Panwater Pcf Series Cooling Tower.pdf

Designed To Meet Individual Needs

PCF SERIES... COOLING TOWERS • Induced Draft Counter Flow • Multiple Cells Configuration • Small To Large Capacities • Compact Square Shape • Small Installation Plot Area • Light Weight Construction • High Thermal Efficiency • Low Power Consumption • Drift Eliminator Inside • Low Water Consumption • Internal Distribution System • Economical Piping Connections • Robust Constructions • Long Life Span

CONTENTS Introduction ............................................................ 2 Multiple Cells System............................................... 3 Heavy Duty Contruction / Water Distribution System 4 Fill Media / Cold Water Basin .................................. 5 Mechanical Equipment / Air Inlet Louvers / Drift Eliminators................................................... 6 Access Ladder / Access Door / Civil Foundation ........ 7 4 Cells Cooling Tower With FRP Basin ....................... 8 4 Cells Cooling Tower With Concrete Basin ................ 9 Design Concepts & Features ................................... 10 PCF 50 - 100 Series Standard Tower ...................... 11 PCF 125 - 225 Series Standard Tower ............. 12 - 15 PCF 250 - 500 Series Standard Tower ............. 16 - 19 PCF 600 - 1000 Series Standard Tower ........... 19 - 23 PCF 1200 - 2000 Series Standard Tower ......... 24 - 27 2

Introduction Cooling towers designed and manufactured in the past had been concentrated in making the cooling tower economical in production cost to meet the competitive market environment. The cooling towers were either the prototype with a few smaller models combined together to make up for the larger capacities; or single large unit of simple construction just merely serving the purpose of cooling water without considering other basic requirement of the end users. As a result, many problems were left to the end user to solve on their own. And the objective of making cooling tower economical has never been achieved in actual operation if other factors such as initial overall civil and electrical construction cost, subsequent operational cost, maintenance cost, spare parts replacement cost, down time cost and tower life span were to put together as overall consideration. As capital equipment, inefficient cooling towers cannot be simply discarded away in most cases but to tolerate with whatsoever shortcomings. With more users nowadays progressively gaining awareness on the importance of the cooling tower, PANWATER has developed the modern PCF Series cooling towers based on the user’s needs couple with the vast experience from more than a decade of making cooling tower using computerized thermal designing program. As a result, a completely new breed of cooling towers had been developed, tested and proven to meet every individual’s most demanding needs.

Multiple Cells System Each model of the PCF Series cooling tower has been intentionally designed with multiple cells installation flexibility to meet many cooling tower system overall design nowadays, so that the cooling tower can be synchronized with the operation of the multiple units of chillers, heat exchangers and water pumps for ease of operation control and energy conservation. For this very important reason, it has been designed into multiple cells system to provide flexibility to handle partial load for operation with varying capacities at different stages, and for different changing ambient condition within a day and different season within a year to achieve highest efficiency. As a result, PCF Series multiple cells design also simplified the overall system piping works, civil foundation works and complicated control system. All these associated cost in the overall cooling water system that provide efficient operation are normally not reflected from the cooling tower cost alone.

Whereas in many conventional cooling towers, a single unit of cooling tower were being used to handle the overall thermal capacity but lacks the flexibility to take advantage of lower ambient wet bulb temperature when it is lower than the design to operate at partial load for energy conservation. And in most cases, maintenance of the larger and crucial components becomes very difficult. Any minor failure usually leads to complete shut down of the entire cooling system. Although multiple cells cooling towers have emerged in the market recently, but such cooling towers were made for the purpose of reducing the production cost with very few model. When larger unit is required, the tower size normally become unnecessarily impractical due to too many small cells. Such solution usually involved larger overall plot area, complicated piping system, high initial civil cost, complicated control system and still lacks the flexibility in operation.

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Heavy Duty Construction The external cooling tower casing, which provide the enclosure and supporting all the various components are made from the high strength, very durable and light weight FRP materials. FRP materials offer flexibility to fabricate aerodynamic profile such as the fan housing and panels with high precision and yet offer very lightweight for ease of handling and ease of assembly. FRP construction is highly desirable also due to its superior resistance to weathering and corrosion since cooling towers are to be located out door and are directly subject to severe weathering and in constant contact with water. In order to provide mechanical rigidity to the tower body, fabricated heavy gauge steel sections with hot-dip galvanized to BS 729 is used In the PCF Series cooling towers to provide the mechanical necessary for the framework to support the mechanical equipment and the entire tower body for rigidity and durability as well as to ensure long lasting life span.

Water Distribution System Since the performance of the cooling tower is very much dependent on the effectiveness of the hot water distribution system, complete internal piping system is provided within the cooling tower. A single inlet connection flange is provided for each cell of the cooling tower is located at the sidewall casing panel for direct connection with the overall cooling water system piping. Therefore, complicated and costly external piping

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system and valves to achieve efficient water distribution and control is not required. This feature is particularly necessary to avoid constant monitoring of water distribution to the cooling tower by external piping system in order to achieve the intended performance efficiency. Hot circulation water return to the cooling tower via the main inlet header to each cell is redistributed through a series of smaller diameter lateral pipes and discharge onto the high efficiency PVC fill media below through the Polypropylene downwards spray nozzles. Since there is no rotating component in the distribution system, mechanical failure is eliminated. The spray nozzles are screwed-connected onto the lateral pipes with threaded connections and provided with sufficiently large openings to allow foreign solids to discharge through the nozzles without plugging. Should it become necessary, the nozzles can be easily removed from the lateral pipes to discharge larger debris trapped in the piping system. The overall distribution system operates from the residual system pressure and do not requires excessive flow rate or pressure to operate. Significant amount of power saving is expected from the circulation water pump.

Fill Media Hot water discharge onto the fill media directly below and redistribute into very thin water film over the very large surface area provided by the corrugated fill media. While ambient air induced by the fan need to pass through the fill media before discharge into the atmosphere, the passage taken by the air allows the two mediums to contact with each other. Since water flowing downward with the induced air moving upwards forming counter current flow with each other, this type of cooling tower is commonly termed as counter flow cooling tower. With the ambient air at lower wet bulb temperature and lower enthalpy being induced into the cooling tower directly in contact with the hot water film at the fill media, heat energy is

being transferred from water to air by evaporation process. The heat transfer process resulted a loss of enthalpy and a very small volume of water from the water to the air as evaporation loss. Water is constantly being cooled as it passes downward the entire fill media with the water finally achieved it’s designed outlet temperature and collected by the cold waterbasin below. The effectiveness of the cooling process is very much dependent upon the total surface area of the water being exposed to air, the duration of air and water contact and the effectiveness of the air moving through the fill media; the configuration and the total surface area of the fill media is the utmost important factor of a cooling tower. The fill media used in the PCF Series cooling tower is manufactured from prime PVC materials and capable of withstanding as high as continuous operating temperature of 50 C and intermittent operating temperature of 55 C, exceeding most common operating temperatures in most applications. The most unique and excellent feature of the fill media being its uniform configuration when assembled into module to form a consistent

honeycomb-like packing for maximum uniform water and air distribution with air resistance to air flow is kept to minimum, thus giving very high thermal efficiency. However, excessive total surface area of the fill media is detrimental because it increase the air resistance to air flow, while insufficient total surface area requires very much higher air flow rate to achieve the desired outlet temperature. In either case, it consumes higher energy to operate the fan. Therefore, the design of the fill media to achieve an optimum air to water relationship is the key to the efficiency of the cooling tower. And both the manufacturing process and materials used for the fill media determine hoe long the efficiency can be maintained.

Cold Water Basin Cold water after passing through the fill media is being collected at the FRP cold-water basin below. The cold water basin is assembled from molded FRP panels and provided with a hot-dip galvanized steel outlet trough at the bottom complete with all the terminating piping connections required for the outlet pipe, makeup water pipe, overflow and drain pipes. The outlet connection for the pump suction is especially provided with anti-vortex feature to prevent pump cavitations. For multiple cell arrangement, each cell is provided with its individual hot dip-galvanized steel outlet trough and piping connections therefore provides multiple outlet connections for multiple pumps operation, eliminating the need of a header pipe to interconnect all the pumps. This feature is advantageous when a larger cooling system requires a number of circulation pumps to serve a number of different applications or to make up the total flow rate required. The elimination of the large suction header pipes for the pumps provide a spacious pump area for operation and maintenance and reduce the unnecessary initial piping cost. Since the PCF Series cooling tower allow unlimited multiple cell installation configuration, the single common cold water basin serving all the cells allows any one cell or any one pump to operate individually and independently without complicated control or isolation. Since only a single common cold water basin is being used for the entire system, cumbersome balancing pipes and valves, which is very common in many larger system using multiple towers installation, is unnecessary.

