)The following conditions must be met: D NPSH avail. > NPSH pump + safety allowance

D NPSH avail. = 10.0 + (t1 -- t3 -- h7/2)D Safety allowance: -- up to Qopt ⇒ 0.5 m

-- above Qopt ⇒ 1.0 m

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 losses)D 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).

Amacan S

12

Typical sectional drawing 1 UAG-motorsMotors: 45 4 ... 220 4

100 6 ... 175 6

(80--1)

818

412

233

138

350

412

101

433

0W 383 890-00

412812

502

350

360

571

412

V

412

82-5

V

811

Amacan S

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Typical sectional drawing 2 UTG-motorsMotoren: 120 6 ... 415 6

85 8 ... 350 8200 10 ... 420 10

818

412

233

138

330

412

101

433

UG 13169994

412

502

350

571812

360

(80--1)811

350

V

412

82-5

V

Design:closed impeller

233

138

502

Amacan S

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Dimension table of pump and pump support area in discharge tube

0W 385 650-00

1) Option for decreasing min. water level t12) Dimensions see general arrangement drawing

on pages 30 -- 53

h 4

h 2

h 1

h 3

l 1

l2

d2

d1

d4

d3

d 5

Steel discharge tube version

d7d8

2)

d9

D

s1

h 7

suctionumbrella1)

45°

h 4

h 2

h 1

h 3

l 1d3

d2

d1

d4

d 5

l2

X X

X

UAG motors (DKA motor) UTG motors (R motor)

UG1317036

Amacan S(DKA motor) D d7 h7 d9 s1 h1 h2 h3 h4 l1 l2 d1 d2 d3 d4 d5 Weight*)

. . . - . . . / . . . .UA. [mm] [kg]

650- 364 / 45 4UA. 660 530 225 900 7.1 2090 2042 260 1605 651 70 625 500 510 390 35 970/ 65 4UA. 970/ 80 4UA. 2290 2242 1805 1080

650- 365 / 65 4UA. 660 530 225 900 7.1 2090 2042 260 1605 651 70 625 500 510 390 35 960/ 80 4UA. 2290 2242 1805 1070/ 100 4UA. 1100/ 120 4UA. 1150

650- 404 / 80 4UA. 660 530 265 900 7.1 2305 2258 290 1820 665 70 620 -- 500 390 35 1080/ 100 4UA. 1120/ 120 4UA. 1170/ 140 4UA. 2505 2458 2020 1300

650- 405 / 120 4UA. 660 530 265 900 7.1 2305 2258 290 1820 665 70 620 -- 500 390 35 1160/ 140 4UA. 2505 2458 2020 1290/ 160 4UA. 2585 2528 2100 90 480 45 1550/ 180 4UA. 1610/ 200 4UA. 2665 2608 2180 1690/ 220 4UA. 1730

800- 505 / 100 6UA. 813 680 335 1050 8 2375 2328 370 1890 795 70 775 665 645 390 35 1340/ 120 6UA. 1380/ 140 6UA. 2575 2528 2090 1480/ 150 6UA. 2520 2463 2035 90 480 45 1790/ 175 6UA. 2600 2543 2115 1890

Table continued on next page

Amacan S

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Dimension table of pump and pump support area in discharge tube (cont’d)

Amacan S(R motor) D d7 h7 d9 s1 h1 h2 h3 h4 l1 l2 d1 d2 d3 d4 d5 Weight*)

. . . - . . . / . . . . UT. [mm] [kg]

800- 535 / 120 6 UT. 813 720 325 1300 8 2720 2680 350 2030 885 80 775 670 700 385 40 1500/ 155 6 UT. 2740 2700 475 1690/ 180 6 UT. 2050 1785/ 205 6 UT. 1840

850- 535 / 250 6 UT. 868 720 325 1300 8 3150 3090 350 2550 885 90 775 670 700 555 50 2440850- 550 / 155 6 UT. 868 740 375 1300 8 2780 2740 415 2090 865 80 826 720 700 475 40 1735

/ 180 6 UT. 1830/ 205 6 UT. 1885/ 250 6 UT. 3190 3130 2590 90 555 50 2480/ 290 6 UT. 2655

850- 550 / 85 8 UT. 2780 2740 2090 80 475 40 1700/ 120 8 UT. 1710

900- 600 / 250 6 UT. 914 800 415 1300 10 3145 3085 450 2545 895 90 875 780 750 555 50 2580/ 290 6 UT. 2740/ 340 6 UT. 2885

1000- 600 / 415 6 UT. 1016 800 415 1300 10 3595 3520 450 2895 895 90 875 780 750 650 60 3570900- 615 / 250 6 UT. 914 780 420 1300 10 3120 3060 450 2520 815 90 870 760 730 555 50 2785

/ 290 6 UT. 2955/ 340 6 UT. 3090

1000- 615 / 415 6 UT. 1016 780 420 1300 10 3570 3495 450 2870 1190 90 960 760 730 650 60 3780900- 620 / 250 6 UT. 914 770 365 1300 10 3105 3045 405 2505 970 90 875 755 645 555 50 2650

/ 290 6 UT. 2825/ 340 6 UT. 2955

1000- 620 / 415 6 UT. 1016 770 365 1300 10 3555 3480 405 2855 970 90 875 755 645 650 60 36501000- 655 / 205 8 UT. 1016 920 515 1500 10 3235 3175 550 2635 1220 90 975 855 900 555 50 2775

/ 250 8 UT. 2905/ 290 8 UT. 3070/ 350 8 UT. 3685 3610 2985 650 60 3770

1300- 820 / 200 10 UT. 1320 1080 545 1800 12 3280 3220 600 2680 1195 90 1200 970 1050 555 50 3720/ 250 10 UT. 3970/ 310 10 UT. 3580 3505 2880 650 60 4590/ 365 10 UT. 3805 3730 3105 4990/ 420 10 UT. 5140

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

The following steps lead toa correct selection of pump:

Given data:

Capacity Q = 1000 l/sDischarge head Htotal = 15.5 m

Q [l/s]H [m]

Impeller diameter

With the given HQ-data theimpeller diameter 539/443 andpower at the duty point aredefined (Pduty).The impeller diameter isturned down to the duty point.

