A02_Reference_O M_Manual.pdf

INSTALLATION

OPERATION & MAINTENANCE MANUAL

MWI SUBMERSIBLE ELECTRIC PUMPS

MWI ORDER No. 11064

PROJECT: CHAIN OF ROCKS PUMP STATION

MOVING WATER INDUSTRIES

DEERFIELD BEACH, FLORIDA

SEMC30 Pumps, S/N 12179, 12180 & 12181

September, 2012

Submersible Electric Pump

Installation, Operation, and Maintenance

MWI Corporation TOC-S

Table of Contents Document No.

1 Introduction

1.1 Introduction 1.1.1-S

1.2 Safety 1.2.1-S

1.3 Warranty

1.4 Pump Curve

1.5 Pump Rating / Motor Rating

2 Storage

2.1 Storage of Pumps 2.1.1-S

3 Installation Instructions

3.1 Pump Installation………….. 3.1.1-S

4 Operation

4.1 Prestart Checks 4.1.1-S

4.2 Pump Start-up 4.2.1-S

4.3 Pump Shut-Down 4.3.1-S

5 Maintenance

5.1 Introduction 5.1.1-S

5.2 Spare Parts. 5.2.1-S

5.3 Lubrication 5.3.1-S

5.4 Inspection 5.4.1-S

5.5 Pump Disassembly and Assembly 5.5.1-S

6 Troubleshooting

6.1 Troubleshooting 6.1.1-S

MWI Corporation TOC-S

7 Drawings

Pump Cross Section Drawing

Motor Lead Identification Drawing

General Arrangement Drawing

Pump Monitoring Panel

MWI Corporation 1.1.1-S

SECTION 1 – INTRODUCTION

1.1 Introduction

The purpose of this manual is to describe the installation, operation and maintenance of the MWI Submersible Electric pumps. The following pages are instructions for the installation, operation and maintenance of your equipment.

These instructions should be read carefully before proceeding with the installation, operation or maintenance of your pump and/or drive equipment.

If at any time you require additional information or are in need of assistance, please do not hesitate to call or write.

MWI has experienced, factory trained servicemen who are available to offer prompt and efficient service for a reasonable charge, if you should need them. You can call or write to us at the addresses listed below.

MWI Pump Corporation 201 No. Federal Highway

Deerfield Beach, Florida 33441

Phone (954) 426-1500 Fax (954) 426-1582 www.mwicorp.com

MWI pumps can be identified by: Serial Number and Pump Model. This information is located in section 1.5.

MWI Submersible Electric pumps are generally delivered assembled. Upon delivery, check for shortages and damage immediately. Examine the pump for damage due to shipping and check the pump components against the packing list and bill of landing. Note shortages or damage on the freight bill. Report concealed damage to carrier’s agent promptly for proper corrective action.

The history of your pump is maintained at the office under the serial number. Therefore, it is critical to list the serial number with all future correspondence of your pump.

NOTE:

The information contained in the following sections is intended to assist operating personnel by providing information on the characteristics of the purchased equipment.

The manual DOES NOT relieve the user of the responsibility of using accepted engineering practices in the installation, operation and maintenance of the equipment.

MWI Corporation 1.2.1-S

1.2 Safety Precautions

Pump parts, tools and all the equipment used for the purpose of installing and removing our pumps can easily cause personal injury, especially if it is carelessly handled. Extreme caution should be taken when using this equipment. This includes but is not limited to the use of power equipment, manual equipment, all lifting equipment and the handling of all tools. Also, do not work under any heavy objects.

Personnel must be protected from rotating parts at all times. All protective devices furnished with the pump and related parts must be installed prior to startup and must remain on during operation. All electrical equipment should be handled by a certified Electrician.

1. Observe all appropriate safety precautions when working around heavy equipment.

2. Observe all appropriate safety precautions when working around rotating machinery.

Use appropriate protective covers or guards.

3. Observe all appropriate safety precautions when working around fall hazards.

4. Observe all appropriate safety precautions when working with lifting devices

5. Make sure that no rags, wood scraps, etc.

are lodged in any exposed openings.

6. Hazardous energy must be controlled in accordance with government and/or municipal regulatory guidance for your geographical area as well as the use of personal protective equipment.

7. Lock out power at main panel before service or maintenance is performed on electrical components. If not done, contact will cause electrical shock or burn.

NOTE:

The installation, use and operation of this type of equipment is affected by various federal, state and local laws and the regulations concerning OSHA. Compliance with such laws relating to the proper installation and safe operation of this type of equipment is the responsibility of the equipment owner. All necessary steps should be taken by the owner to assure compliance with such laws before operating the equipment.

Reviewed By: SOM Released By: DM Rev. No.: 003 Rev. Date: 02/10/09 Doc. No.: QF 7.2-10

MWI Custom Engineered Products Warranty Policy Lineshaft, SEA, Hydraflo, & Solar Pedalflo Pumps

1. WARRANTY - MWI manufactured pumps are guaranteed by Moving Water Industries, hereinafter called the Company, so far as the same are of its own manufacture, against defects in material and workmanship, under normal use and service for a period of 15 months from the date of shipment from the factory, or 3000 hours running time, or 12 months from the completion of “start up” whichever comes first. The Company’s obligation is limited to furnishing without charge, excluding freight charges, parts to replace any similar parts of its own manufacture which are proved to be defective within the time limits or operational terms above, provided the purchaser has given the Company immediate written notice upon discovery of such defect.

The Company assumes no liability for damages or delays caused by defective materials and no allowance will be made for local repair bills or expenses without the prior written approval or authority of the Company.

The Company will guarantee accessory equipment or components supplied but not manufactured by the Company to the same extent that the guarantee is made by the manufacturer or supplier of such equipment. Immediate written notice of defects is required.

The warranty provided by the Company for its own manufactured equipment or for accessory equipment or components manufactured by others is contingent upon the equipment being properly shipped, stored, installed and operated in accordance with the design and instructions provided.

2. PERFORMANCE GUARANTEES are based on shop laboratory tests corrected for field performance in accordance with the engineering practices outlined in the Standards of the Hydraulic Institute. The performance guarantee is at the specified point of rating only, and will not cover performance under conditions varying therefrom. The Company is not responsible for any special indirect or consequential damages in case of failure to meet the conditions of any warranty, or for any damages arising from the use of its products.

3. ACCEPTANCE TESTS, if required, shall be conducted in accordance with and subject to the limitations set forth in the Standards of the Hydraulic Institute. The expense of any such test shall be borne by the purchaser. Due to the inaccuracies of field-testing, the results of any such tests conducted by or for the purchaser shall be interpreted as being only indicative of the actual field performance of the pump. No equipment shall be furnished on the basis of acceptance by results of field tests. If the purchaser, after such a test, questions the performance of the pump, he may at his option request tests to establish the performance. Such tests will be conducted in accordance with paragraph 2 and subject to the limitations of paragraphs 2, 3, and 4. If the tests conducted in this manner establish the performance as being within the guarantee, then all expenses involved shall be borne by the purchaser.

4. ALL WARRANTIES or guarantees are void if (a) pump is handling liquids other than clear, fresh, non-aerated water at a temperature not exceeding 85 degrees F., or liquids other than as specified by the primary design and purchase order; (b) pump has been handling sand or other abrasive material and if inspection indicates wear or erosion from such use; (c) operating speed is other than that of design condition; (d) installation of the pump is made in such a manner as to create shaft misalignment; (e) the Total Dynamic Head is exceeded or minimum submergence (low water level) is less than as specified by the primary design and purchase order; (f) lubrication and service maintenance instructions are not followed; or (g) damage to any component including the pump in a diesel, direct-drive lineshaft pumping system is caused by torsional vibration, unless the Company provided the entire system; (h) damage due to foreign objects; (i) damage due to cavitation.

5. The Company is not responsible for hydraulic disturbances, including, but not limited to, vortexes and cavitation which are generated from sump designs. The Company neither designs sumps nor provides consulting services to others on proposed sump designs. Consequently, the Company accepts no responsibility whatsoever for sump design, repair or modification of a sump, or any reduction in performance due to sump design.