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Mechanical Equipment

Air Inlet Louvers

The reliability of a cooling tower always depending on the type of prime mover is being used for the fan either to maintain the thermal efficiency or for reliable continuous operation. Since cooling tower fans, especially with the larger diameter fans, the operational speed has to be reduced to below the maximum tip speed allowed, a speed reducer is always necessary to reduce the speed of the prime mover, i.e. electric motor. The PCF Series cooling tower employs the most durable and reliable planetary type gear speed reducer developed by PANWATER as the fan driver. Since it is the utmost important component of a cooling tower, numerous efforts had been put into the overall design of the gear speed reducer to transmit torque from the electric motor to the axial flow fan for efficient air inducement. And priority had been given to the construction of the mechanical equipment to ensure continuous and trouble free operation with minimum maintenance as well as long life span compatible to the cooling tower.

Due to the increasing concern on environment cleanliness and aesthetic requirement, cooling towers had been forced to hide behind buildings or concealed behind walls. In most cases, it is due to its ugliness especially with the air inlet louvers used for the cooling tower had been very flimsy and damaged over a short period due to weathering, or in most cases, water is still splashing over the tower surroundings causing eyesore to everyone.

For larger models using the planetary gear speed reducer, electric motor is directly close coupled to the gear unit forming a single coaxial driver to operate the axial flow fan. The oil lubricated gear speed reducer is designed with a bearing life of 10,000 hours for continuous and heavy-duty operation. It is capable of withstanding high torque developed by the electric motor during starting and has very uniform torque transmission from high speed input shaft to the low speed output shaft so that wear and tear to the components is minimum. Replacement of parts only limit to the bearing and seals annually, which is predictable. Therefore eliminate the risk of unpredictable tower break down. The axial flow fans used in the PCF Series cooling tower are adjustable pitch type of cast aluminium alloy with the most efficient aerodynamic profile for best efficiency. All attachment hardware is made of stainless steel material for heavy-duty operation and long life span. The entire mechanical equipment are supported on a heavy gauge hot dip galvanized frame rigidly installed onto the FRP fan housing and complete with safety guards.

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In view of this conventional problem, the overall outlook and finishing of the PCF Series cooling towers have been given a cosmetic finishing and the air inlet louvers, which is part of the tower exterior, has been designed compatible to the tower body. Air inlet louvers are provided at the lower section of the tower side walls to guide air flow into the cooling tower as well as preventing water droplets splashing out from the cooling tower causing corrosion to the surrounding area. Again, louvers made of FRP materials is being used as it is directly subject to weathering to provide smooth air flow into the tower with minimum air resistance and with an inclination to shed water back into the cold water basin. The air inlet louvers are easily removable from its attachment for access into the coldwater basin section for maintenance purpose.

Drift Eliminators Air after passing through the fill media is moving upwards with air velocity sufficiently large to provide an upward thrust for small water droplets in the cooling tower. Careful observation will notice that a large quantity of small water droplets is ‘floating’ below the operating fan and coalesce into larger water droplets and finally being drawn out of the cooling tower along with the discharge air if the cooling tower is not installed with an effective drift eliminator system. If efficient drift eliminator system is not provided, this water drift loss from the system can be as higher than 2% - 3% of the total circulation flow rate. Although the drift loss value seems to be small in percentage, but this amount of drift loss is more than sufficient

to keep the cooling tower surroundings wet, causing corrosion problems and health hazards as long as the cooling tower is in operation. And the cost for the total amount of make-up water necessary to top up the system at all time over a long duration can become very significant. The PCF Series cooling towers has the very unique and efficient drift eliminator system installed over the distribution system and below the fan assembly as standard component. The drift eliminator system is capable minimize drift loss to as low as 0.005% of the total circulation flow rate. This ver y small amount of drift loss is vir tually negligible and shall not cause the surrounding area wet or consume excessive water when compare to the amount of water lost due to evaporation.

Access Door FRP access door is provided for each cell located either at one of the side panel, or on the fan deck as standard feature. Provision of this door allows the maintenance personal to enter into the cooling tower easily without troublesome dismantling of any tower components. This direct access into the distribution and fill media sections encourage regular inspection and cleaning of the fill media and distribution system to maintain efficient tower operation at all time.

Civil Foundation With the cooling tower being designed with multiple cells flexibility, and made of light weight materials of construction, tower supporting structures are systematically simple, level, symmetrical, easy and economical to construct. And it is always a lot more easily to directly incorporate into the building structure without complicated construction. Since all the loading points are equal distance to each other in both direction, all loading points will eventually aligned into parallel rows of beams. With this characteristic, it is always possible to adjust the seating position of the cooling tower with all its loading points coincide with structural beams. And the supporting beams can be either concrete of steel construction.

Access Ladder Hot-dip galvanized access ladder is provided for access onto the mechanical equipment for routine inspection and maintenance purpose as standard. For multiple cells model, a common inspection platform in between tower cells complete with safety rails of hot-dip galvanized steel construction is provided as optional item with added cost. This safety platform makes minor maintenance work on top of tower such as checking and replacement of gear oils and tightening of loosened bolts and nuts a lot easier and safer. It also encourages routine inspection and maintenance work on more regular basis since the mechanical equipment requires more attention in order to ensure smooth operation.

Alternatively, the PCF Series towers can be easily installed onto larger concrete cold-water basin with simple supporting columns where much longer retention time of the water storage is necessary. Concrete basin with larger retention volume is recommended for applications whereby make-up water supply is expected to be irregular. And for very critical applications, cooling tower water supply to the plant or equipment cannot be immediately shut off, larger basin to provide emergency water supply is recommended in case make-up water is abruptly being cut off.

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PCF SERIES... 4 CELLS COOLING TOWER WITH FRP BASIN

UNIQUE ADVANTAGES This example illustrate a 4 cells cooling tower of an IN-LINE tower arrangement with each individual cell capacity exactly sized for actual heat rejection load of serving each intremediate cooling equipment such as heat exchanger or chiller. An additional cell is included serving as the standby unit and provision for unexpectedly high heat load, should there be any. Circulation water pumps is similarly sized in accordance to the exact flow rate required by the equipment to be cooled and with an additional pump serving as the standby unit. Return hot water is pump back to the cooling tower via a single header pipe which redistribute the total flow into any individual cell to perform the cooling required. Since the cooling tower is of the single common basin design, discharge piping is directly connected to the circulation pumps from the cold-water basin without the need of a common suction header pipe. Return hot water enter cooling tower by a single header pipe and branched into each cell each with an isolating valve. This method of piping arrangement provides flexibility and simplify the entire cooling system operation by allowing each cooling tower cell, circulation water pumps and cooling equipment to operate independently. It also reduces the unnecessary initial construction cost required to provide balancing pipes and suction header pipes as compared to conventianal design.

Since the cooling tower is designed into square shape for each cell, and suitable for multiple cells operation with tower and the cold water basin specifically made from light weight FRP materials, the final overall operating weight is markedly reduced. Therefore, plinths required for the cooling tower does not require elaborate supporting foundation. As such, the cooling tower is suitable for installation on any building floors or elevated structures supported by either simple concrete plinths or structural steel members when space available is limited. It is due to the increasingly challenging needs of every individuals that leads to the development of the PCF Series cooling tower which provide such high degree of flexibility. The advantages of the PCF Series cooling tower such as energy conservation, minimum plot area, low piping and civil construction cost can only be effectively realised if all these associated works are being evaluated initially with different cooling tower of number of cells. It is also for every individual to determine the necessity of any spare or stand-by unit depending on their application. In any case, an additional cell of fractional capacity to the cooling tower is always more economical and easier to operate than an additional full size cooling tower. And similarly, stand-by circulation pump of fractional capacity similar to the circulation flow rate of each cell is only required instead of a full sized stand-by pump.