A

B

Pduty

P2 mot req.

i. e.205 kW x 1.05 = 215 kW

The operating range results inthe maximum motor powerrequired of 205 kW.

Range ofoperationD QminD Qmax

DMotor size

P2 mot req.

Power PdutyMargin factor formotor rating

Htotal = Hgeo + ∆ HV

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

(see p.11)

5

10

15

20

25

30

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

120

160

200

240

280

400 600 800 1000 1200 Q [l/s]

180

340

Q min

78 808284

84

8280

7875

70

86868686

50

220

260

300

η [%]

Amacan S ...-550 960 1/min

times205 kW

D

Förderstrom/Flow/Débit/Portata/Capaciteit/Caudal

C

Additional power reserve of 5 % for frequency inverter operation.

Recommended minimum reserves:

FörderhöheTDHHauteurPrevalenzaOpvoerhoogteAltura

LeistungsbedarfPower InputPuiss. abs.Potenza ass.OpgenomenvermogenPotencia absorbida

A

B205 kW

∅539/ 443

H [m]

P [kW]

1.05 (0.5 %)

∅513/ 388

∅534/ 433

∅543/ 452

∅557 483

∅539/ 443

∅513/ 388

∅557/ 483∅543/ 452

∅534/ 433

Amacan S

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Selection table -- Example

Power consumption of pump Motor power reserveo e co su p o o pu pmains operation with frequency inverter

< 30 kW 10 % 15 %

> 30 kW 5 % 10 %

Motor sizes Rated power Moment of inertia

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

850-... / 155 6 UT. 155 4.7

850-... / 180 6 UT. 180 5.0

850-... / 205 6 UT. 205 5.3

850-... / 250 6 UT. 250 9.9

850-... / 290 6 UT. 290 11.2

Selected:-- Motor with250 kW, 6-polig, motor version “UT”

-- Designation of complete pump set: Amacan S 850 -550/ 250 6 UTG2-- Motor data see Motor Data Booklet 1589.505/...

Amacan S

17

Amacan S ...- 364 1450 1/min


freier Kugeldurchgang/free passage/section de passage/paso libre/passaggio libero ∅ 39 mm K 42 909

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

Curves as perISO 9906/A.They correspond to theeffective motor speed.

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

Curvas característicassegún ISO 9906/A.Corresponden a lavelocidad efectiva delmotor.

Curve caratteristichesecondo ISO 9906/A.Esse corrispondonoalla velocità effettivadel motore.



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 3 %

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

Motorgrößen / Motor sizesTaille moteur / Motor tamaño

Grandezza del motore

Nennleistung / Rated powerPuissance nom. / Potencia del motor

Potenza nominale del motore

Massenträgheitsmoment / Moment of inertiaMoment d’inertie / Momento de inercia

Momento di inerzia

Amacan S ...- 364 / ... P2 [kW] J [kgm2]650-... / 45 4 UA .. 45 0.55650-... / 65 4 UA .. 55 0.55650-... / 80 4 UA .. 75 0.64

Angaben gültig für Dichte = 1 kg/dm3 und kinematische Zähigkeit bis max. 20 mm2/s.Data applies to a density of 1 kg/dm3 and a kinematic viscosity of up to max. 20 mm2/s.Caractéristiques données pour une densité = 1 kg/dm3 et une viscosité cinématique = ou < 20 mm2/s.Datos válidos para una densidad = 1 kg/dm3 y una viscosidad cinemática máx. de 20 mm2/s.Indicazioni valide per densità = 1 kg/dm3 e viscosità cinematica fino a max. 20 mm2/s.

Amacan S

18

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 3 %

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 [%]






Momento di inerzia

Amacan S ...- 365 / ... P2 [kW] J [kgm2]650-... / 65 4 UA. 55 0.55650-... / 80 4 UA. 75 0.64

650-... / 100 4 UA. 90 0.71650-... / 120 4 UA. 110 0.79


Amacan S

19

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 3 %

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 [%]






Momento di inerzia

Amacan S ...- 404 / ... P2 [kW] J [kgm2]650-... / 80 4 UA. 75 0.84

650-... / 100 4 UA. 90 0.91650-... / 120 4 UA. 110 0.99650-... / 140 4 UA. 135 1.03


Amacan S

20

Amacan S ...- 405 1480 1/min

4000 6000 8000 10000 12000 14000US.gpm

4000 6000 8000 10000IM.gpm

1000 1500 2000 2500 3000

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 3 % NPSH [ft]

P [kW] P [hp]150


freier Kugeldurchgang/free passage/section de passage/paso libre/passaggio libero ∅ 42 mm K 42 912/1








Q [m3/h]






Momento di inerzia

Amacan S ...- 405 / ... P2 [kW] J [kgm2]650-... / 120 4 UA. 110 1.10650-... / 140 4 UA. 135 1.15650-... / 160 4 UA. 150 1.70650-... / 180 4 UA. 180 1.82650-... / 200 4 UA. 200 2.00650-... / 220 4 UA. 220 2.11


Amacan S

21

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 3 %

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 [%]















Momento di inerzia

Amacan S ...- 505 / ... P2 [kW] J [kgm2]800-... / 100 6 UA. 95 2.21800-... / 120 6 UA. 110 2.28800-... / 140 6 UA. 125 2.44800-... / 150 6 UA. 150 3.28800-... / 175 6 UA. 175 3.60