Ship Date: _______________________ Authorized By: _____________________________________________

Job No.: __11064 ______

Model No.: __SEMC30_________________________________

Serial No.: ___12179, 12180 &12181_______________________

INTAKE DIA: 42"

Electric motor: 400 Hp, 710 rpm

PUMP BOWL PERFORMANCE CURVE

SINGLE STAGE PERFORMANCE

FOR TWO STAGES MULTIPLY HEAD AND HORSEPOWER BY 2.0 AND EFFICIENCY BY 1.0

PERFORMANCE IS BASED ON PUMPING CLEAR, NON-AERATED WATER, WITH A SPECIFIC

GRAVITY OF 1.0, TEMPERATURE 85 DEG F OR LESS AND AT SEA LEVEL. PUMP

PERFORMANCE MAY BE AFFECTED BY HIGHER TEMPERATURES, SPECIFIC GRAVITY,

ALTITUDES AND SUMP CONDITIONS.

Project: Chain of Rocks Canal Pump Station

PROPELLER DIA: 31.7"

SPEED: 710 RPM

DISCHARGE DIA: 30"

TYPE: MIXED FLOW

MODEL NO: SEMC30

21000 22000 23000 24000 25000 26000 27000 28000 29000

Water Flow (gpm)

T o ta l

D y n am ic H ea d ft

-20

-10

Design Point

S/N 12179

E ff ic ie n cy

M o to r O u tp u t

P o w er b h p

Test date 18-Feb-13

Pump Model Description SEMC30 gpm ft

Pump Serial No 12179 design point 23200 47.0

Water pump speed 710 rpm max head 22543 48.7

Test pipe ID 29.5 inches min head 26030 38.4 pressure gauge height 121 inches motor full load current (FLA) 491 amps flow meter initial reading -1.0 inches

Static Annubar

Test frequency Pressure reading

Point (Hz) (psi) ("H20) (volts) (amps) (kWs)

1 60.3 8.2 69 460 423 258

2 60.2 9.5 67 460 435 267

3 60.1 10.0 66 460 437 270

4 60.0 10.8 63 460 442 274

5 60.1 11.2 60 460 450 279

6 60.2 12.7 56 460 461 289

7 60.1 13.6 54 460 467 293

8 60.1 14.1 51 460 470 295

9 60.0 14.8 49 460 474 299

10 60.0 15.7 46 460 480 303 pipe intake motor region disch elbow adjusted to 60 Hz pipe friction friction friction friction

Vel Hv Hf Hf Hf Hf Flow TDH BHP Eff Flow TDH BHP (ft/sec) (ft) (ft) (ft) (ft) (ft) (gpm) (ft) (%) (gpm) (ft)

12.98 2.62 0.16 0.68 2.25 1.72 27660 36.4 328.6 77.4 27522 36.1 323.7

12.80 2.54 0.15 0.66 2.19 1.67 27262 39.2 340.0 79.4 27171 39.0 336.6

12.70 2.51 0.15 0.65 2.15 1.65 27061 40.3 343.8 80.0 27016 40.1 342.1

12.41 2.39 0.14 0.62 2.06 1.57 26448 41.8 348.9 80.0 26448 41.8 348.9

12.12 2.28 0.14 0.60 1.96 1.50 25821 42.4 355.3 77.8 25778 42.3 353.5

11.72 2.13 0.13 0.56 1.83 1.40 24960 45.4 368.0 77.8 24877 45.1 364.4

11.51 2.06 0.12 0.54 1.77 1.35 24518 47.3 373.1 78.5 24477 47.1 371.3

11.19 1.94 0.12 0.51 1.67 1.28 23840 48.1 375.7 77.1 23800 48.0 373.8

10.97 1.87 0.11 0.49 1.61 1.23 23377 49.5 380.8 76.8 23377 49.5 380.8

10.64 1.76 0.11 0.46 1.51 1.16 22665 51.3 385.9 76.1 22665 51.3 385.9 electric power into motor water level to baseplate = 187"

PUMP BOWL PERFORMANCE CURVE

SINGLE STAGE PERFORMANCE

FOR TWO STAGES MULTIPLY HEAD AND HORSEPOWER BY 2.0 AND EFFICIENCY BY 1.0

PERFORMANCE IS BASED ON PUMPING CLEAR, NON-AERATED WATER, WITH A SPECIFIC

GRAVITY OF 1.0, TEMPERATURE 85 DEG F OR LESS AND AT SEA LEVEL. PUMP

PERFORMANCE MAY BE AFFECTED BY HIGHER TEMPERATURES, SPECIFIC GRAVITY,

ALTITUDES AND SUMP CONDITIONS.

Project: Chain of Rocks Canal Pump Station

PROPELLER DIA: 31.7"

SPEED: 770 RPM

DISCHARGE DIA: 30"

TYPE: MIXED FLOW

MODEL NO: SEMC30

21000 22000 23000 24000 25000 26000 27000 28000 29000 30000

Water Flow (gpm)

T o ta l

D y n am ic H ea d ft

-20

-10

Design Point

S/N 12179

E ff ic ie n cy

M o to r O u tp u t

P o w er b h p

Pump Serial No 12179 design point 23200 47.0

Water pump speed 710 rpm max head 22543 48.7

Test pipe ID 29.5 inches min head 26030 38.4 pressure gauge height 121 inches motor full load current (FLA) 491 amps flow meter initial reading -1.0 inches

Static Annubar

Test frequency Pressure reading

Point (Hz) (psi) ("H20) (volts) (amps) (kWs)

1 65.0 11.0 80 460 513 332

2 65.0 11.7 78 459 517 339

3 65.0 12.9 74 460 533 348

4 65.0 13.8 72 460 536 350

5 65.0 15.0 70 460 549 354

6 65.1 15.7 66 459 55 362

7 65.0 16.2 65 459 564 365

8 65.0 17.2 60 459 573 370

9 65.0 18.2 57 459 585 380

10 65.1 19.1 54 457 591 383 pipe intake motor region disch elbow adjusted to 65 Hz pipe friction friction friction friction

Vel Hv Hf Hf Hf Hf Flow TDH BHP Eff Flow TDH BHP (ft/sec) (ft) (ft) (ft) (ft) (ft) (gpm) (ft) (%) (gpm) (ft)

13.97 3.03 0.18 0.79 2.60 1.99 29754 44.1 422.8 78.3 29754 44.1 422.8

13.79 2.95 0.18 0.77 2.54 1.94 29384 45.5 431.7 78.1 29384 45.5 431.7

13.44 2.80 0.17 0.73 2.41 1.85 28631 47.8 443.2 78.0 28631 47.8 443.2

13.26 2.73 0.16 0.71 2.35 1.80 28246 49.7 445.7 79.5 28246 49.7 445.7

13.08 2.66 0.16 0.69 2.28 1.75 27857 52.2 450.8 81.5 367.4 27857 52.2 450.8

12.70 2.51 0.15 0.65 2.15 1.65 27061 53.4 461.0 79.2 27019 53.2 458.9

12.61 2.47 0.15 0.64 2.12 1.62 26858 54.5 464.8 79.5 26858 54.5 464.8

12.12 2.28 0.14 0.60 1.96 1.50 25821 56.2 471.2 77.8 25821 56.2 471.2

11.82 2.17 0.13 0.57 1.87 1.43 25178 58.2 483.9 76.5 25178 58.2 483.9

11.51 2.06 0.12 0.54 1.77 1.35 24518 60.0 487.7 76.1 24480 59.8 485.5 electric power into motor water level to baseplate = 187"

PUMP BOWL PERFORMANCE CURVE

SINGLE STAGE PERFORMANCE

FOR TWO STAGES MULTIPLY HEAD AND HORSEPOWER BY 2.0 AND EFFICIENCY BY 1.0

PERFORMANCE IS BASED ON PUMPING CLEAR, NON-AERATED WATER, WITH A SPECIFIC

GRAVITY OF 1.0, TEMPERATURE 85 DEG F OR LESS AND AT SEA LEVEL. PUMP

PERFORMANCE MAY BE AFFECTED BY HIGHER TEMPERATURES, SPECIFIC GRAVITY,

ALTITUDES AND SUMP CONDITIONS.