NOTES: 1. SIMILAR MULTIPLE CELLS ARRANGEMENT IS APPLICABLE TO ANY NUMBER OF CELLS. 2. WATER PUMPS AND PIPING ARRANGEMENT ARE PROVIDED FOR REFERENCE ONLY. CONSULT PANWATER FOR OTHER DIFFERENT ARRANGEMENT. 3. MOTORISED ACTUATED CONTROL VALVES CAN BE USED TO INCORPORATE INTO THE OVERALL CONTROL SYSTEM IN LIEU OF THE MANUAL VALVES. 4. PANWATER RESERVES THE RIGHT TO ALTER ORMODIFY THE SPECIFICATION WITHOUT PRIOR NOTICE IN THE INTEREST OF PRODUCT IMPROVEMENT

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PCF SERIES... 4 CELLS COOLING TOWER WITH CONCRETE BASIN

UNIQUE ADVANTAGES This example illustrate a 4 cells cooling tower of an IN-LINE tower arrangement seated on a concrete cold water basin which is typical in many industrial cooling system design. The tower is designed to allow the cooling system to operate on partial loads at different stages depending on the requirement to conserve electrical power consumption. The total number of cells required is very much dependent on the mode of operation. In any case, due to the fact that cooling towers are normally designed to cater for the maximum wet bulb temperature foresee in certain period only,it is common that the cooling tower may not be operating at full load at all time. Although providing lower temperature than required to the equipment to be cooled is generally beneficial, but the power consumed by the cooling tower has to be justified. Similarly, any number of water circulation pumps can be incorporate into the cooling system to service various cooling needs without complicated piping works and operation, making the overall system into a flexible central cooling reservoir for all applications within a process plant. Therefore, just a matter of initial careful planning and design of the entire cooling system, tremendous amount of long term energy saving from the cooling tower and the circulation pumps can be realised by employing this unique advantage. Energy saving is usually during period of lower ambient wet bulb temperature at night and/or during colder seasons in the temperate coutries.

Although construction of concrete cold water basin is usually at higher cost than the integral FRP basin supplied together with the cooling tower, however, concrete cold water basin offer the advantage of providing a huge amount of water storage for the cooling system. This particularly important for critical applications such as in certain process plant and in cases where make-up water supply is envisaged to be interrupted at any time. Since each cooling tower cell is square, the multiple cells arrangement only requires equally spaced foundation in both ways. This provide the advantage of having all loading positions can be easily designed and constructed onto the basin floors using independent column for each loading point, or using rows of parallel beams as tower supports. In most cases, loadings of the cooling tower is quite minimum due to the lightweight construction, making civil foundation construction quite economical. Alternatively, should cold water basin of larger retention volume is necessary, either for installation above ground level or on elevated structures, cold water basin of any desired volume can be easily constructed from any materials of construction to suit the application ranging from using FRP materials to mild steel construction with corrossion resistant linings or coatings, or using stainless steel materials for long life span.

NOTES: 1. 2. 3. 4.

SIMILAR MULTIPLE CELLS ARRANGEMENT IS APPLICABLE TO ANY NUMBER OF CELLS. WATER PUMPS AND PIPING ARRANGEMENT ARE PROVIDED FOR REFERENCE ONLY. CONSULT PANWATER FOR OTHER DIFFERENT ARRANGEMENT. MOTORISED ACTUATED CONTROL VALVES CAN BE USED TO INCORPORATE INTO THE OVERALL CONTROL SYSTEM IN LIEU OF THE MANUAL VALVES. PANWATER RESERVES THE RIGHT TO ALTER ORMODIFY THE SPECIFICATION WITHOUT PRIOR NOTICE IN THE INTEREST OF PRODUCT IMPROVEMENT

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PCF SERIES... DESIGN CONCEPTS & FEATURES

Tower Assembly

Direct Motor Drive

V-Belt Speed Reducer Not Applicable

Fan Assembly

PVC JIS 10K Inlet Flange

Distribution Pipes

PVC / FRP

Spray Nozzles

Polypropylene

Drift Eliminator

Cellular PVC Extruded Profiles

Fill Packing

Modular PVC Fill Media

Tower Casing

Fiber-Glass Reinforced Polyester Fiber-Glass Reinforced Polyester

Tower Structure

Fiber-Glass Reinforced Polyester or Concrete Cold Water Basin By Owner Hot Dip Galvanized Steel To B. S. 729:1971

Tower Hardware

Hot Dip Galvanized Steel To B. S. 729:1971 Not Fitted

Hot Dip Galvanized Steel To B. S. 729:1971

NOTES: UNLESS OTHERWISE SPECIFIED, ELECTRIC MOTOR SUPPLIED SHALL BE 415V, 3 PHASE, 50 HZ AS STANDARDS. MATERIALS OF CONSTRUCTION OTHER THAN SPECIFIED HEREIN CAN BE SUPPLIED WITH ADDED COST ON REQUEST. CONSULT PANWATER FOR TOWER SELECTION, DETAIL SPECIFICATION AND DIMENSIONAL DRAWINGS BY GIVING YOUR REQUIREMENT. PANWATER RESERVES THE RIGHT TO THE SPECIFICATION AND DIMENSIONS WITHOUT PRIOR NOTICE IN THE INTEREST OF PRODUCT IMPROVEMENT.

PCF2000

PCF1800

PCF1600

Fiber-Glass Reinforced Polyester

Inlet Header Connection

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PCF1400

Tubular Floating Shaft

Hot Dip Galvanized Steel To B. S. 729:1971

Fan Stack

1. 2. 3. 4.

PCF1200

PCF1000

PCF900

PCF700

PCF800

Spiral Bevel Gear Speed Reducer

Aluminium Alloy Fan Blades & Hubs

Mechanical Supports

Access Ladder

PCF600

Site Assembly 380V/415V, 3 PHASE, 50Hz/60Hz, IP 55 Protection

Drive Shaft

Cold Water Basin

PCF500

PCF400

PCF350

PCF300

PCF250

PCF225

PCF200

PCF175

Factory Assembled

Electric Motor Speed Reducer

PCF150

PCF125

PCF100

PCF90

PCF80

PCF70

PCF60

PCF50

MODELS

STANDARD MATERIAL OF CONSTRUCTION

PCF SERIES... GENERAL ARRANGEMENT & LAYOUT MODEL PCF 50 TO PCF 100

ENGINEERING DATA Tower

Capacity

Heat Load

Flow Rate

Tower Dimension (mm)

Model

RT

Kcal / hour

m≥ / hour

Length, L

Width, W

PCF 50-C1

50

195,000

39

1,540

1,540

PCF 60-C1

60

234,000

47

1,540

PCF 70-C1

70

273,000

55

1,740

PCF 80-C1

80

312,000

62

PCF 90-C1

90

351,000

PCF 100-C1

100

PCF 50-C1

Fan Diameter

Air Volume Inlet / Outlet Pump Head

Kw

mm

M≥/Min.

2,720

0.75

915

288

3

2.8

1,540

3,020

1.10

915

306

3

3.0

1,740

2,740

1.10

1,068

404

4

2.8

1,740

1,740

3,040

1.50

1,068

409

4

3.0

70

1,940

1,940

2,920

1.50

1,220

519

4

3.2

390,000

78

1,940

1,940

3,220

2.20

1,220

511

4

3.5

Inlet

Outlet

Auto Make-up

Quick Fill

Over Flow

80

80

20

20

25

Tower Model

Motor Size

Height, H

Piping Connection Size (mm) NB

Vertical Height (mm) Drain 25

Pipe Size

M

Horizontal Distance (mm)

H1 @ Inlet

H2 @ Outlet

D1

D2

1,780

115

N/A

N/A

D3 N/A

PCF 60-C1

80

80

20

20

25

25

2,080

115

N/A

N/A

N/A

PCF 70-C1

100

100

20

20

25

25

1,780

120

N/A

N/A

N/A

PCF 80-C1

100

100

20

20

25

25

2,080

120

N/A

N/A

N/A

PCF 90-C1

100

100

20

20

25

25

1,780

125

N/A

N/A

N/A

PCF 100-C1

100

100

20

20

25

25

2,080

125

N/A

N/A

N/A

Tower

Center Distance Between Supports (mm)

Model

L1

PCF 50-C1

1,450

PCF 60-C1

L2

Loading Point

Loading Data (KGS)