Amacan S

22

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 3 %

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















Momento di inerzia

Amacan S ...- 535 / ... P2 [kW] J [kgm2]800-... / 120 6 UT. 115 2.3800-... / 155 6 UT. 155 3.3800-... / 180 6 UT. 180 3.6800-... / 205 6 UT. 205 3.9850-... / 250 6 UT. 250 8.6


Amacan S

23

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 3 %

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















Momento di inerzia



Amacan S

24

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 3 %

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 [%]















Momento di inerzia

Amacan S ...- 550 / ... P2 [kW] J [kgm2]850-... / 85 8 UT. 85 3.7

850-... / 120 8 UT. 120 4.7


Amacan S

25

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 3 %

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















Momento di inerzia

Amacan S ...- 600 / ... P2 [kW] J [kgm2]900-... / 250 6 UT. 250 10.8900-... / 290 6 UT. 290 12.1900-... / 340 6 UT. 340 13.4

1000-... / 415 6 UT. 415 17.9


Amacan S

26

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 3 %

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















Momento di inerzia


1000-... / 415 6 UT. 415 18.2


Amacan S

27

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 3 %

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 [%]















Momento di inerzia


1000-... / 415 6 UT. 415 19.9


Amacan S

28

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 3 %

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.

La potenza assorbita nel punto diavviamento è circa 1,3 volte il puntonominale






Momento di inerzia

Amacan S ...- 655 / ... P2 [kW] J [kgm2]1000-... / 205 8 UT. 205 13.31000-... / 250 8 UT. 250 14.61000-... / 290 8 UT. 290 15.81000-... / 350 8 UT. 350 20.4


Amacan S

29

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 3 %

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













Momento di inerzia



Amacan S

30

General arrangement drawingType of installation BU

Foundation holes

Foundation holes

Support plate -- discharge tube

(without pump)

UG1315752

Flow--straightening vane(floor--mounted)1)

Inflow

min. water level

ü

1) Dimensions of flow--straightening vane -- see page 56

Amacan S

31

Main dimensions of discharge tube without intermediate flange and structure BU Dimensions [mm]

Pump size D d7 h7 t4 min.2) t31) d8 d9 ha d12 e1

1)p 7 7 4 min. 3 8 9 a 12

standard(d8)

with suction umbrella(d9)

650- 364 660 530 225 2350 260 660 900 100 700 420 540650- 365 660 530 225 2350 260 660 900 700 420 540650- 404 660 530 265 2560 260 660 900 700 420 540650- 405 660 530 265 2720 320 660 900 700 420 540800- 505 813 680 335 2660 320 810 1050 850 500 620

Pump size b b1 b2 p1 p2 m l min.pstandard

(d8)with suction umbrella

(d9)standard


(d9)

p1 p2 min.

650- 364 1000 200 -- 200 -- 850 590 750 580650- 365 1000 200 -- 200 -- 850 590 750 580650- 404 1000 200 -- 200 -- 850 590 750 580650- 405 1250 250 -- 250 -- 850 590 750 830800- 505 1250 250 -- 250 -- 1000 740 910 750

t2 = 1.1 x water level, max. 2 x t1Height of corner fillets (b1 and b2) same as t21) Dimensions e1 and t3 must be complied with2) for max. motor length

Dimensional tolerances:-- Tolerances for building dimensions to DIN 18202, Part 4, Group B-- Welded constructions: B/F to DIN EN ISO 13920-- Tolerances for conical seat (detail Y): ISO 2768--mH

Loss diagram

H = Hgeo + ∆ HV

∆ HV -- Overflow hü (see diagram)-- riser pipe losses (pipe friction)-- outlet losses v2/2g (v refers to DA)

hü [m]

Q [m3/s]

Overflow head ”hü” depends on Q and theoutletdiameter ∅ DA. The chart values are onlyapplicable when outflow is unobstructed to allsides, otherwise they are only approximate.

7°

Diagram for minimum water level t1

open intake chamber

suction umbrella d9

suction umbrella d8

Amacan S

32

General arrangement drawingType of installation BU

Foundation holes

Foundation holes


(without pump)

UG1315204


Inflow

min. water level

ü


Amacan S

33

Main dimensions of discharge tube without intermediate flange and structure BU Dimensions [mm]

Pump size D d7 h7 t4 min.2) t31) d8 d9 ha d12 e1

1)p 7 7 4 min. 3 8 9 a 12

standard(d8)


800- 535 813 720 325 2800 380 810 1300 100 850 500 750850- 535 868 720 325 3210 380 865 1300 920 525 750850- 550 868 740 375 3250 380 865 1300 920 525 750900- 600 914 800 415 3200 380 910 1300 970 550 750

1000- 600 1016 800 415 3650 380 1015 1300 1070 600 750900- 615 914 780 420 3200 440 910 1300 970 550 750

1000- 615 1016 780 420 3650 440 1015 1300 1070 600 750900- 620 914 770 365 3200 320 910 1050 970 550 620

1000- 620 1016 770 365 3650 320 1015 1050 1070 600 6201000- 655 1016 920 515 3750 440 1015 1500 1070 600 8501300- 820 1320 1080 545 3900 560 1320 1800 1380 750 1000

Pump size b b1 b2 p1 p2 m l min.pstandard


(d9)standard


(d9)

p1 p2 min.