Project: Chain of Rocks Canal Pump Station

PROPELLER DIA: 31.7"

SPEED: 710 RPM

DISCHARGE DIA: 30"

TYPE: MIXED FLOW

MODEL NO: SEMC30

21000 22000 23000 24000 25000 26000 27000 28000 29000

Water Flow (gpm)

T o ta l

D y n am ic H ea d ft

-20

-10

Design Point

S/N 12179

E ff ic ie n cy

M o to r O u tp u t

P o w er b h p

Test date 15-Feb-13

Pump Serial No 12179 design point 23200 47.0

Water pump speed 710 rpm max head 22543 48.7

Test pipe ID 29.5 inches min head 26030 38.4 pressure gauge height 139 inches motor full load current (FLA) 491 amps flow meter initial reading -1.0 inches

Static Annubar

Test frequency Pressure reading

Point (Hz) (psi) ("H20) (volts) (amps) (kWs)

1 60.5 7.2 72 462 425 260

2 60.7 8.3 70 462 428 267

3 60.0 9.0 66 462 427 263

4 59.9 10.2 63 462 437 271

5 59.7 11.3 58 462 448 279

6 59.6 12.2 56 462 450 281

7 60.3 12.8 54 462 460 290

8 60.4 13.0 54 462 459 291

9 60.3 14.4 50 462 472 299

10 60.3 15.5 46 462 477 304 pipe intake motor region disch elbow adjusted to 60 Hz pipe friction friction friction friction

Vel Hv Hf Hf Hf Hf Flow TDH BHP Eff Flow TDH BHP (ft/sec) (ft) (ft) (ft) (ft) (ft) (gpm) (ft) (%) (gpm) (ft)

13.26 2.73 0.16 0.71 2.35 1.80 28246 35.9 331.1 77.4 28013 35.4 323.0

13.08 2.66 0.16 0.69 2.28 1.75 27857 38.3 340.0 79.2 27536 37.4 328.4

12.70 2.51 0.15 0.65 2.15 1.65 27061 39.5 334.9 80.5 27061 39.5 334.9

12.41 2.39 0.14 0.62 2.06 1.57 26448 41.9 345.1 81.1 26492 42.0 346.8

11.92 2.21 0.13 0.58 1.90 1.45 25394 43.9 355.3 79.3 25521 44.4 360.7

11.72 2.13 0.13 0.56 1.83 1.40 24960 45.8 357.8 80.6 25127 46.4 365.1

11.51 2.06 0.12 0.54 1.77 1.35 24518 46.9 369.3 78.7 24396 46.5 363.8

11.51 2.06 0.12 0.54 1.77 1.35 24518 47.4 370.6 79.2 24396 46.9 365.1

11.08 1.91 0.11 0.50 1.64 1.25 23610 50.2 380.8 78.6 23492 49.7 375.1

10.64 1.76 0.11 0.46 1.51 1.16 22665 52.3 387.1 77.4 22515 51.6 379.5 electric power into motor water level to baseplate = 205"

PUMP BOWL PERFORMANCE CURVE

SINGLE STAGE PERFORMANCE

FOR TWO STAGES MULTIPLY HEAD AND HORSEPOWER BY 2.0 AND EFFICIENCY BY 1.0

PERFORMANCE IS BASED ON PUMPING CLEAR, NON-AERATED WATER, WITH A SPECIFIC

GRAVITY OF 1.0, TEMPERATURE 85 DEG F OR LESS AND AT SEA LEVEL. PUMP

PERFORMANCE MAY BE AFFECTED BY HIGHER TEMPERATURES, SPECIFIC GRAVITY,

ALTITUDES AND SUMP CONDITIONS.

Project: Chain of Rocks Canal Pump Station

PROPELLER DIA: 31.7"

SPEED: 770 RPM

DISCHARGE DIA: 30"

TYPE: MIXED FLOW

MODEL NO: SEMC30

21000 22000 23000 24000 25000 26000 27000 28000 29000 30000

Water Flow (gpm)

T o ta l

D y n am ic H ea d ft

-20

-10

Design Point

S/N 12179

E ff ic ie n cy

M o to r O u tp u t

P o w er b h p

Pump Serial No 12179 design point 23200 47.0

Water pump speed 710 rpm max head 22543 48.7

Test pipe ID 29.5 inches min head 26030 38.4 pressure gauge height 138 inches motor full load current (FLA) 491 amps flow meter initial reading -1.0 inches

Static Annubar

Test frequency Pressure reading

Point (Hz) (psi) ("H20) (volts) (amps) (kWs)

1 65.1 9.8 81 459 516 332

2 65.0 11.0 78 460 527 340

3 65.0 11.8 76 458 533 340

4 65.1 13.0 74 458 536 342

5 65.1 13.6 72 458 542 349

6 65.0 14.5 68 460 546 352

7 65.1 15.4 64 459 560 365

8 65.0 16.7 62 459 576 367

9 65.0 17.3 59 459 576 375

10 65.0 18.3 56 460 583 379 pipe intake motor region disch elbow adjusted to 65 Hz pipe friction friction friction friction

Vel Hv Hf Hf Hf Hf Flow TDH BHP Eff Flow TDH BHP (ft/sec) (ft) (ft) (ft) (ft) (ft) (gpm) (ft) (%) (gpm) (ft)

14.05 3.07 0.18 0.80 2.64 2.02 29937 42.8 422.8 76.6 29891 42.7 420.8

13.79 2.95 0.18 0.77 2.54 1.94 29384 45.3 433.0 77.6 29384 45.3 433.0

13.62 2.88 0.17 0.75 2.48 1.89 29010 46.9 433.0 79.3 29010 46.9 433.0

13.44 2.80 0.17 0.73 2.41 1.85 28631 49.5 435.5 82.1 28587 49.3 433.5

13.26 2.73 0.16 0.71 2.35 1.80 28246 50.6 444.4 81.2 28203 50.5 442.4

12.89 2.58 0.15 0.67 2.22 1.70 27462 52.3 448.3 80.9 27462 52.3 448.3

12.51 2.43 0.15 0.63 2.09 1.60 26654 53.9 464.8 78.1 26613 53.8 462.7

12.32 2.36 0.14 0.61 2.03 1.55 26241 56.7 467.4 80.4 26241 56.7 467.4

12.02 2.24 0.13 0.59 1.93 1.48 25608 57.8 477.5 78.2 25608 57.8 477.5

11.72 2.13 0.13 0.56 1.83 1.40 24960 59.8 482.6 78.1 24960 59.8 482.6 electric power into motor water level to baseplate = 204"

PUMP BOWL PERFORMANCE CURVE

SINGLE STAGE PERFORMANCE

FOR TWO STAGES MULTIPLY HEAD AND HORSEPOWER BY 2.0 AND EFFICIENCY BY 1.0

PERFORMANCE IS BASED ON PUMPING CLEAR, NON-AERATED WATER, WITH A SPECIFIC

GRAVITY OF 1.0, TEMPERATURE 85 DEG F OR LESS AND AT SEA LEVEL. PUMP

PERFORMANCE MAY BE AFFECTED BY HIGHER TEMPERATURES, SPECIFIC GRAVITY,

ALTITUDES AND SUMP CONDITIONS.