L3

Quantity

Loading @ A Loading @ B Loading @ C

1,450

N/A

4

200

N/A

1,450

1,450

N/A

4

205

PCF 70-C1

1,650

1,650

N/A

4

PCF 80-C1

1,650

1,650

N/A

4

Anchor Bolts

Tower Weight (KGS)

Quantity

Size

Shipping

Operating

N/A

4

M12

480

800

N/A

N/A

4

M12

500

820

238

N/A

N/A

4

M12

540

950

250

N/A

N/A

4

M12

590

1,000

PCF 90-C1

1,850

1,850

N/A

4

300

N/A

N/A

4

M12

670

1,200

PCF 100-C1

1,850

1,850

N/A

4

325

N/A

N/A

4

M12

780

1,300

NOTES: THERMAL DESIGN CONDITIONS AS PER JIS STANDARDS : CIRCULATING FLOW RATE = 780 LITRES/HOUR PER RT

INLET TEMPERATURE = 370

COUTLET TEMPERATURE = 320C

WET BULB TEMPERATURE = 270C

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PCF SERIES... GENERAL ARRANGEMENT & LAYOUT MODEL PCF 125 TO PCF 225

ENGINEERING DATA Tower Model

Capacity RT

Heat Load

Flow Rate

Kcal / hour

m3 / hour

Length, L

Width, W

Tower Dimension (mm) Height, H1

Height, H2

Motor Size Fan Diameter Air Volume Inlet / Outlet Pump Head mm

M3/Min.

Pipe Size

M

487,500

98

2,380

2,380

3,610

2,960

2.20

1,373

721

5

3.7

Kw

PCF 125-C1

125

PCF 125-C2

250

975,000

195

4,720

2,380

3,730

3,080

2.2 X 2

1,373

721

5

3.9

PCF 125-C3

375

1,462,500

293

7,060

2,380

3,990

3,340

2.2 X 3

1,373

721

5

4.1

PCF 125-C4

500

1,950,000

390

9,400

2,380

3,990

3,340

2.2 X 4

1,373

721

5

4.1

PCF 150-C1

150

585,000

117

2,380

2,380

3,910

3,260

3.00

1,373

766

5

4.0

PCF 150-C2

300

1,170,000

234

4,720

2,380

4,030

3,380

3.0 X 2

1,373

766

5

4.2

PCF 150-C3

450

1,755,000

351

7,060

2,380

4,290

3,640

3.0 X 3

1,373

766

5

4.4

PCF 150-C4

600

2,340,000

468

9,400

2,380

4,290

3,640

3.0 X 4

1,373

766

5

4.4

PCF 175-C1

175

682,500

137

2,640

2,640

3,750

3,100

4.00

1,525

1,009

6

3.8

PCF 175-C2

350

1,365,000

273

5,240

2,640

3,880

3,230

4.0 X 2

1,525

1,009

6

3.9

PCF 175-C3

525

2,047,500

410

7,840

2,640

4,170

3,520

4.0 X 3

1,525

1,009

6

4.2

PCF 175-C4

700

2,730,000

546

10,440

2,640

4,170

3,520

4.0 X 4

1,525

1,009

6

4.2

PCF 200-C1

200

780,000

156

2,640

2,640

4,050

3,400

5.50

1,525

1,021

6

4.1

PCF 200-C2

400

1,560,000

312

5,240

2,640

4,180

3,530

5.5 X 2

1,525

1,021

6

4.2

PCF 200-C3

600

2,340,000

468

7,840

2,640

4,470

3,820

5.5 X 3

1,525

1,021

6

4.5

PCF 200-C4

800

3,120,000

624

10,440

2,640

4,470

3,820

5.5 X 4

1,525

1,021

6

4.5

PCF 225-C1

225

877,500

176

2,840

2,840

3,780

3,130

5.50

1,830

1,298

6

3.8

PCF 225-C2

450

1,755,000

351

5,640

2,840

3,920

3,270

5.5 X 2

1,830

1,298

6

3.9

PCF 225-C3

675

2,632,500

527

8,440

2,840

4,240

3,590

5.5 X 3

1,830

1,298

6

4.2

PCF 225-C4

900

3,510,000

702

11,240

2,840

4,240

3,590

5.5 X 4

1,830

1,298

6

4.2

NOTES: 1. 2. 3. 4.

THE LAST DIGIT OF THE MODEL NUMBER DENOTES NUMBER OF CELLS. CONSULT PANWATER FOR TOWER CONFIGURATION EXCEEDING 4 CELLS. PROVIDE SPACE SURROUNDING THE COOLING TOWER FOR INSTALLATION AND MAINTENANCE ACCESS. AVOID LOCATION TOO NEAR ANY VERTICAL OBSTRUCTIONS. FOR COOLING TOWERS EXCEEDING CONFIGURATIONS NOT SHOWN, CONSULT PANWATER FOR TOWER LAYOUT AND FOUNDATION DIMENSION DRAWINGS. PANWATER RESERVES THE RIGHT TO ALTER OR MODIFY THE SPECIFICATION WITHOUT PRIOR NOTICE IN THE INTEREST OF PRODUCT IMPROVEMENT.

12

PCF SERIES... EXTERNAL PIPING LAYOUT MODEL PCF 125 TO PCF 225

EXTERNAL PIPING DATA Tower

Piping Connection Size (mm) NB @ Cold Water Basin

Vertical Height (mm)

Horizontal Distance (mm)

Model

Inlet

Outlet

Auto Make-up

Quick Fill

Over Flow

Drain

R1 @ Inlet

R2 @ Inlet

D @ Outlet

L1

PCF 125-C1

125

125

25

25

50

50

2,230

1,580

165

1,755

2,340

L2

585

L3

PCF 125-C2

125

125

25

25

50

50

2,350

1,700

165

1,755

2,340

585

PCF 125-C3

125

125

25

25

50

50

2,580

1,930

165

1,755

2,340

585

PCF 125-C4

125

125

25

25

50

50

2,580

1,930

165

1,755

2,340

585

PCF 150-C1

125

125

25

25

50

50

2,530

1,880

165

1,755

2,340

585

PCF 150-C2

125

125

25

25

50

50

2,650

2,000

165

1,755

2,340

585

PCF 150-C3

125

125

25

25

50

50

2,880

2,230

165

1,755

2,340

585

PCF 150-C4

125

125

25

25

50

50

2,880

2,230

165

1,755

2,340

585

PCF 175-C1

150

150

25

25

65

65

2,270

1,620

165

1,950

2,600

650

PCF 175-C2

150

150

25

25

65

65

2,400

1,750

165

1,950

2,600

650

PCF 175-C3

150

150

25

25

65

65

2,660

2,010

165

1,950

2,600

650

PCF 175-C4

150

150

25

25

65

65

2,660

2,010

165

1,950

2,600

650

PCF 200-C1

150

150

25

25

65

65

2,570

1,920

165

1,950

2,600

650

PCF 200-C2

150

150

25

25

65

65

2,700

2,050

165

1,950

2,600

650

PCF 200-C3

150

150

25

25

65

65

3,000

2,350

165

1,950

2,600

650

PCF 200-C4

150

150

25

25

65

65

3,000

2,350

165

1,950

2,600

650

PCF 225-C1

150

150

25

25

65

65

2,300

1,650

165

2,100

2,800

700

PCF 225-C2

150

150

25

25

65

65

2,440

1,790

165

2,100

2,800

700

PCF 225-C3

150

150

25

25

65

65

2,720

2,070

165

2,100

2,800

700

PCF 225-C4

150

150

25

25

65

65

2,720

2,070

165

2,100

2,800

700

NOTES: 1. 2. 3. 4.

ALL INLET AND OUTLET CONNECTIONS SHALL BE FLANGED TO JIS 10K AS STANDARD. CUSTOMER TO PROVIDE ALL NECESSARY EXTERNAL PIPE SUPPORTS FOR ALL INTER-CONNECTING WATER PIPES. FOR COOLING TOWERS EXCEEDING 4 CELLS CONFIGURATION, CONSULT PANWATER FOR TOWER LAYOUT AND FOUNDATION DIMENSIONS. PANWATER RESERVES THE RIGHT TO ALTER OR MODIFY THE SPECIFICATION WITHOUT PRIOR NOTICE IN THE INTEREST OF PRODUCT IMPROVEMENT.