800- 535 1500 300 ---- 300 ---- 1000 740 910 1000850- 535 1500 300 ---- 300 ---- 1050 790 980 975850- 550 1500 300 ---- 300 ---- 1050 790 980 975900- 600 1500 300 ---- 300 ---- 1120 860 1050 950

1000- 600 1500 300 ---- 300 ---- 1220 960 1150 900900- 615 1800 360 ---- 360 ---- 1120 860 1050 1250

1000- 615 1800 360 ---- 360 ---- 1220 960 1150 1200900- 620 1250 250 ---- 250 ---- 1120 860 1050 700

1000- 620 1250 250 ---- 250 ---- 1220 960 1150 6501000- 655 1800 360 ---- 360 ---- 1220 960 1150 12001300- 820 2300 460 ---- 460 ---- 1520 1260 1460 1550


Loss diagram


H = Hgeo + ∆ HV


hü [m]

Q [m3/s]


7°

Diagram for minimum water level t1open intake chamber

suction umbrella d9

suction umbrella d8

Amacan S

34

General arrangement drawingType of installation BG

Foundation holes

Foundation holes


(without pump)

UG1315754

min. water level


Inflow

ü


Amacan S

35

Main dimensions of discharge tube without intermediate flange and structure BG Dimensions [mm]

Pump size D d7 h7 t4 i2) t31) d8 d10 t9 l i b b1 b2Pump size D d7 h7 t4 min.2) t31) d8 d10 t9 lmin. b b1 b2

650- 364 660 530 225 2350 260 550 600 375 1000 1000 200 400650- 365 660 530 225 2350 260 550 600 375 1000 1000 200 400650- 404 660 530 265 2560 260 550 600 375 1000 1000 200 400650- 405 660 530 265 2560 320 660 690 470 1250 1250 250 500800- 505 813 680 335 2660 320 700 735 470 1250 1250 250 500

Pump size d12 e11) e2 m p1 p2 hPump size d12 e11) e2 m p1 p2 ha

650- 364 700 300 500 750 850 590 100650- 365 700 300 500 750 850 590650- 404 700 300 500 750 850 590650- 405 700 375 625 750 850 590800- 505 850 375 625 910 1000 740

1) Dimensions e1 and t3 must be complied with2) for max. motor length


Loss diagram

H = Hgeo + ∆ HV


hü [m]

Q [m3/s]


7°


covered intake chamber

Amacan S

36

General arrangement drawingType of installation BG

Foundation holes

Foundation holes


(without pump)

UG1315206


Inflow

min. water level

ü


Amacan S

37

Main dimensions of discharge tube without intermediate flange and structure BG Dimensions [mm]

Pump size D d7 h7 t4 i2) t31) d8 d10 t9 l i b b1 b2Pump size D d7 h7 t4 min.2) t31) d8 d10 t9 l min. b b1 b2

800- 535 813 720 325 2800 380 840 885 570 1500 1500 300 600850- 535 868 720 325 3210 380 840 885 570 1500 1500 300 600850- 550 868 740 375 3250 380 840 885 570 1500 1500 300 600900- 600 914 800 415 3200 380 820 860 570 1500 1500 300 600

1000- 600 1016 800 415 3650 380 820 860 570 1500 1500 300 600900- 615 914 780 420 3200 440 910 955 660 1800 1800 360 720

1000- 615 1016 780 420 3650 440 1000 1040 660 1800 1800 360 720900- 620 914 770 365 3200 320 790 830 470 1250 1250 250 500

1000- 620 1016 770 365 3650 320 790 830 470 1250 1250 250 5001000- 655 1016 920 515 3750 440 1000 1040 660 1800 1800 360 7201300- 820 1320 1080 545 3900 560 1300 1360 850 2300 2300 460 920

Pump size d12 e11) e2 m p1 p2 hPump size d12 e11) e2 m p1 p2 ha

800- 535 850 450 750 910 1000 740 100850- 535 920 450 750 980 1050 790850- 550 920 450 750 980 1050 790900- 600 970 450 750 1050 1120 860

1000- 600 1070 450 750 1150 1220 960900- 615 970 520 900 1050 1120 860

1000- 615 1070 520 900 1150 1220 960900- 620 970 415 625 1050 1120 860

1000- 620 1070 415 625 1150 1220 9601000- 655 1070 520 900 1150 1220 9601300- 820 1380 680 1150 1460 1520 1260



Loss diagram

H = Hgeo + ∆ HV


hü [m]

Q [m3/s]


7°



Amacan S

38

General arrangement drawingType of installation CU

UG1315755

(without discharge tube cover, without pump)

Foundation holes


Foundation holes

The discharge pipe must be connected to the dischargetube without transmitting any stresses or strains.


Inflow

Vent line

min. water level


Amacan S

39

Main dimensions of discharge tube without intermediate flange and structure CU Dimensions [mm]

Pump size D d7 h7 t42)

t53)

a DN2 DN2 max. t31) d8 d9 e11) l min.p 7 7 4

min.2)

5min.

3)2

min.2 max. 3 8 9

standard(d8)


min.

650- 364 660 530 225 2350 720 610 400 600 260 660 900 420 540 580650- 365 660 530 225 2350 720 610 400 600 260 660 900 420 540 580650- 404 660 530 265 2600 720 610 400 600 260 660 900 420 540 580650- 405 660 530 265 2750 720 610 400 600 320 660 900 420 540 830800- 505 813 680 335 2700 835 700 500 800 320 810 1050 500 620 750

Pump size b b1 b2 a13) a2

3) a33) p1

3) p23) m3) m1

3) n3)pstandard


(d9)standard


(d9)

1 2 3 p1 p2 1

650- 364 1000 200 -- 200 -- 1050 800 405 860 960 1100 430 1160650- 365 1000 200 -- 200 -- 1050 800 405 860 960 1100 430 1160650- 404 1000 200 -- 200 -- 1050 800 405 860 960 1100 430 1160650- 405 1250 250 -- 250 -- 1050 800 405 860 960 1100 430 1160800- 505 1250 250 -- 250 -- 1220 970 480 1075 1175 1270 505 1375

t2 = 1.1 x water level, max. 2 x t1Height of corner fillets (b1 and b2) same as t21) Dimensions e1 and t3 must be complied with2) for max. motor length3) designed for DN2 max.