Project: Chain of Rocks Canal Pump Station

PROPELLER DIA: 31.7"

SPEED: 710 RPM

DISCHARGE DIA: 30"

TYPE: MIXED FLOW

MODEL NO: SEMC30

21000 22000 23000 24000 25000 26000 27000 28000 29000

Water Flow (gpm)

T o ta l

D y n am ic H ea d ft

-20

-10

Rated Point

E ff ic ie n cy

M o to r O u tp u t

P o w er b h p

S/N 12180, HWL (406.5ft)

Test date 18-Apr-13

Pump Serial No 12180 design point 23200 47.0

Water pump speed 710 rpm max head 22543 48.7

Test pipe ID 29.5 inches min head 27000 39.0 pressure gauge height 122 inches motor full load current (FLA) 491 amps flow meter initial reading -1.0 inches

Static Annubar

Test frequency Pressure reading

Point (Hz) (psi) ("H20) (volts) (amps) (kWs)

1 60.2 8.3 71 460 427 258

2 60.1 9.2 67 459 436 264

3 60.1 10.0 65 459 440 272

4 60.2 10.9 62 459 451 278

5 60.3 11.3 61 459 451 278

6 60.1 12.4 59 459 456 281

7 60.1 13.5 55 459 465 289

8 60.2 14.3 52 459 474 294

9 60.1 15.0 50 459 480 300

10 60.1 15.9 48 459 486 304 pipe intake motor region disch elbow adjusted to 60 Hz pipe friction friction friction friction

Vel Hv Hf Hf Hf Hf Flow TDH BHP Eff Flow TDH BHP (ft/sec) (ft) (ft) (ft) (ft) (ft) (gpm) (ft) (%) (gpm) (ft)

13.17 2.69 0.16 0.70 2.32 1.77 28052 37.0 328.6 79.7 27959 36.7 325.3

12.80 2.54 0.15 0.66 2.19 1.67 27262 38.6 336.2 79.1 27217 38.5 334.5

12.61 2.47 0.15 0.64 2.12 1.62 26858 40.2 346.4 78.8 26813 40.1 344.7

12.32 2.36 0.14 0.61 2.03 1.55 26241 42.0 354.0 78.6 26153 41.7 350.5

12.22 2.32 0.14 0.61 1.99 1.53 26031 42.8 354.0 79.5 25902 42.4 348.8

12.02 2.24 0.13 0.59 1.93 1.48 25608 45.1 357.8 81.6 25566 45.0 356.1

11.61 2.09 0.13 0.55 1.80 1.38 24740 47.3 368.0 80.2 24699 47.1 366.2

11.30 1.98 0.12 0.52 1.70 1.30 24068 48.8 374.4 79.2 23988 48.5 370.7

11.08 1.91 0.11 0.50 1.64 1.25 23610 50.2 382.0 78.3 23570 50.0 380.1

10.86 1.83 0.11 0.48 1.58 1.21 23142 52.0 387.1 78.6 23103 51.9 385.2 electric power into motor water level to baseplate = 188"

PUMP BOWL PERFORMANCE CURVE

SINGLE STAGE PERFORMANCE

FOR TWO STAGES MULTIPLY HEAD AND HORSEPOWER BY 2.0 AND EFFICIENCY BY 1.0

PERFORMANCE IS BASED ON PUMPING CLEAR, NON-AERATED WATER, WITH A SPECIFIC

GRAVITY OF 1.0, TEMPERATURE 85 DEG F OR LESS AND AT SEA LEVEL. PUMP

PERFORMANCE MAY BE AFFECTED BY HIGHER TEMPERATURES, SPECIFIC GRAVITY,

ALTITUDES AND SUMP CONDITIONS.

Project: Chain of Rocks Canal Pump Station

PROPELLER DIA: 31.7"

SPEED: 770 RPM

DISCHARGE DIA: 30"

TYPE: MIXED FLOW

MODEL NO: SEMC30

21000 22000 23000 24000 25000 26000 27000 28000 29000 30000

Water Flow (gpm)

T o ta l

D y n am ic H ea d ft

-20

-10

Design Point

E ff ic ie n cy

M o to r O u tp u t

P o w er b h p

S/N 12180, HWL (406.5ft)

Pump Serial No 12180 design point 23200 47.0

Water pump speed 710 rpm max head 22543 48.7

Test pipe ID 29.5 inches min head 27000 39.0 pressure gauge height 122 inches motor full load current (FLA) 491 amps flow meter initial reading -1.0 inches

Static Annubar

Test frequency Pressure reading

Point (Hz) (psi) ("H20) (volts) (amps) (kWs)

1 65.1 11.4 79 460 518 334

2 65.1 12.1 78 460 523 336

3 65.1 12.9 74 460 533 339

4 65.1 14.2 69 460 540 348

5 65.0 15.0 66 460 556 360

6 65.0 17.8 60 460 570 366

7 65.0 18.8 57 460 586 380

8 65.1 19.5 53 460 596 380

9 65.0 15.7 66 460 570 365

10 65.1 17.0 62 460 576 367 pipe intake motor region disch elbow adjusted to 65 Hz pipe friction friction friction friction

Vel Hv Hf Hf Hf Hf Flow TDH BHP Eff Flow TDH BHP (ft/sec) (ft) (ft) (ft) (ft) (ft) (gpm) (ft) (%) (gpm) (ft)

13.88 2.99 0.18 0.78 2.57 1.97 29570 45.0 425.3 78.9 29524 44.8 423.4

13.79 2.95 0.18 0.77 2.54 1.94 29384 46.5 427.9 80.6 29339 46.3 425.9

13.44 2.80 0.17 0.73 2.41 1.85 28631 47.9 431.7 80.2 28587 47.7 429.7

12.98 2.62 0.16 0.68 2.25 1.72 27660 50.4 443.2 79.4 27617 50.2 441.1

12.70 2.51 0.15 0.65 2.15 1.65 27061 51.9 458.4 77.3 354.5 27061 51.9 458.4

12.12 2.28 0.14 0.60 1.96 1.50 25821 57.7 466.1 80.7 25821 57.7 466.1

11.82 2.17 0.13 0.57 1.87 1.43 25178 59.7 483.9 78.4 25178 59.7 483.9

11.40 2.02 0.12 0.53 1.74 1.33 24294 60.9 483.9 77.2 24257 60.7 481.7

12.70 2.51 0.15 0.65 2.15 1.65 27061 53.5 464.8 78.6 27061 53.5 464.8

12.32 2.36 0.14 0.61 2.03 1.55 26241 56.1 467.4 79.5 26200 55.9 465.2 electric power into motor water level to baseplate = 188"

PUMP BOWL PERFORMANCE CURVE

SINGLE STAGE PERFORMANCE

FOR TWO STAGES MULTIPLY HEAD AND HORSEPOWER BY 2.0 AND EFFICIENCY BY 1.0

PERFORMANCE IS BASED ON PUMPING CLEAR, NON-AERATED WATER, WITH A SPECIFIC

GRAVITY OF 1.0, TEMPERATURE 85 DEG F OR LESS AND AT SEA LEVEL. PUMP

PERFORMANCE MAY BE AFFECTED BY HIGHER TEMPERATURES, SPECIFIC GRAVITY,

ALTITUDES AND SUMP CONDITIONS.