13

PCF SERIES... TOWER FOUNDATION LAYOUT MODEL PCF 125 TO PCF 225

TOWER FOUNDATION DIMENSION Tower

Center Distance Between Supports (mm) Loading Point Quantity

Loading Data (KGS)

Anchor Bolts

Model

L1

L2

L3

Loading @ A Loading @ B Loading @ C

PCF 125-C1

2,340

2,340

1,170

4

223

372

595

PCF 125-C2

4,680

2,340

1,170

6

220

367

PCF 125-C3

7,020

2,340

1,170

8

219

PCF 125-C4

9,360

2,340

1,170

10

PCF 150-C1

2,340

2,340

1,170

PCF 150-C2

4,680

2,340

PCF 150-C3

7,020

2,340

PCF 150-C4

9,360

PCF 175-C1

Quantity

Tower Weight (KGS)

Size

Shipping

4

M12

1,290

2,380

588

6

M12

2,520

4,700

366

585

8

M12

3,750

7,020

219

365

584

10

M12

4,980

9,340

4

233

388

620

4

M12

1,380

2,480

1,170

6

229

382

611

6

M12

2,690

4,890

1,170

8

228

380

608

8

M12

4,000

7,300

2,340

1,170

10

228

379

607

10

M12

5,310

9,710

2,600

2,600

1,300

9

268

447

715

12

M12

1,510

2,860

PCF 175-C2

5,200

2,600

1,300

15

264

441

705

20

M12

2,940

5,640

PCF 175-C3

7,800

2,600

1,300

21

263

439

702

28

M12

4,370

8,420

PCF 175-C4

10,400

2,600

1,300

27

263

438

700

36

M12

5,800

11,200

PCF 200-C1

2,600

2,600

1,300

9

278

463

740

12

M12

1,610

2,960

PCF 200-C2

5,200

2,600

1,300

15

274

456

730

20

M12

3,140

5,840

PCF 200-C3

7,800

2,600

1,300

21

273

454

727

28

M12

4,670

8,720

PCF 200-C4

10,400

2,600

1,300

27

272

453

725

36

M12

6,200

11,600

PCF 225-C1

2,800

2,800

1,400

9

300

500

800

12

M12

1,620

3,200

PCF 225-C2

5,600

2,800

1,400

15

296

494

790

20

M12

3,160

6,320

PCF 225-C3

8,400

2,800

1,400

21

295

492

787

28

M12

4,700

9,440

PCF 225-C4

11,200

2,800

1,400

27

294

491

785

36

M12

6,240

12,560

NOTES: 1. 2. 3. 4.

FOUNDATION SHOULD BE DESIGNED TO CATER THE OPERATING WEIGHT OF THE COOLING TOWER. ALL FOUNDATIONS REQUIRED TO BE LEVELLED WITHIN ±3 mm TOLERANCE AND PROVIDED WITH POCKETS FOR ANCHOR BOLTS. FOUNDATION HEIGHT INDICATED IS MINIMUM REQUIREMENT. INCREASE THE HIGHT IF NECESSARY TO SUIT PIPING INSTALLATION. PANWATER RESERVES THE RIGHT TO ALTER OR MODIFY THE SPECIFICATION WITHOUT PRIOR NOTICE IN THE INTEREST OF PRODUCT IMPROVEMENT.

14

Operating

PCF SERIES... CONCRETE BASIN LAYOUT MODEL PCF 125 TO PCF 225

CONCRETE BASIN DIMENSION Tower Model

Center Distance Between Supports (mm) Loading Point L1

L2

L3

Quantity

Loading Data (KGS) Loading @ A

Loading @ B

Anchor Bolts Loading @ C

Quantity

Tower Weight (KGS)

Size

Shipping

Operating

PCF 125-C1

2,340

2,340

N/A

4

150

250

400

4

M12

1,300

1,600

PCF 125-C2

4,680

2,340

N/A

6

141

234

375

6

M12

2,600

3,000

PCF 125-C3

7,020

2,340

N/A

8

144

240

383

8

M12

3,900

4,600

PCF 125-C4

9,360

2,340

N/A

10

143

238

381

10

M12

5,200

6,100

PCF 150-C1

2,340

2,340

N/A

4

159

266

425

4

M12

1,400

1,700

PCF 150-C2

4,680

2,340

N/A

6

155

258

413

6

M12

2,800

3,300

PCF 150-C3

7,020

2,340

N/A

8

150

250

400

8

M12

4,200

4,800

PCF 150-C4

9,360

2,340

N/A

10

150

250

400

10

M12

5,600

6,400

PCF 175-C1

2,600

2,600

1,300

9

178

297

475

12

M12

1,500

1,900

PCF 175-C2

2,600

2,600

1,300

15

216

359

575

20

M12

3,000

4,600

PCF 175-C3

2,600

2,600

1,300

21

231

385

617

28

M12

4,500

7,400

PCF 175-C4

2,600

2,600

1,300

27

239

398

638

36

M12

6,000

10,200

PCF 200-C1

2,600

2,600

1,300

9

188

313

500

12

M12

1,600

2,000

PCF 200-C2

2,600

2,600

1,300

15

230

383

613

20

M12

3,200

4,900

PCF 200-C3

2,600

2,600

1,300

21

241

401

642

28

M12

4,800

7,700

PCF 200-C4

2,600

2,600

1,300

27

248

414

663

36

M12

6,400

10,600

PCF 225-C1

2,800

2,800

1,400

9

206

344

550

12

M12

1,650

2,200

PCF 225-C2

2,800

2,800

1,400

15

244

406

650

20

M12

3,300

5,200

PCF 225-C3

2,800

2,800

1,400

21

259

432

692

28

M12

4,950

8,300

PCF 225-C4

2,800

2,800

1,400

27

267

445

713

36

M12

6,600

11,400

NOTES: 1. FOUNDATION SHOULD BE DESIGNED TO CATER THE OPERATING WEIGHT OF THE COOLING TOWER. 2. ALL FOUNDATIONS REQUIRED TO BE LEVELLED WITHIN ±3 mm TOLERANCE AND PROVIDED WITH POCKETS FOR ANCHOR BOLTS. 3. FOR COOLING TOWERS EXCEEDING 4 CELLS CONFIGURATION, CONSULT PANWATER FOR TOWER LAYOUT AND FOUNDATION DIMENSIONS. 4. PANWATER RESERVES THE RIGHT TO ALTER OR MODIFY THE SPECIFICATION WITHOUT PRIOR NOTICE IN THE INTEREST OF PRODUCT IMPROVEMENT.

15

PCF SERIES... GENERAL ARRANGEMENT & LAYOUT MODEL PCF 250 TO PCF 500

ENGINEERING DATA Tower

Capacity

Heat Load

Flow Rate

Model

RT

Kcal / hour

m3 / hour

Length, L

Width, W

Tower Dimension (mm) Height, H1

Height, H2

Motor Size Fan Diameter Air Volum Inlet/Outlet Pump Head

PCF 250-C1

250

975,000

195

2,840

2,840

4,130

3,430

PCF 250-C2

500

1,950,000

390

5,640

2,840

4,270

PCF 250-C3

750

2,925,000

585

8,440

2,840

4,540

PCF 250-C4

1,000

3,900,000

780

11,240

2,840

PCF 300-C1

300

1,170,000

234

3,240

PCF 300-C2

600

2,340,000

468

6,440

PCF 300-C3

900

3,510,000

702

PCF 300-C4

1,200

4,680,000

936

PCF 350-C1

350

1,365,000

273

PCF 350-C2

700

2,730,000

PCF 350-C3

1,050

4,095,000

PCF 350-C4

1,400

PCF 400-C1

Kw

mm

M3/Min.