Loss diagram

Dimensional tolerances:-- Tolerances for building dimensions to DIN 18202, Part 4, Group B-- Welded constructions: B/F to DIN EN ISO 13920-- Tolerances for conical seat (detail Y): ISO 2768--mH-- Discharge flanges to DIN EN 1092--1 PN6 / DIN EN 1092--2 PN6

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

H = Hgeo + ∆ HV

∆ HV -- riser pipe losses (pipe friction)-- HV total (see diagram)

HV total [m]

Q [m3/s]


open intake chamber

suction umbrella d9

suction umbrella d8

Amacan S

40

General arrangement drawingType of installation CU

UG1315207

min. water level

Vent line


(without discharge tube cover, without pump)

Foundation holes


Foundation holes

Inflow



Amacan S

41

Main dimensions of discharge tube without intermediate flange and structure CU Dimensions [mm]

Pump size D d7 h7 t4 min.2) t5 min.

3) a DN2 min. DN2 max. t31) d8 d9 e11) l min.p 7 7 4 min. 5 min. 2 min. 2 max. 3 8 9

standard(d8)

with suctionumbrella (d9)

min.

800- 535 813 720 325 2800 835 700 500 800 380 810 1300 500 750 1000850- 535 868 720 325 3250 835 730 500 800 380 865 1300 525 750 975850- 550 868 740 375 3250 835 730 500 800 380 865 1300 525 750 975900- 600 914 800 415 3200 925 760 600 900 380 910 1300 550 750 950

1000- 600 1016 800 415 3650 980 810 700 1000 380 1015 1300 600 750 900900- 615 914 780 420 3200 925 760 600 900 440 910 1300 550 750 1250

1000- 615 1016 780 420 3650 980 810 700 1000 440 1015 1300 600 750 1200900- 620 914 770 365 3200 925 760 600 900 320 910 1050 550 620 700

1000- 620 1016 770 365 3650 980 810 700 1000 320 1015 1050 600 620 6501000- 655 1016 920 515 3750 980 810 700 1000 440 1015 1500 600 850 12001300- 820 1320 1080 545 3900 1180 960 1000 1300 560 1320 1800 750 1000 1550

Pump size b b1 b2 a13) a2

3) a33) p1

3) p23) m3) m1

3) n3)pstandard

(d8)with suction

umbrella (d9)standard

(d8)with suction

umbrella (d9)

1 2 3 p1 p2 1

800- 535 1500 300 -- 300 -- 1220 970 480 1075 1175 1270 505 1375850- 535 1500 300 -- 300 -- 1275 1020 505 1075 1175 1325 530 1375850- 550 1500 300 -- 300 -- 1275 1020 505 1075 1175 1325 530 1375900- 600 1500 300 -- 300 -- 1320 1070 530 1180 1280 1380 560 1480

1000- 600 1500 300 -- 300 -- 1430 1160 580 1280 1380 1520 625 1620900- 615 1800 360 -- 360 -- 1320 1070 530 1180 1280 1380 560 1480

1000- 615 1800 360 -- 360 -- 1430 1160 580 1280 1380 1520 625 1620900- 620 1250 250 -- 250 -- 1320 1070 530 1180 1280 1380 560 1480

1000- 620 1250 250 -- 250 -- 1430 1160 580 1280 1380 1520 625 16201000- 655 1800 360 -- 360 -- 1430 1160 580 1280 1380 1520 625 16201300- 820 2300 460 -- 460 -- 1720 1470 720 1620 1720 1810 765 1960

t2 = 1.1 x water level, max. 2 x t1Height of corner fillets (b1 and b2) same as t21) Dimensions e1 and t3 must be complied with2) for max. motor length3) designed for DN2 max.

Loss diagram



H = Hgeo + ∆ HV


HV total [m]

Q [m3/s]


open intake chamber

suction umbrella d9

suction umbrella d8

Amacan S

42

General arrangement drawingType of installation CG

Foundation holes (without discharge tube cover, without pump)

Foundation holes


UG1315756



Inflow

min. water level

Vent line


Amacan S

43

Main dimensions of discharge tube without intermediate flange and structure CG Dimensions [mm]

Pump size D d7 h7 t4 i2) t5 i

3) a DN2 i DN2 t31) d8 d10 t9 l iPump size D d7 h7 t4 min.2) t5 min.

3) a DN2 min. DN2 max. t31) d8 d10 t9 lmin.

650- 364 660 530 225 2350 720 610 400 600 260 550 600 375 1000650- 365 660 530 225 2350 720 610 400 600 260 550 600 375 1000650- 404 660 530 265 2600 720 610 400 600 260 550 600 375 1000650- 405 660 530 265 2750 720 610 400 600 320 660 690 470 1250800- 505 813 680 335 2700 835 700 500 800 320 700 735 470 1250

Pump size b b1 b2 e11) e2 a1

3) a23) a3

3) p13) p2

3) m3) m13) n3)Pump size b b1 b2 e1

1) e2 a13) a2

3) a33) p1

3) p23) m3) m1

3) n3)

650- 364 1000 200 400 300 500 1050 800 405 860 960 1100 430 1160650- 365 1000 200 400 300 500 1050 800 405 860 960 1100 430 1160650- 404 1000 200 400 300 500 1050 800 405 860 960 1100 430 1160650- 405 1250 250 500 375 625 1050 800 405 860 960 1100 430 1160800- 505 1250 250 500 375 625 1220 970 480 1075 1175 1270 505 1375

1) Dimensions e1 and t3 must be complied with2) for max. motor length3) designed for DN2 max.