Project: Chain of Rocks Canal Pump Station

PROPELLER DIA: 31.7"

SPEED: 710 RPM

DISCHARGE DIA: 30"

TYPE: MIXED FLOW

MODEL NO: SEMC30

21000 22000 23000 24000 25000 26000 27000 28000 29000

Water Flow (gpm)

T o ta l

D y n am ic H ea d ft

-20

-10

Design Point

E ff ic ie n cy

M o to r O u tp u t

P o w er b h p

S/N 12180, LWL (405ft)

Pump Serial No 12180 design point 23200 47.0

Water pump speed 710 rpm max head 22543 48.7

Test pipe ID 29.5 inches min head 27000 39.0 pressure gauge height 139 inches motor full load current (FLA) 491 amps flow meter initial reading -1.0 inches

Static Annubar

Test frequency Pressure reading

Point (Hz) (psi) ("H20) (volts) (amps) (kWs)

1 60.3 7.1 73 459 422 260

2 60.3 8.1 72 459 430 267

3 60.1 8.7 67 459 435 271

4 60.0 9.7 64 459 441 274

5 60.1 10.5 62 459 452 282

6 60.1 11.5 59 459 455 283

7 60.0 12.3 57 459 457 286

8 60.1 13.2 54 459 466 293

9 60.0 14.8 50 459 475 299

10 60.1 15.8 48 459 479 303 pipe intake motor region disch elbow adjusted to 60 Hz pipe friction friction friction friction

Vel Hv Hf Hf Hf Hf Flow TDH BHP Eff Flow TDH BHP (ft/sec) (ft) (ft) (ft) (ft) (ft) (gpm) (ft) (%) (gpm) (ft)

13.35 2.77 0.17 0.72 2.38 1.82 28439 35.8 331.1 77.7 28298 35.5 326.2

13.26 2.73 0.16 0.71 2.35 1.80 28246 38.0 340.0 79.8 28106 37.6 335.0

12.80 2.54 0.15 0.66 2.19 1.67 27262 38.9 345.1 77.5 267.6 27217 38.7 343.4

12.51 2.43 0.15 0.63 2.09 1.60 26654 40.9 348.9 78.8 26654 40.9 348.9

12.32 2.36 0.14 0.61 2.03 1.55 26241 42.5 359.1 78.4 26197 42.4 357.3

12.02 2.24 0.13 0.59 1.93 1.48 25608 44.5 360.4 79.8 25566 44.3 358.6

11.82 2.17 0.13 0.57 1.87 1.43 25178 46.1 364.2 80.5 25178 46.1 364.2

11.51 2.06 0.12 0.54 1.77 1.35 24518 47.9 373.1 79.4 24518 47.9 373.1

11.08 1.91 0.11 0.50 1.64 1.25 23610 51.1 380.8 80.1 23570 51.0 378.9

10.86 1.83 0.11 0.48 1.58 1.21 23142 53.2 385.9 80.6 23103 53.1 383.9 electric power into motor water level to baseplate = 205"

PUMP BOWL PERFORMANCE CURVE

SINGLE STAGE PERFORMANCE

FOR TWO STAGES MULTIPLY HEAD AND HORSEPOWER BY 2.0 AND EFFICIENCY BY 1.0

PERFORMANCE IS BASED ON PUMPING CLEAR, NON-AERATED WATER, WITH A SPECIFIC

GRAVITY OF 1.0, TEMPERATURE 85 DEG F OR LESS AND AT SEA LEVEL. PUMP

PERFORMANCE MAY BE AFFECTED BY HIGHER TEMPERATURES, SPECIFIC GRAVITY,

ALTITUDES AND SUMP CONDITIONS.

Project: Chain of Rocks Canal Pump Station

PROPELLER DIA: 31.7"

SPEED: 770 RPM

DISCHARGE DIA: 30"

TYPE: MIXED FLOW

MODEL NO: SEMC30

21000 22000 23000 24000 25000 26000 27000 28000 29000 30000

Water Flow (gpm)

T o ta l

D y n am ic H ea d ft

-20

-10

Design Point

E ff ic ie n cy

M o to r O u tp u t

P o w er b h p

S/N 12180, LWL (405ft)

Pump Serial No 12180 design point 23200 47.0

Water pump speed 710 rpm max head 22543 48.7

Test pipe ID 29.5 inches min head 27000 39.0 pressure gauge height 139 inches motor full load current (FLA) 491 amps flow meter initial reading -1.0 inches

Static Annubar

Test frequency Pressure reading

Point (Hz) (psi) ("H20) (volts) (amps) (kWs)

1 64.9 9.6 81 459 504 328

2 65.0 10.9 79 459 520 339

3 64.9 11.6 77 458 520 338

4 65.0 12.6 70 458 522 343

5 65.0 13.4 68 458 531 351

6 64.9 14.5 69 458 542 355

7 64.9 15.6 65 458 549 361

8 64.9 16.1 63 458 560 366

9 65.0 17.1 58 458 567 371

10 64.9 17.9 57 458 577 377 pipe intake motor region disch elbow adjusted to 65 Hz pipe friction friction friction friction

Vel Hv Hf Hf Hf Hf Flow TDH BHP Eff Flow TDH BHP (ft/sec) (ft) (ft) (ft) (ft) (ft) (gpm) (ft) (%) (gpm) (ft)

14.05 3.07 0.18 0.80 2.64 2.02 29937 42.4 417.7 76.8 29983 42.6 419.6

13.88 2.99 0.18 0.78 2.57 1.97 29570 45.2 431.7 78.2 29570 45.2 431.7

13.71 2.92 0.18 0.76 2.51 1.92 29198 46.6 430.4 79.9 29243 46.8 432.4

13.08 2.66 0.16 0.69 2.28 1.75 27857 48.2 436.8 77.6 27857 48.2 436.8

12.89 2.58 0.15 0.67 2.22 1.70 27462 49.8 447.0 77.3 27462 49.8 447.0

12.98 2.62 0.16 0.68 2.25 1.72 27660 52.5 452.1 81.1 27703 52.6 454.2

12.61 2.47 0.15 0.64 2.12 1.62 26858 54.6 459.7 80.5 26899 54.7 461.8

12.41 2.39 0.14 0.62 2.06 1.57 26448 55.5 466.1 79.6 26489 55.7 468.2

11.92 2.21 0.13 0.58 1.90 1.45 25394 57.3 472.5 77.8 25394 57.3 472.5

11.82 2.17 0.13 0.57 1.87 1.43 25178 59.0 480.1 78.2 25217 59.2 482.3 electric power into motor water level to baseplate = 205"

PUMP BOWL PERFORMANCE CURVE

SINGLE STAGE PERFORMANCE

FOR TWO STAGES MULTIPLY HEAD AND HORSEPOWER BY 2.0 AND EFFICIENCY BY 1.0

PERFORMANCE IS BASED ON PUMPING CLEAR, NON-AERATED WATER, WITH A SPECIFIC

GRAVITY OF 1.0, TEMPERATURE 85 DEG F OR LESS AND AT SEA LEVEL. PUMP

PERFORMANCE MAY BE AFFECTED BY HIGHER TEMPERATURES, SPECIFIC GRAVITY,

ALTITUDES AND SUMP CONDITIONS.

Project: Chain of Rocks Canal Pump Station

PROPELLER DIA: 31.7"

SPEED: 710 RPM

DISCHARGE DIA: 30"

TYPE: MIXED FLOW

MODEL NO: SEMC30

21000 22000 23000 24000 25000 26000 27000 28000 29000

Water Flow (gpm)

T o ta l

D y n am ic H ea d ft

-20

-10

Rated Point

E ff ic ie n cy

M o to r O u tp u t

P o w er b h p

S/N 12181, HWL (406.5ft)

Pump Serial No 12181 design point 23200 47.0

Water pump speed 710 rpm max head 22543 48.7

Test pipe ID 29.5 inches min head 27000 39.0 pressure gauge height 121 inches motor full load current (FLA) 491 amps flow meter initial reading -1.0 inches

Static Annubar

Test frequency Pressure reading

Point (Hz) (psi) ("H20) (volts) (amps) (kWs)

1 60.1 8.2 70 462 435 269

2 60.0 9.2 69 462 442 275

3 60.0 9.9 68 462 444 279

4 60.0 10.8 65 462 453 287

5 60.0 11.8 64 462 459 290

6 60.0 12.4 62 462 464 293

7 60.0 13.4 60 461 471 300

8 60.0 14.8 57 461 478 305

9 60.0 15.7 55 461 487 312

10 60.0 14.0 58 461 478 303 pipe intake motor region disch elbow adjusted to 60 Hz pipe friction friction friction friction

Vel Hv Hf Hf Hf Hf Flow TDH BHP Eff Flow TDH BHP (ft/sec) (ft) (ft) (ft) (ft) (ft) (gpm) (ft) (%) (gpm) (ft)