Pipe Size

M

5.50

1,830

1,277

6

4.2

3,570

5.5 X 2

1,830

1,277

6

4.3

3,840

5.5 X 3

1,830

1,277

6

4.6

4,540

3,840

5.5 X 4

1,830

1,277

6

4.6

3,240

4,190

3,490

7.50

2,135

1,532

8

4.2

3,240

4,350

3,650

7.5 X 2

2,135

1,532

8

4.4

9,640

3,240

4,710

4,010

7.5 X 3

2,135

1,532

8

4.7

12,840

3,240

4,710

4,010

7.5 X 4

2,135

1,532

8

4.7

3,440

3,440

4,310

3,560

7.50

2,135

1,787

8

4.3

546

6,840

3,440

4,480

3,730

7.5 X 2

2,135

1,787

8

4.5

819

10,240

3,440

4,860

4,110

7.5 X 3

2,135

1,787

8

4.8

5,460,000

1,092

13,640

3,440

4,860

4,110

7.5 X 4

2,135

1,787

8

4.8

400

1,560,000

312

3,640

3,640

4,700

3,950

11.00

2,440

2,043

8

4.3

PCF 400-C2

800

3,120,000

624

7,240

3,640

4,880

4,130

11.0 X 2

2,440

2,043

8

4.5

PCF 400-C3

1,200

4,680,000

936

10,840

3,640

5,290

4,540

11.0 X 3

2,440

2,043

8

4.9

PCF 400-C4

1,600

6,240,000

1,248

14,440

3,640

5,290

4,540

11.0 X 4

2,440

2,043

8

4.9

PCF 500-C1

500

1,950,000

390

4,040

4,040

4,960

4,160

11.00

2,440

2,553

8

4.4

PCF 500-C2

1,000

3,900,000

780

8,040

4,040

5,160

4,360

11.0 X 2

2,440

2,553

8

4.6

PCF 500-C3

1,500

5,850,000

1,170

12,040

4,040

5,610

4,810

11.0 X 3

2,440

2,553

8

5.0

PCF 500-C4

2,000

7,800,000

1,560

16,040

4,040

5,610

4,810

11.0 X 4

2,440

2,553

8

5.0

NOTES: THERMAL DESIGN CONDITIONS AS PER JIS STANDARDS : 1. THE LAST DIGIT OF THE MODEL NUMBER DENOTES NUMBER OF CELLS. CONSULT PANWATER FOR TOWER CONFIGURATION EXCEEDING 4 CELLS.CIRCULATING FLOW RATE = 780 LITRES/HOUR PER RT 2. PROVIDE SPACE SURROUNDING THE COOLING TOWER FOR INSTALLATION AND MAINTENANCE ACCESS. AVOID LOCATION TOO NEAR ANY VERTICAL OBSTRUCTIONS. INLET TEMPERATURE = 37 °C 3. FOR COOLING TOWERS EXCEEDING CONFIGURATIONS NOT SHOWN, CONSULT PANWATER FOR TOWER LAYOUT AND FOUNDATION DIMENSION DRAWINGS.OUTLET TEMPERATURE = 32 °C 4. PANWATER RESERVES THE RIGHT TO ALTER OR MODIFY THE SPECIFICATION WITHOUT PRIOR NOTICE IN THE INTEREST OF PRODUCT IMPROVEMENT.WET BULB TEMPERATURE = 27°C

16

PCF SERIES... EXTERNAL PIPING LAYOUT MODEL PCF 250 TO PCF 500

EXTERNAL PIPING DATA Tower

Piping Connection Size (mm) NB @ Cold Water Basin

Model

Inlet

Outlet

Auto Make-up

PCF 250-C1

150

150

38

PCF 250-C2

150

150

PCF 250-C3

150

150

PCF 250-C4

150

PCF 300-C1

Quick Fill

Vertical Height (mm)

Horizontal Distance (mm)

Over Flow

Drain

R1 @ Inlet

R2 @ Inlet

D @ Outlet

L1

38

65

65

2,650

1,950

215

2,100

2,800

L2

700

L3

38

38

65

65

2,790

2,090

215

2,100

2,800

700

38

38

65

65

3,070

2,370

215

2,100

2,800

700

150

38

38

65

65

3,070

2,370

215

2,100

2,800

700

200

200

38

38

80

80

2,710

2,010

215

2,400

3,200

800

PCF 300-C2

200

200

38

38

80

80

2,870

2,170

215

2,400

3,200

800

PCF 300-C3

200

200

38

38

80

80

3,190

2,490

215

2,400

3,200

800

PCF 300-C4

200

200

38

38

80

80

3,190

2,490

215

2,400

3,200

800

PCF 350-C1

200

200

38

38

80

80

2,790

2,040

265

2,550

3,400

850

PCF 350-C2

200

200

38

38

80

80

2,960

2,210

265

2,550

3,400

850

PCF 350-C3

200

200

38

38

80

80

3,300

2,550

265

2,550

3,400

850

PCF 350-C4

200

200

38

38

80

80

3,300

2,550

265

2,550

3,400

850

PCF 400-C1

200

200

38

38

80

80

2,820

2,070

265

2,700

3,600

900

PCF 400-C2

200

200

38

38

80

80

3,000

2,250

265

2,700

3,600

900

PCF 400-C3

200

200

38

38

80

80

3,360

2,610

265

2,700

3,600

900

PCF 400-C4

200

200

38

38

80

80

3,360

2,610

265

2,700

3,600

900

PCF 500-C1

200

200

38

38

100

100

2,930

2,130

250

3,000

4,000

1,000

PCF 500-C2

200

200

38

38

100

100

3,130

2,330

250

3,000

4,000

1,000

PCF 500-C3

200

200

38

38

100

100

3,530

2,730

250

3,000

4,000

1,000

PCF 500-C4

200

200

38

38

100

100

3,530

2,730

250

3,000

4,000

1,000

NOTES: 1. 2. 3. 4.

ALL INLET AND OUTLET CONNECTIONS SHALL BE FLANGED TO JIS 10K AS STANDARD. CUSTOMER TO PROVIDE ALL NECESSARY EXTERNAL PIPE SUPPORTS FOR ALL INTER-CONNECTING WATER PIPES. FOR COOLING TOWERS EXCEEDING 4 CELLS CONFIGURATION, CONSULT PANWATER FOR TOWER LAYOUT AND FOUNDATION DIMENSIONS. PANWATER RESERVES THE RIGHT TO ALTER OR MODIFY THE SPECIFICATION WITHOUT PRIOR NOTICE IN THE INTEREST OF PRODUCT IMPROVEMENT.

17

PCF SERIES... TOWER FOUNDATION LAYOUT MODEL PCF 250 TO PCF 500

TOWER FOUNDATION DIMENSION Tower

Center Distance Between Supports (mm) Loading Point Quantity

Loading Data (KGS)

Anchor Bolts

Loading @ A Loading @ B Loading @ C

Quantity

Size

Tower Weight (KGS)

Model

L1

L2

L3

Shipping

PCF 250-C1

2,800

2,800

1,400

9

309

516

825

12

Operating

M12

1,800

PCF 250-C2

5,600

2,800

1,400

15

309

516

825

3,300

20

M12

3,600

PCF 250-C3

8,400

2,800

1,400

21

306

510

6,600

817

28

M12

5,300

PCF 250-C4

11,200

2,800

1,400

27

305

508

9,800

813

36

M12

7,000

13,000

PCF 300-C1

3,200

3,200

1,600

9

384

641

1,025

12

M12

2,100

4,100

PCF 300-C2

6,400

3,200

1,600

15

380

633

1,013

20

M12

4,100

8,100

PCF 300-C3

9,600

3,200

1,600

21

381

635

1,017

28

M12

6,200

12,200

PCF 300-C4

12,800

3,200

1,600

27

380

633

1,013

36

M12

8,200

16,200

PCF 350-C1

3,400

3,400

1,700

9

441

734

1,175

12

M12

2,400

4,700

PCF 350-C2

6,800

3,400

1,700

15

436

727

1,164

20

M12

4,710

9,310

PCF 350-C3

10,200

3,400

1,700

21

434

724

1,158

28

M12

7,000

13,900

PCF 350-C4

13,600

3,400

1,700

27

436

727

1,163

36

M12

9,400

18,600

PCF 400-C1

3,600

3,600

1,800

9

478

797

1,275

12

M12

2,600

5,100

PCF 400-C2

7,200

3,600

1,800

15

473

789

1,263

20

M12

5,100

10,100

PCF 400-C3

10,800

3,600

1,800

21

472

786

1,258

28

M12

7,600

15,100

PCF 400-C4

14,400

3,600

1,800

27

471

785

1,256

36

M12

10,100

20,100

PCF 500-C1

4,000

4,000

2,000

9

572

953

1,525

12

M12

2,900

6,100

PCF 500-C2

8,000

4,000

2,000

15

567

945

1,513

20

M12

5,700

12,100

PCF 500-C3

12,000

4,000

2,000

21

566

943

1,508

28

M12

8,500

18,100

PCF 500-C4

16,000

4,000

2,000

27

565

941

1,506

36

M12

11,300

24,100

NOTES: 1. 2. 3. 4.