Loss diagram


H = Hgeo + ∆ HV


HV total [m]

Q [m3/s]



Amacan S

44

General arrangement drawingType of installation CG


Foundation holes


UG1315208



Inflow

min. water level

Vent line


Amacan S

45

Main dimensions of discharge tube without intermediate flange and structure CG Dimensions [mm]

Pump size D d7 h7 t4 i2) t5 i

3) a DN2 i DN2 t31) d8 d10 t9 l iPump size D d7 h7 t4 min.2) t5 min.

3) a DN2 min. DN2 max. t31) d8 d10 t9 l min.

800- 535 813 720 325 2800 835 700 500 800 380 840 885 570 1500850- 535 868 720 325 3250 835 730 500 800 380 840 885 570 1500850- 550 868 740 375 3250 835 730 500 800 380 840 885 570 1500900- 600 914 800 415 3200 925 760 600 900 380 820 860 570 1500

1000- 600 1016 800 415 3650 980 810 700 1000 380 820 860 570 1500900- 615 914 780 420 3200 925 760 600 900 440 910 955 660 1800

1000- 615 1016 780 420 3650 980 810 700 1000 440 1000 1040 660 1800900- 620 914 770 365 3200 925 760 600 900 320 790 830 470 1250

1000- 620 1016 770 365 3650 980 810 700 1000 320 790 830 470 12501000- 655 1016 920 515 3750 980 810 700 1000 440 1000 1040 660 18001300- 820 1320 1080 545 3900 1180 960 1000 1300 560 1300 1360 850 2300

Pump size b b1 b2 e11) e2 a1

3) a23) a3

3) p13) p2

3) m3) m13) n3)Pump size b b1 b2 e1

1) e2 a13) a2

3) a33) p1

3) p23) m3) m1

3) n3)

800- 535 1500 300 600 450 750 1220 970 480 1075 1175 1270 505 1375850- 535 1500 300 600 450 750 1275 1020 505 1075 1175 1325 530 1375850- 550 1500 300 600 450 750 1275 1020 505 1075 1175 1325 530 1375900- 600 1500 300 600 450 750 1320 1070 530 1180 1280 1380 560 1480

1000- 600 1500 300 600 450 750 1430 1160 580 1280 1380 1520 625 1620900- 615 1800 360 720 520 900 1320 1070 530 1180 1280 1380 560 1480

1000- 615 1800 360 720 520 900 1430 1160 580 1280 1380 1520 625 1620900- 620 1250 250 500 415 625 1320 1070 530 1180 1280 1380 560 1480

1000- 620 1250 250 500 415 625 1430 1160 580 1280 1380 1520 625 16201000- 655 1800 360 720 520 900 1430 1160 580 1280 1380 1520 625 16201300- 820 2300 460 920 680 1150 1720 1470 720 1620 1720 1810 765 1960

1) Dimensions e1 and t3 must be complied with2) for max. motor length3) designed for DN2 max.


Loss diagram


H = Hgeo + ∆ HV


HV total [m]

Q [m3/s]



Amacan S

46

General arrangement drawingType of installation DU

UG131575

The discharge pipe must be connected to thedischarge tube without transmitting any stressesor strains.

min. water level

Vent line



Foundation holes


notpressure-proof

Inflow


Amacan S

47

Main dimensions of discharge tube without intermediate flange and structure DU Dimensions [mm]

Pump size D d7 h7 t4 min.2) a DN2 min. DN2 max. t31) d8 d9 e1

1) l min.p 7 7 4 min. 2 min. 2 max. 3 8 9

standard(d8)


min.

650- 364 660 530 225 2350 610 400 600 260 660 900 420 540 580650- 365 660 530 225 2350 610 400 600 260 660 900 420 540 580650- 404 660 530 265 2600 610 400 600 260 660 900 420 540 580650- 405 660 530 265 2750 610 400 600 320 660 900 420 540 830800- 505 813 680 335 2700 700 500 800 320 810 1050 500 620 750

Pump size b b1 b2 a1 a2 p1 p2 m npstandard


(d9)standard


(d9)

1 2 p1 p2

650- 364 1000 200 -- 200 -- 810 560 810 910 860 1110650- 365 1000 200 -- 200 -- 810 560 810 910 860 1110650- 404 1000 200 -- 200 -- 810 560 810 910 860 1110650- 405 1250 250 -- 250 -- 810 560 810 910 890 1110800- 505 1250 250 -- 250 -- 960 710 960 1060 1030 1260



Loss diagram

Q [m3/s]

hV Kr [m]

H = Hgeo + ∆ HV

∆ HV -- elbow losses hV Kr (see diagram)-- riser pipe losses (pipe friction)-- HV plant (valves, ...)

HV plant have to be determined with regard to the plant


open intake chamber

suction umbrella d9

suction umbrella d8

Amacan S

48

General arrangement drawingType of installation DU

UG1315210


min. water level

Vent line



Foundation holes


notpressure-proof

Inflow


Amacan S

49

Main dimensions of discharge tube without intermediate flange and structure DU Dimensions [mm]

Pump size D d7 h7 t4 min.2) a DN2 min. DN2 max. t31) d8 d9 e1

1) l min.p 7 7 4 min. 2 min. 2 max. 3 8 9

standard(d8)


min.