13.08 2.66 0.16 0.69 2.28 1.75 27857 36.5 342.6 75.0 27811 36.4 340.9

12.98 2.62 0.16 0.68 2.25 1.72 27660 38.7 350.2 77.3 27660 38.7 350.2

12.89 2.58 0.15 0.67 2.22 1.70 27462 40.2 355.3 78.6 27462 40.2 355.3

12.61 2.47 0.15 0.64 2.12 1.62 26858 42.0 365.5 77.9 26858 42.0 365.5

12.51 2.43 0.15 0.63 2.09 1.60 26654 44.2 369.3 80.6 26654 44.2 369.3

12.32 2.36 0.14 0.61 2.03 1.55 26241 45.4 373.1 80.6 26241 45.4 373.1

12.12 2.28 0.14 0.60 1.96 1.50 25821 47.5 382.0 81.0 25821 47.5 382.0

11.82 2.17 0.13 0.57 1.87 1.43 25178 50.4 388.4 82.5 25178 50.4 388.4

11.61 2.09 0.13 0.55 1.80 1.38 24740 52.2 397.3 82.2 24740 52.2 397.3

11.92 2.21 0.13 0.58 1.90 1.45 25394 48.6 385.9 80.8 25394 48.6 385.9 electric power into motor water level to baseplate = 187"

PUMP BOWL PERFORMANCE CURVE

SINGLE STAGE PERFORMANCE

FOR TWO STAGES MULTIPLY HEAD AND HORSEPOWER BY 2.0 AND EFFICIENCY BY 1.0

PERFORMANCE IS BASED ON PUMPING CLEAR, NON-AERATED WATER, WITH A SPECIFIC

GRAVITY OF 1.0, TEMPERATURE 85 DEG F OR LESS AND AT SEA LEVEL. PUMP

PERFORMANCE MAY BE AFFECTED BY HIGHER TEMPERATURES, SPECIFIC GRAVITY,

ALTITUDES AND SUMP CONDITIONS.

Project: Chain of Rocks Canal Pump Station

PROPELLER DIA: 31.7"

SPEED: 770 RPM

DISCHARGE DIA: 30"

TYPE: MIXED FLOW

MODEL NO: SEMC30

21000 22000 23000 24000 25000 26000 27000 28000 29000 30000

Water Flow (gpm)

T o ta l

D y n am ic H ea d ft

-20

-10

Design Point

E ff ic ie n cy

M o to r O u tp u t

P o w er b h p

S/N 12181, HWL (406.5ft)

Pump Serial No 12181 design point 23200 47.0

Water pump speed 710 rpm max head 22543 48.7

Test pipe ID 29.5 inches min head 27000 39.0 pressure gauge height 121 inches motor full load current (FLA) 491 amps flow meter initial reading -1.0 inches

Static Annubar

Test frequency Pressure reading

Point (Hz) (psi) ("H20) (volts) (amps) (kWs)

1 65.0 10.9 81 460 531 348

2 65.0 11.3 79 460 536 352

3 65.0 12.2 77 460 543 355

4 64.9 13.0 74 460 552 361

5 65.0 13.8 73 460 560 369

6 65.0 15.8 69 460 575 381

7 65.0 16.8 67 460 586 385

8 65.0 17.4 64 460 593 390

9 65.0 18.4 61 460 602 397

10 65.0 19.5 58 460 608 402 pipe intake motor region disch elbow adjusted to 65 Hz pipe friction friction friction friction

Vel Hv Hf Hf Hf Hf Flow TDH BHP Eff Flow TDH BHP (ft/sec) (ft) (ft) (ft) (ft) (ft) (gpm) (ft) (%) (gpm) (ft)

14.05 3.07 0.18 0.80 2.64 2.02 29937 43.9 443.2 74.9 29937 43.9 443.2

13.88 2.99 0.18 0.78 2.57 1.97 29570 44.6 448.3 74.4 29570 44.6 448.3

13.71 2.92 0.18 0.76 2.51 1.92 29198 46.5 452.1 75.9 29198 46.5 452.1

13.44 2.80 0.17 0.73 2.41 1.85 28631 48.0 459.7 75.5 28675 48.2 461.8

13.35 2.77 0.17 0.72 2.38 1.82 28439 49.8 469.9 76.1 28439 49.8 469.9

12.98 2.62 0.16 0.68 2.25 1.72 27660 54.0 485.2 77.7 27660 54.0 485.2

12.80 2.54 0.15 0.66 2.19 1.67 27262 56.1 490.3 78.7 27262 56.1 490.3

12.51 2.43 0.15 0.63 2.09 1.60 26654 57.1 496.6 77.4 26654 57.1 496.6

12.22 2.32 0.14 0.61 1.99 1.53 26031 59.1 505.6 76.9 26031 59.1 505.6

11.92 2.21 0.13 0.58 1.90 1.45 25394 61.3 511.9 76.8 25394 61.3 511.9 electric power into motor water level to baseplate = 187"

PUMP BOWL PERFORMANCE CURVE

SINGLE STAGE PERFORMANCE

FOR TWO STAGES MULTIPLY HEAD AND HORSEPOWER BY 2.0 AND EFFICIENCY BY 1.0

PERFORMANCE IS BASED ON PUMPING CLEAR, NON-AERATED WATER, WITH A SPECIFIC

GRAVITY OF 1.0, TEMPERATURE 85 DEG F OR LESS AND AT SEA LEVEL. PUMP

PERFORMANCE MAY BE AFFECTED BY HIGHER TEMPERATURES, SPECIFIC GRAVITY,

ALTITUDES AND SUMP CONDITIONS.

Project: Chain of Rocks Canal Pump Station

PROPELLER DIA: 31.7"

SPEED: 710 RPM

DISCHARGE DIA: 30"

TYPE: MIXED FLOW

MODEL NO: SEMC30

21000 22000 23000 24000 25000 26000 27000 28000 29000

Water Flow (gpm)

T o ta l

D y n am ic H ea d ft

-20

-10

Design Point

E ff ic ie n cy

M o to r O u tp u t

P o w er b h p

S/N 12181, LWL (405ft)

Pump Serial No 12181 design point 23200 47.0

Water pump speed 710 rpm max head 22543 48.7

Test pipe ID 29.5 inches min head 27000 39.0 pressure gauge height 139 inches motor full load current (FLA) 491 amps flow meter initial reading -1.0 inches

Static Annubar

Test frequency Pressure reading

Point (Hz) (psi) ("H20) (volts) (amps) (kWs)

1 60.0 7.2 72 460 440 270

2 60.1 8.0 71 460 451 274

3 60.0 9.0 69 460 457 283

4 60.0 9.9 65 460 466 290

5 60.0 10.6 64 460 467 291

6 60.1 11.5 62 460 479 299

7 60.1 12.4 60 460 483 303

8 60.1 13.2 58 459 486 307

9 60.0 14.1 56 459 496 312

10 60.0 15.7 53 459 504 319 pipe intake motor region disch elbow adjusted to 60 Hz pipe friction friction friction friction

Vel Hv Hf Hf Hf Hf Flow TDH BHP Eff Flow TDH BHP (ft/sec) (ft) (ft) (ft) (ft) (ft) (gpm) (ft) (%) (gpm) (ft)

13.26 2.73 0.16 0.71 2.35 1.80 28246 35.9 343.8 74.6 28246 35.9 343.8

13.17 2.69 0.16 0.70 2.32 1.77 28052 37.7 348.9 76.5 28006 37.6 347.2

12.98 2.62 0.16 0.68 2.25 1.72 27660 39.8 360.4 77.1 27660 39.8 360.4

12.61 2.47 0.15 0.64 2.12 1.62 26858 41.4 369.3 76.1 26858 41.4 369.3

12.51 2.43 0.15 0.63 2.09 1.60 26654 42.9 370.6 78.0 26654 42.9 370.6

12.32 2.36 0.14 0.61 2.03 1.55 26241 44.8 380.8 78.0 26197 44.7 378.9

12.12 2.28 0.14 0.60 1.96 1.50 25821 46.7 385.9 78.9 25778 46.5 383.9

11.92 2.21 0.13 0.58 1.90 1.45 25394 48.3 391.0 79.2 25394 48.3 391.0

11.72 2.13 0.13 0.56 1.83 1.40 24960 50.2 397.3 79.6 24960 50.2 397.3

11.40 2.02 0.12 0.53 1.74 1.33 24294 53.5 406.2 80.8 24254 53.4 404.2 electric power into motor water level to baseplate = 205"

PUMP BOWL PERFORMANCE CURVE

SINGLE STAGE PERFORMANCE

FOR TWO STAGES MULTIPLY HEAD AND HORSEPOWER BY 2.0 AND EFFICIENCY BY 1.0

PERFORMANCE IS BASED ON PUMPING CLEAR, NON-AERATED WATER, WITH A SPECIFIC

GRAVITY OF 1.0, TEMPERATURE 85 DEG F OR LESS AND AT SEA LEVEL. PUMP

PERFORMANCE MAY BE AFFECTED BY HIGHER TEMPERATURES, SPECIFIC GRAVITY,

ALTITUDES AND SUMP CONDITIONS.