FOUNDATION SHOULD BE DESIGNED TO CATER THE OPERATING WEIGHT OF THE COOLING TOWER. ALL FOUNDATIONS REQUIRED TO BE LEVELLED WITHIN ±3 mm TOLERANCE AND PROVIDED WITH POCKETS FOR ANCHOR BOLTS. FOUNDATION HEIGHT INDICATED IS MINIMUM REQUIREMENT. INCREASE THE HIGHT IF NECESSARY TO SUIT PIPING INSTALLATION. PANWATER RESERVES THE RIGHT TO ALTER OR MODIFY THE SPECIFICATION WITHOUT PRIOR NOTICE IN THE INTEREST OF PRODUCT IMPROVEMENT.

18

PCF SERIES... CONCRETE BASIN LAYOUT MODEL PCF 250 TO PCF 500

CONCRETE BASIN DIMENSION Tower

Center Distance Between Supports (mm) Loading Point L3

Quantity

Loading Data (KGS)

Model

L1

L2

PCF 250-C1

2,800

2,800

1,400

9

197

328

PCF 250-C2

5,600

2,800

1,400

15

197

PCF 250-C3

8,400

2,800

1,400

21

PCF 250-C4

11,200

2,800

1,400

PCF 300-C1

3,200

3,200

PCF 300-C2

6,400

3,200

PCF 300-C3

9,600

PCF 300-C4

Anchor Bolts

Loading @ A Loading @ B Loading @ C

Tower Weight (KGS)

Quantity

Size

Shipping

Operating

525

12

M12

1,700

2,100

328

525

20

M12

3,400

4,200

194

323

517

28

M12

5,000

6,200

27

192

320

513

36

M12

6,600

8,200

1,600

9

244

406

650

12

M12

2,000

2,600

1,600

15

239

398

638

20

M12

3,900

5,100

3,200

1,600

21

241

401

642

28

M12

5,900

7,700

12,800

3,200

1,600

27

239

398

638

36

M12

7,800

10,200

PCF 350-C1

3,400

3,400

1,700

9

272

453

725

12

M12

2,200

2,900

PCF 350-C2

6,800

3,400

1,700

15

267

445

713

20

M12

4,300

5,700

PCF 350-C3

10,200

3,400

1,700

21

269

448

717

28

M12

6,500

8,600

PCF 350-C4

13,600

3,400

1,700

27

267

445

713

36

M12

8,600

11,400

PCF 400-C1

3,600

3,600

1,800

9

300

500

800

12

M12

2,400

3,200

PCF 400-C2

7,200

3,600

1,800

15

295

492

788

20

M12

4,700

6,300

PCF 400-C3

10,800

3,600

1,800

21

294

490

783

28

M12

7,000

9,400

PCF 400-C4

14,400

3,600

1,800

27

295

492

788

36

M12

9,400

12,600

PCF 500-C1

4,000

4,000

2,000

9

347

578

925

12

M12

2,700

3,700

PCF 500-C2

8,000

4,000

2,000

15

342

570

913

20

M12

5,300

7,300

PCF 500-C3

12,000

4,000

2,000

21

341

568

908

28

M12

7,900

10,900

PCF 500-C4

16,000

4,000

2,000

27

340

566

906

36

M12

10,500

14,500

NOTES: 1. 2. 3. 4.

FOUNDATION SHOULD BE DESIGNED TO CATER THE OPERATING WEIGHT OF THE COOLING TOWER. ALL FOUNDATIONS REQUIRED TO BE LEVELLED WITHIN ±3 mm TOLERANCE AND PROVIDED WITH POCKETS FOR ANCHOR BOLTS. FOR COOLING TOWERS EXCEEDING 4 CELLS CONFIGURATION, CONSULT PANWATER FOR TOWER LAYOUT AND FOUNDATION DIMENSIONS. PANWATER RESERVES THE RIGHT TO ALTER OR MODIFY THE SPECIFICATION WITHOUT PRIOR NOTICE IN THE INTEREST OF PRODUCT IMPROVEMENT.

19

PCF SERIES... GENERAL ARRANGEMENT & LAYOUT MODEL PCF 600 TO PCF 1000

ENGINEERING DATA Tower

Capacity

Model

RT

Heat Load

Flow Rate

Kcal / hour

m3 / hour 468

Tower Dimension (mm) Length, L 4,540

Width, W 4,540

Height, H1 5,860

Motor Size

Fan Size

Air Volume Inlet/Outlet Pump Head

Height, H2

Kw

mm

M3/Min.

Pipe Size

M

5,060

15.00

2,745

3,064

10

4.7

PCF 600-C1

600

2,340,000

PCF 600-C2

1,200

4,680,000

936

9,040

4,540

6,080

5,280

15.0 X 2

2,745

3,064

10

4.9

PCF 600-C3

1,800

7,020,000

1,404

13,540

4,540

6,530

5,730

15.0 X 3

2,745

3,064

10

5.3

PCF 600-C4

2,400

9,360,000

1,872

18,040

4,540

6,530

5,730

15.0 X 4

2,745

3,064

10

5.3

PCF 700-C1

700

2,730,000

546

4,840

4,840

5,860

5,060

18.50

2,745

3,574

10

4.7

PCF 700-C2

1,400

5,460,000

1,092

9,640

4,840

6,080

5,280

18.5 X 2

2,745

3,574

10

4.9

PCF 700-C3

2,100

8,190,000

1,638

14,440

4,840

6,530

5,730

18.5 X 3

2,745

3,574

10

5.2

PCF 700-C4

2,800

10,920,000

2,184

19,240

4,840

6,530

5,730

18.5 X 4

2,745

3,574

10

5.2

PCF 800-C1

800

3,120,000

624

5,140

5,140

5,870

5,070

18.50

3,050

4,085

10

4.7

PCF 800-C2

1,600

6,240,000

1,248

10,240

5,140

6,120

5,320

18.5 X 2

3,050

4,085

10

5.0

PCF 800-C3

2,400

9,360,000

1,872

15,340

5,140

6,670

5,870

18.5 X 3

3,050

4,085

10

5.5

PCF 800-C4

3,200

12,480,000

2,496

20,440

5,140

6,670

5,870

18.5 X 4

3,050

4,085

10

5.5

PCF 900-C1

900

3,510,000

702

5,440

5,440

5,940

5,140

22.50

3,350

4,596

12

4.8

PCF 900-C2

1,800

7,020,000

1,404

10,840

5,440

6,120

5,410

22.5 X 2

3,350

4,596

12

5.1

PCF 900-C3

2,700

10,530,000

2,106

16,240

5,440

6,750

5,950

22.5 X 3

3,350

4,596

12

5.6

PCF 900-C4

3,600

14,040,000

2,808

21,640

5,440

6,750

5,950

22.5 X 4

3,350

4,596

12

5.6

PCF 1000-C1

1,000

3,900,000

780

5,740

5,740

5,980

5,180

22.50

3,350

5,106

12

4.8

PCF 1000-C2

2,000

7,800,000

1,560

11,440

5,740

6,270

5,470

22.5 X 2

3,350

5,106

12

5.1

PCF 1000-C3

3,000

11,700,000

2,340

17,140

5,740

6,840

6,040

22.5 X 3

3,350

5,106

12

5.7

PCF 1000-C4

4,000

15,600,000

3,120

22,840

5,740

6,840

6,040

22.5 X 4

3,350

5,106

12

5.7

NOTES: 1. 2. 3. 4.

THE LAST DIGIT OF THE MODEL NUMBER DENOTES NUMBER OF CELLS. CONSULT PANWATER FOR TOWER CONFIGURATION EXCEEDING 4 CELLS. PROVIDE SPACE SURROUNDING THE COOLING TOWER FOR INSTALLATION AND MAINTENANCE ACCESS. AVOID LOCATION TOO NEAR ANY VERTICAL OBSTRUCTIONS. FOR COOLING TOWERS EXCEEDING CONFIGURATIONS NOT SHOWN, CONSULT PANWATER FOR TOWER LAYOUT AND FOUNDATION DIMENSION DRAWINGS. PANWATER RESERVES THE RIGHT TO ALTER OR MODIFY THE SPECIFICATION WITHOUT PRIOR NOTICE IN THE INTEREST OF PRODUCT IMPROVEMENT.