800- 535 813 720 325 2800 700 500 800 380 810 1300 500 750 1000850- 535 868 720 325 3250 730 500 800 380 865 1300 525 750 975850- 550 868 740 375 3250 730 500 800 380 865 1300 525 750 975900- 600 914 800 415 3200 760 600 900 380 910 1300 550 750 950

1000- 600 1016 800 415 3650 810 700 1000 380 1015 1300 600 750 900900- 615 914 780 420 3200 760 600 900 440 910 1300 550 750 1250

1000- 615 1016 780 420 3650 810 700 1000 440 1015 1300 600 750 1200900- 620 914 770 365 3200 760 600 900 320 910 1050 550 620 700

1000- 620 1016 770 365 3650 810 700 1000 320 1015 1050 600 620 6501000- 655 1016 920 515 3750 810 700 1000 440 1015 1500 600 850 12001300- 820 1320 1080 545 3900 960 1000 1300 560 1320 1800 750 1000 1520

Pump size b b1 b2 a1 a2 p1 p2 m npstandard


(d9)standard


(d9)

1 2 p1 p2

800- 535 1500 300 -- 300 -- 960 710 960 1060 1030 1260850- 535 1500 300 -- 300 -- 1010 760 1010 1110 1080 1310850- 550 1500 300 -- 300 -- 1010 760 1010 1110 1080 1310900- 600 1500 300 -- 300 -- 1060 810 1060 1160 1130 1360

1000- 600 1500 300 -- 300 -- 1160 910 1160 1260 1240 1500900- 615 1800 360 -- 360 -- 1060 810 1060 1160 1130 1360

1000- 615 1800 360 -- 360 -- 1160 910 1160 1260 1240 1500900- 620 1250 250 -- 250 -- 1060 810 1060 1160 1130 1360

1000- 620 1250 250 -- 250 -- 1160 910 1160 1260 1240 15001000- 655 1800 360 -- 360 -- 1160 910 1160 1260 1240 15001300- 820 2300 460 -- 460 -- 1460 1210 1460 1560 1540 1800


Loss diagram


Q [m3/s]

hV Kr [m]

H = Hgeo + ∆ HV




open intake chamber

suction umbrella d9

suction umbrella d8

Amacan S

50

General arrangement drawingType of installation DG

UG1315758


Mindest-wasserstand

Vent line



Foundation holes


notpressure-proof

Inflow


Amacan S

51

Main dimensions of discharge tube without intermediate flange and structure DG Dimensions [mm]

Pump size D d7 h7 t4 i2) a DN2 i DN2 t31) d8 d10 t9 l iPump size D d7 h7 t4 min.2) a DN2 min. DN2 max. t31) d8 d10 t9 lmin.

650- 364 660 530 225 2350 610 400 600 260 550 600 375 1000650- 365 660 530 225 2350 610 400 600 260 550 600 375 1000650- 404 660 530 265 2600 610 400 600 260 550 600 375 1000650- 405 660 530 265 2750 610 400 600 260 660 690 470 1250800- 505 813 680 335 2000 700 500 800 320 700 735 470 1250

Pump size b b1 b2 e11) e2 a1 a2 p1 p2 m nPump size b b1 b2 e11) e2 a1 a2 p1 p2 m n

650- 364 1000 200 400 300 500 810 560 810 910 860 1110650- 365 1000 200 400 300 500 810 560 810 910 860 1110650- 404 1000 200 400 300 500 810 560 810 910 860 1110650- 405 1250 250 500 375 625 810 560 810 910 890 1110800- 505 1250 250 500 375 625 960 710 960 1060 1030 1260



Loss diagram

Q [m3/s]

hV Kr [m]

H = Hgeo + ∆ HV





Amacan S

52

General arrangement drawingType of installation DG

UG1315211


min. water level

Vent line



Foundation holes


notpressure-proof

Inflow


Amacan S

53

Main dimensions of discharge tube without intermediate flange and structure DG Dimensions [mm]

Pump size D d7 h7 t4 i2) a DN2 i DN2 t31) d8 d10 t9 l iPump size D d7 h7 t4 min.2) a DN2 min. DN2 max. t31) d8 d10 t9 lmin.

800- 535 813 720 325 2800 700 500 800 380 840 885 570 1500850- 535 868 720 325 3250 730 500 800 380 840 885 570 1500850- 550 868 740 375 3250 730 500 800 380 840 885 570 1500900- 600 914 800 415 3200 760 600 900 380 820 860 570 1500

1000- 600 1016 800 415 3650 810 700 1000 380 820 860 570 1500900- 615 914 780 420 3200 760 600 900 440 910 955 660 1800

1000- 615 1016 780 420 3650 810 700 1000 440 1000 1040 660 1800900- 620 914 770 365 3200 760 600 900 320 790 830 470 1250

1000- 620 1016 770 365 3650 810 700 1000 320 790 830 470 12501000- 655 1016 920 515 3750 810 700 1000 440 1000 1040 660 18001300- 820 1320 1080 545 3900 960 1000 1300 560 1300 1360 850 2300

Pump size b b1 b2 e11) e2 a1 a2 p1 p2 m nPump size b b1 b2 e11) e2 a1 a2 p1 p2 m n

800- 535 1500 300 600 450 750 960 710 960 1060 1030 1260850- 535 1500 300 600 450 750 1010 760 1010 1110 1080 1310850- 550 1500 300 600 450 750 1010 760 1010 1110 1080 1310900- 600 1500 300 600 450 750 1060 810 1060 1160 1130 1360

1000- 600 1500 300 600 450 750 1160 910 1160 1260 1240 1500900- 615 1800 360 720 520 900 1060 810 1060 1160 1130 1360

1000- 615 1800 360 720 520 900 1160 910 1160 1260 1240 1500900- 620 1250 250 500 415 625 1060 810 1060 1160 1130 1360

1000- 620 1250 250 500 415 625 1160 910 1160 1260 1240 15001000- 655 1800 360 720 520 900 1160 910 1160 1260 1240 15001300- 820 2300 460 920 680 1150 1460 1210 1460 1560 1540 1800



Loss diagram

Q [m3/s]

hV Kr [m]

H = Hgeo + ∆ HV





Amacan S

54

Pump with support cable and turnbuckle in the discharge tube

59-8

59-17.2

720

59-17.1

59-47

59-24

AA

The number of liftingrings (optional)depends on thelifting height of thedavid, lifting frameor crane used andon the buildingstructure.