Project: Chain of Rocks Canal Pump Station

PROPELLER DIA: 31.7"

SPEED: 770 RPM

DISCHARGE DIA: 30"

TYPE: MIXED FLOW

MODEL NO: SEMC30

21000 22000 23000 24000 25000 26000 27000 28000 29000 30000

Water Flow (gpm)

T o ta l

D y n am ic H ea d ft

-20

-10

Design Point

E ff ic ie n cy

M o to r O u tp u t

P o w er b h p

S/N 12181, LWL (405ft)

Pump Serial No 12181 design point 23200 47.0

Water pump speed 710 rpm max head 22543 48.7

Test pipe ID 29.5 inches min head 27000 39.0 pressure gauge height 139 inches motor full load current (FLA) 491 amps flow meter initial reading -1.0 inches

Static Annubar

Test frequency Pressure reading

Point (Hz) (psi) ("H20) (volts) (amps) (kWs)

1 65.0 9.7 82 459 543 354

2 64.9 10.6 79 459 552 359

3 65.0 11.4 78 459 560 363

4 65.0 12.3 75 459 568 368

5 65.0 13.8 72 459 584 380

6 65.0 14.4 69 458 592 387

7 65.0 15.3 66 459 599 389

8 65.0 16.5 63 458 605 396

9 65.0 17.1 61 458 613 399

10 65.0 17.9 59 458 619 401 pipe intake motor region disch elbow adjusted to 65 Hz pipe friction friction friction friction

Vel Hv Hf Hf Hf Hf Flow TDH BHP Eff Flow TDH BHP (ft/sec) (ft) (ft) (ft) (ft) (ft) (gpm) (ft) (%) (gpm) (ft)

14.14 3.10 0.19 0.81 2.67 2.04 30119 42.8 450.8 72.2 30119 42.8 450.8

13.88 2.99 0.18 0.78 2.57 1.97 29570 44.5 457.2 72.7 29615 44.7 459.3

13.79 2.95 0.18 0.77 2.54 1.94 29384 46.3 462.3 74.3 29384 46.3 462.3

13.53 2.84 0.17 0.74 2.44 1.87 28821 48.0 468.6 74.6 28821 48.0 468.6

13.26 2.73 0.16 0.71 2.35 1.80 28246 51.2 483.9 75.4 28246 51.2 483.9

12.98 2.62 0.16 0.68 2.25 1.72 27660 52.2 492.8 74.0 27660 52.2 492.8

12.70 2.51 0.15 0.65 2.15 1.65 27061 54.0 495.4 74.5 27061 54.0 495.4

12.41 2.39 0.14 0.62 2.06 1.57 26448 56.4 504.3 74.7 26448 56.4 504.3

12.22 2.32 0.14 0.61 1.99 1.53 26031 57.6 508.1 74.5 26031 57.6 508.1

12.02 2.24 0.13 0.59 1.93 1.48 25608 59.2 510.7 75.0 25608 59.2 510.7 electric power into motor water level to baseplate = 205"

MWI Corporation 2.1.1-S

SECTION 2 – STORAGE

2.1 Storage of Pumps

Pumps Stored Less Than One Month

Normally there is no need to do anything if the pump will be stored less than one month. If the equipment will be subject to high humidity or airborne gases that may be corrosive then consult your lubrication specialist to determine the proper preservatives to apply.

Pumps Stored More Than One Month

Pumps stored for a period greater than one month must be stored properly to preserve and protect all parts of the pump. The following procedure should be used to store the pump.

Procedures for properly storing the motors, engines, gear drives, drive shafts, etc. should be obtained from the respective manufacturer’s manuals.

1. The storage area must be level and not subject to flooding.

2. All unpainted machined surfaces and exposed areas of the shaft should be coated with a rust preventative.

3. The pump should be inspected periodically to see if additional rust preventive is required.

4. Manually spin the propeller about 12 turns.

Do not use your bare hand, it could become caught in the blades. Use a wooden object to turn the propeller

NOTE:

In order to avoid possible warranty storage issues, MWI recommends installing and commissioning submersible electric pumps within (6) months of delivery.

If stored for longer than six months MWI recommends that a log be kept to keep track of the storage procedure intervals.

The pump should be stored in the position that it was shipped. When raising a pump from the horizontal to vertical position lift along the plane of the lifting loop to avoid bending it.

NOTE:

Stainless steel components do not require painting or rust preventatives.

MWI Corporation 3.1.1-S

SECTION 3 – INSTALLATION

3.1 Pump Installation

1. Clean sump of all debris

2. With a sufficient lifting device, lower the discharge columns into the sump until the adjustable stand rests on the sump floor.

3. If the pump uses a base plate, lower until the base plate rests on the concrete surface

4. For pumps with a base plate, shim base plate to align flange on discharge elbow. Once the flange is bolted, fill the resulting gap below the base plate with a non-shrink grout and install the anchor bolts.

5. For pumps that utilize stands, Adjust stand to proper fit, then secure the discharge column to the discharge pipe spool in the sump wall. Complete the discharge piping assembly by connecting any additional valves or flap gates to the discharge pipe. Check specified clearances from the sump back and side walls, intake clearance, and spacing between pumps where applicable.

6. If power is available, correct pump rotation should be established by running the pump dry. This task must be performed by a certified electrician.

With the pump resting on a secure flat surface, “bump” the motor by engaging and instantly disengaging the starter.

When viewing from above, verify clockwise pump rotation. Using a Phase Rotational Meter, clockwise rotation across motor leads T1, T2 and T3 will also confirm proper pump rotation.

7. The wires should be marked and coded for the correct rotation.

8. Thoroughly clean the seal located on the intake bell.

9. Clean the sealing surface at the bottom of the discharge can using a brush attached to a pole of sufficient length.

10. Lower the water pump into the discharge can utilizing the guide rails welded into the discharge can to align with the notches in the upper venturi of the water pump.

11. Raise the water pump using the lifting loop. When lifting the pump from a horizontal to a vertical position, take care not to drag or slide the bowl assembly

12. If conduit is used in your application, partially lower pump into can, feed the conduit over the electric cables and secure the conduit to the water pump. If more than one section of conduit is used, couple the sections together as the assembly is lowered into the discharge can.

13. Continue to lower the water pump inside the discharge can and ensure that one side of the water pump does not drag unevenly along the inside of the discharge can.

14. After the water pump “bottoms out”, raise and lower the water pumps several times to be sure that the water pump is resting on the seal and any loose debris is dislodged.

15. If the lifting cable is used as a messenger cable then the electrical cables must be secured to the lifting cable using wire tie wraps at 3 foot intervals. After installation the lifting cable must be pulled tight and secured to the upper eye bolt in the discharge

MWI Corporation 3.1.1-S can. The eye bolt is installed after the pump is lowered into the discharge can.

16. Attach the lifting cable (if supplied) to the side of the discharge can. The cable should be firmly secured and taut to prevent the cable from “whipping around” during the pumping cycle.