For deep installations(with support)

59-7

Part No. Description Material

59-8 Turnbuckle59-17.2 Shackle59-47 Carrier cable Stainless steel59-24 Cable/Rope to DIN 3088,

PK type, non--twisting design

720 Spacer EPDM59-17.1 Shackle ST TZN

(option Stainlesssteel)

59.7 Support Stainless steel

Cross-section of cable arrangement

(required where free cable length in discharge tube exceeds3.5 m)

UG 1073883zdk

Clamp coverCleat(approx. every400 mm)

Control cable

Power cable

Support cable59-24

Profiledspacer

A -- A

Cable length in the discharge tube from 3.5 m:

Fastening of turnbuckle 59--8-- For closed discharge tubes, attach to the cover of the

discharge tube (as illustrated above).-- For open discharge tubes of installation type BU, BG attach

to an owner--supplied crossbeam above the water level.

Cable length in the discharge tube below 3.5 m:

For open discharge tubes, attach the electric cables to anowner--supplied crossbeam above the water level to preventany damage caused by movement.

Amacan S

55

Discharge tube cover with cable entryDesign variant: with welding sleeve

Top view

A -- A

12

4

56 6

A

A

3

OW 380 836-00

1 Discharge tube cover2 Cover3 Welding sleeve4 Threaded bush with anti--kink bush to DIN 22 419 with strain relief, kink and twist protection5 Eye plate for fixing turnbuckle (wire)6 Gasket, e.g. fabric--reinforced rubber

Amacan S

56

Intake chamber and flow-straightening vaneAssembly instructions: pump -- flow-straightening vane-- The anti-vortex vanes in the bellmouth (part no.138) must have the same direction as the flow-straightening vane.

The lifting lug is oriented in the same direction as the anti--vortex vanes in the bellmouth.

Design of suction chamber -- roughness of wall surfaces (o prevent swirl formation)

The flow-straightening vane is indispensable in that it ensures adequate inflow conditions for the pump, preventing the formationof a submerged vortex (floor vortex) which, among other things, may reduce pump performance.Also the floor and wall surfaces of the intake chamber should be constructed as a rough concrete surface. Rough surfacesminimise the separation of boundary layers that may cause wall and floor vortices.

Design variants of flow-straightening vane for types of installation BU, CU, DU

Variant 1 (cast concrete) Variant 2D flow-straightening vane, cast D steel profile

Screwed to intakechamber floor

Discharge tube

Intake chamber

Flow--straighteningvane centered beneath

the discharge tube

lRdepending on e1lR lR

s2

s1

h R h R

sR

(e1)(e1)

Pump size hR1) sR

1) s11) s2

1) e1 lRPump sizeAmacan S [mm]

650- 364150 10 20 60

420 835650- 365 150 10 20 60 540 955

650- 404 150 10 20 60420 835

650- 404 150 10 20 60540 955

650- 405 190 10 20 70420 875

650- 405 190 10 20 70540 1050

800- 505 190 10 20 70500 1050

800- 505 190 10 20 70620 1150

800- 535 230 10 25 90500 1100

800- 535 230 10 25 90750 1350

850- 535230 10 25 90

525 1100850- 550

230 10 25 90750 1350

900- 600 230 10 25 90550 1200

900- 600 230 10 25 90750 1500

1000- 600 230 10 25 90600 1200

1000- 600 230 10 25 90750 1500

900- 615 265 12 25 100550 1300

900- 615 265 12 25 100750 1500

Pump size hR1) sR

1) s11) s2

1) e1 lRPump sizeAmacan S [mm]

1000 615 265 12 25 100600 1300

1000- 615 265 12 25 100 750 1500

900- 620 190 10 20 70550 1050

900- 620 190 10 20 70620 1150

1000- 620 190 10 20 70600 1150

1000- 620 190 10 20 70620 1150

1000- 655 265 12 25 100600 1300

1000- 655 265 12 25 100850 1500

1300- 820 335 12 30 120750 1625

1300- 820 335 12 30 1201000 1875

1) Also applicable to installation types BG, CG, DG

For installation types BG, CG, DG, the length IR of theflow--straightening vane must be adapted to the 45o bevelinside the intake chamber.For dimension e1, see main dimensions of discharge tube andedifice according to general arrangement drawing (p. 30--53)!

Amacan S

57

Amacan S

58

Amacan S

59

KSB AktiengesellschaftP.O. Box 200743 • 06008 Halle (Saale) • Turmstraße 92 • 06110 Halle (Germany)Tel. +49 (345) 48 26 0 • Fax +49 (345) 48 26 46 99 • www.ksb.com

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Amacan S

Order detail -- carrier cable lengthIn order to select the proper length of the carrier cable, it is absolutely necessary to define dimension “L”.

When ordering a carrier cable, the lifting height of the crane must be considered!This determines the number of lifting rings which are reguired for installation / dismantling of the pumpin the discharge tube.

LD

D

Attach to cover or cross beam

(BU/BG installation type)

lower edge of tube = lower edge of pump

When ordering, please specify:

length L = mm

(Attachment point to lower tube edge)

and

number of lifting rings required: nos.

The accessory “carrier cable” can be supplied with

lifting rings and supports (see page 54) as an option.

The basic version is supplied without lifting rings.

OptionCarrier cable

Documents

Amacan S - tulumbapompa.com.tr · Amacan S 7 Types of installation BU Discharge tube Overflow design with open intake chamber BG Discharge tube Overflow design with covered intake