17. Attach discharge tube lid with hardware and gaskets.

18. For cables and conduit, install conduit grommet seal.

19. If required, install the balance of the carrier pipe to the junction box in a non wetted area.

Refer to the Electric Motor Data Specifications table for specific lead identification.

1. Leads with a “T” prefix are motor power leads.

2. Leads with a “W” prefix are moisture detection leads.

3. Leads with a “P” prefix are stator or bearing winding thermostat sensor leads.

4. Make sure that all ground cables (bond wires) are grounded properly.

Additional Notes:

1. The electrical installation shall be done by a certified electrician.

2. Pumps are pre-lubricated at the factory and do not require additional lubrication at start up.

3. Wiring diagram included at the end of O&M manual.

3.2 Adjustments

1. There are no mechanical adjustments required for the installation.

CAUTION:

If the motor leads are connected incorrectly:

a. The motor could be damaged.

b. The motor will rotate in reverse direction causing the pump to rise in the can. Phase rotation must be counter-clockwise across T1, T2 and T3 for proper rotation

c. This can damage the installation and/or cause injury to the crew.

MWI Corporation 4.1.1-S

SECTION 4 – OPERATION

Section 5.1 of this manual states that a record be kept of periodic inspections and maintenance on each pump. Proper maintenance procedures are the best insurance against costly breakdowns. If the pump is not required to run for several months then the pump should be exercised every two months. The following check list should be performed before starting the pump for the first time or after removal from storage.

4.1 Pretest/Prestart Check List

1. Be sure the motor is prevented from starting by locking the electric power off line.

2. Check the water level in the sump for the required submergence. Be sure sump is clear of foreign objects that could obstruct the flow to the pump or could be pulled into the suction bell of the pump. For the minimum water level see the general arrangement drawing in section 7 (see table of contents for applicable drawing number).

3. Check the motor wiring connections and lubricant levels. Confirm that the voltage, phase and frequency of the line circuit matches with the rating requirements of the motor. Refer to additional Installation, Operation and Maintenance Instructions in section 8 as applicable.

4. Proceed to the Operation Instruction “Pump Start” in section 4.2.

NOTE:

For unmanned pump operation, a low water level shutdown system must be utilized.

MWI Corporation 4.2.1-S

4.2 Pump Start

1. Refer to Safety Precautions in section 1.2.

2. For unmanned pump operation, a low water level shutdown system should be utilized to avoid any damage to the pump due to insufficient pump submergence.

3. Perform the prestart tasks listed in section 4.1.

4. Review the Motor and Starter Operation Instructions.

5. On initial start up only, bump the motor by engaging and instantly disengaging the starter while observing for smooth operation, proper alignment and direction of rotation.

Pump should rotate clockwise when viewing from above.

6. Energize the motor and allow the pump to operate at design speed. Frequently check for smooth operation of the pump/motor assembly during initial operation.

7. Check and record the voltage and amperage per phase, and kilowatts if a meter is available.

8. Check that recorded data does not exceed name plate rating.

CAUTION:

If repeated starts are made, allow sufficient time between starts for the motor to cool down. Pump motors generally allow only 2 starts per hour. Refer to the motor operation and maintenance instructions 8.

WARNING:

Running the pump in the reverse rotation may cause the pump to rise in the discharge can, resulting in possible damage to the pump and the pump station. Make sure to verify proper rotation as described in step 5 prior to pump usage.

MWI Corporation 4.3.1-S

4.3 Pump Shut Down

1. Follow the Motor and Starter Operation Instructions and de-energize the motor.

2. As the pump/motor assembly comes to a stop, water will begin to backflow through the pump. If the motor is not equipped with a non-reverse device the pump/motor will spin backwards until the water has drained out of it.

3. For the protection of the motor during freezing weather see the motor instruction manual.

NOTE:

The pump must not be started while spinning backwards.

MWI Corporation 5.1.1-S

SECTION 5 – MAINTENANCE

5.1 Introduction

Operating conditions vary so widely that to recommend one schedule of preventive maintenance for all pumps is not possible. Yet, some sort of regular inspection should be followed on any mechanical equipment.

A direct drive submersible electric pump does not require any periodic maintenance since the bearings are grease packed for the life of the bearing and the shaft seals are lubricated by oil.

The oil is monitored by a relay supplied with the pump. A major inspection may be required should this relay trip and activate an alarm. This relay monitors leakage into the motor housing and junction box in addition to the oil.

By making regular and thorough inspections and following up with the appropriate repair or maintenance, the original design flow conditions of the pump can be maintained. If the needed service is carried out by a factory authorized facility, recertification of the pump's operating characteristics can be provided (consult the factory for details).

One of the best rules to follow in the proper maintenance of axial and mixed flow pumps is to keep a record of the actual operating hours.

Then, after a predetermined period of operation, the pump should be given a thorough inspection.

The length of operating time can be determined from experience. New equipment should be examined after a relatively short period of operation. Subsequent periods can be lengthened somewhat until a maximum period of operation is reached. This should then be considered the operating schedule between inspections.

Following is a chart showing our recommended maintenance inspection intervals.

Component Frequency Inspection and Maintenance Routine

Pump Every 6 months. Perform minor inspection.

Refer to section 5.4.

Pump When a moisture alarm occurs.

Reset and perform minor inspection.

Refer to section 5.4.

Pump

When a temperature alarm occurs.

Reset and perform minor inspection.

Refer to section 5.4.

Pump When a moisture alarm cannot be reset.

Perform major inspection.

Refer to section 5.4.

Pump Repeated temperature alarms.

Perform major inspection.

Refer to section 5.4.

MWI Corporation 5.2.1-S

5.2 Recommended Spare Parts

(For part numbers see Assembly Drawing, which can be found in section 7.2.

See table of contents for applicable drawing number)

The following is an overall spare parts list recommendation

Description MWI Part # QTY Item #

Bearing Nut BB25374 1 44

Bearing Washer BB24574 1 45

Bearing, Roller J27500 1 3

Bearing, Thrust J44500 2 21

Bearing, Thrust J11011 1 22

Mechanical Seal E14871 1 33

Oil Seal E24999 1 46

Oring E06120 1 19

Oring E06629 1 25

Oring E06480 1 48

Oring E06500 1 8

Oring E06839 1 36

Oring E07800 92 11/16 47

Oring E07835 136 1/2" 5

Wave Spring E22615 1 4

Cable Seal L70250 1 10

Power Cable L20280 27 Ft 11

Control Cable L20191 27Ft 12

Wear Ring AC11064A01 1 42

Item Numbers are shown on cross section drawing 11064 CX

No spare parts are included in this order

MWI Corporation 5.3.1-S

5.3 Lubrication Instructions

Refer to section 1.6 for the lubrication points applicable to your pump.

Point Equipment Lubricant Amount Special Instructions

A Bearing Box Rando 68 Fill to top

B Planetary Gear 90 weight gear oil Fill to 50%

Note:

The pump is delivered greased for the life of the pump.

MWI Corporation 5.4.1-S

5.4 Inspection Visual

Inspection – Minor

A visual inspection of the pump should be done periodically. By maintaining a scheduled visual inspection major damage can be avoided.

1. Check the pump vibration. Excessive vibration denotes trouble and should be investigated immediately. Refer to the troubleshooting guide in section 6.1.

2. Listen for abnormal sounds.

3. If the amperage to the pump can be safely measured, record the amperage.

Inspection – Major

The major inspection of the pump shall be performed at the factory or by a facility authorized to do so. For critical applications, the user may want to periodically remove the pump to check for corrosion or other damage. Frequency of pump removal will be dependant on water / sump conditions and the possible impact of a sudden shutdown alarm or other malfunction. This will vary from pump station to pump station.

In less critical applications the first inspection can be delayed until the pump exhibits characteristics different from the established norm; such as excessive vibration, noise, increase in current, reduced flow rate or an alarm light is activated. Periodically recording the currents and voltages in the maintenance log can assist in determining when an inspection is required.

If the pump inspection reveals wear or damage, it is suggested that the…