20

PCF SERIES... EXTERNAL PIPING LAYOUT MODEL PCF 600 TO PCF 1000

EXTERNAL PIPING DATA Tower Model

Piping Connection Size (mm) NB @ Cold Water Basin Inlet

Outlet

Auto Make-up

Quick Fill

PCF 600-C1

250

250

50

50

PCF 600-C2

250

250

50

PCF 600-C3

250

250

50

PCF 600-C4

250

250

PCF 700-C1

250

PCF 700-C2

Over Flow

Vertical Height (mm)

Horizontal Distance (mm)

Drain

R1 @ Inlet

R2 @ Inlet

D @ Outlet

L1

L2

L3

100

100

3,150

2,350

250

2,250

4,500

2,250

50

100

100

3,370

2,570

250

2,250

4,500

2,250

50

100

100

3,820

3,020

250

2,250

4,500

2,250

50

50

100

100

3,820

3,020

250

2,250

4,500

2,250

250

50

50

100

100

3,200

2,400

250

2,400

4,800

2,400

250

250

50

50

100

100

3,430

2,630

250

2,400

4,800

2,400

PCF 700-C3

250

250

50

50

100

100

3,680

2,880

250

2,400

4,800

2,400

PCF 700-C4

250

250

50

50

100

100

3,680

2,880

250

2,400

4,800

2,400

PCF 800-C1

250

250

50

50

100

100

3,240

2,440

250

2,550

5,100

2,550

PCF 800-C2

250

250

50

50

100

100

3,490

2,690

250

2,550

5,100

2,550

PCF 800-C3

250

250

50

50

100

100

4,000

3,200

250

2,550

5,100

2,550

PCF 800-C4

250

250

50

50

100

100

4,000

3,200

250

2,550

5,100

2,550

PCF 900-C1

300

300

50

50

100

100

3,280

2,480

250

2,700

5,400

2,700

PCF 900-C2

300

300

50

50

100

100

3,550

2,750

250

2,700

5,400

2,700

PCF 900-C3

300

300

50

50

100

100

4,090

3,290

250

2,700

5,400

2,700

PCF 900-C4

300

300

50

50

100

100

4,090

3,290

250

2,700

5,400

2,700

PCF 1000-C1

300

300

50

50

100

100

3,330

2,530

250

2,850

5,700

2,850

PCF 1000-C2

300

300

50

50

100

100

3,610

2,810

250

2,850

5,700

2,850

PCF 1000-C3

300

300

50

50

100

100

4,180

3,380

250

2,850

5,700

2,850

PCF 1000-C4

300

300

50

50

100

100

4,180

3,380

250

2,850

5,700

2,850

NOTES: 1. 2. 3. 4.

ALL INLET AND OUTLET CONNECTIONS SHALL BE FLANGED TO JIS 10K AS STANDARD. CUSTOMER TO PROVIDE ALL NECESSARY EXTERNAL PIPE SUPPORTS FOR ALL INTER-CONNECTING WATER PIPES. FOR COOLING TOWERS EXCEEDING 4 CELLS CONFIGURATION, CONSULT PANWATER FOR TOWER LAYOUT AND FOUNDATION DIMENSIONS. PANWATER RESERVES THE RIGHT TO ALTER OR MODIFY THE SPECIFICATION WITHOUT PRIOR NOTICE IN THE INTEREST OF PRODUCT IMPROVEMENT.

21

PCF SERIES... TOWER FOUNDATION & LAYOUT MODEL PCF 600 TO PCF 1000

TOWER FOUNDATION DIMENSION Tower Model

Center Distance Between Supports (mm) Loading Point L1

L2

L3

Quantity

Loading Data (KGS)

Anchor Bolts

Loading @ A Loading @ B Loading @ C

Quantity

Size

Tower Weight (KGS) Shipping

Operating

PCF 600-C1

4,500

4,500

1,500

16

308

514

822

16

M16

3,800

7,400

PCF 600-C2

9,000

4,500

1,500

28

306

510

817

28

M16

7,500

14,700

PCF 600-C3

13,500

4,500

1,500

40

306

509

815

40

M16

11,200

22,000

PCF 600-C4

18,000

4,500

1,500

52

304

507

811

52

M16

14,800

29,200

PCF 700-C1

4,800

4,800

1,600

16

350

583

933

16

M16

4,300

8,400

PCF 700-C2

9,600

4,800

1,600

28

348

580

928

28

M16

8,500

16,700

PCF 700-C3

14,400

4,800

1,600

40

346

576

922

40

M16

12,600

24,900

PCF 700-C4

19,200

4,800

1,600

52

346

576

922

52

M16

16,800

33,200

PCF 800-C1

5,100

5,100

1,700

16

388

646

1,033

16

M16

4,600

9,300

PCF 800-C2

10,200

5,100

1,700

28

385

642

1,028

28

M16

9,100

18,500

PCF 800-C3

15,300

5,100

1,700

40

383

639

1,022

40

M16

13,500

27,600

PCF 800-C4

20,400

5,100

1,700

52

383

639

1,022

52

M16

18,000

36,800

PCF 900-C1

5,400

5,400

1,800

16

421

701

1,122

16

M16

5,000

10,100

PCF 900-C2

10,800

5,400

1,800

28

419

698

1,117

28

M16

9,900

20,100

PCF 900-C3

16,200

5,400

1,800

40

417

694

1,111

40

M16

14,700

30,000

PCF 900-C4

21,600

5,400

1,800

52

416

693

1,108

52

M16

19,500

39,900

PCF 1000-C1

5,700

5,700

1,900

16

454

757

1,211

16

M16

5,200

10,900

PCF 1000-C2

11,400

5,700

1,900

28

450

750

1,200

28

M16

10,200

21,600

PCF 1000-C3

17,100

5,700

1,900

40

450

750

1,200

40

M16

15,300

32,400

PCF 1000-C4

22,800

5,700

1,900

52

449

748

1,197

52

M16

20,300

43,100

NOTES: 1. 2. 3. 4.

FOUNDATION SHOULD BE DESIGNED TO CATER THE OPERATING WEIGHT OF THE COOLING TOWER. ALL FOUNDATIONS REQUIRED TO BE LEVELLED WITHIN ±3 mm TOLERANCE AND PROVIDED WITH POCKETS FOR ANCHOR BOLTS. FOUNDATION HEIGHT INDICATED IS MINIMUM REQUIREMENT. INCREASE THE HIGHT IF NECESSARY TO SUIT PIPING INSTALLATION. PANWATER RESERVES THE RIGHT TO ALTER OR MODIFY THE SPECIFICATION WITHOUT PRIOR NOTICE IN THE INTEREST OF PRODUCT IMPROVEMENT.

22

PCF SERIES... CONCRETE BASIN LAYOUT MODEL PCF 600 TO PCF 1000

CONCRETE BASIN DIMENSION Tower Model

Center Distance Between Supports (mm) Loading Point Quantity

Loading Data (KGS)

Anchor Bolts

L1

L2

L3

Loading @ A Loading @ B Loading @ C

PCF 600-C1

4,500

4,500

1,500

16

183

306

PCF 600-C2

9,000

4,500

1,500

28

181

PCF 600-C3

13,500

4,500

1,500

40

181

PCF 600-C4

18,000

4,500

1,500

52

180

300

481

PCF 700-C1

4,800

4,800

1,600

16

204

340

544

PCF 700-C2

9,600

4,800

1,600

28

202

337

539

PCF 700-C3

14,400

4,800

1,600

40

200

333

533

PCF 700-C4

19,200

4,800

1,600

52

200

333

533

PCF 800-C1

5,100

5,100

1,700

16

225

375

600

PCF 800-C2

10,200

5,100

1,700

28

223

372

594

PCF 800-C3

15,300

5,100

1,700

40

221

368

PCF 800-C4

20,400

5,100

1,700

52

221

368

PCF 900-C1

5,400

5,400

1,800

16

242

PCF 900-C2

10,800

5,400

1,800

28

PCF 900-C3

16,200

5,400

1,800

PCF 900-C4

21,600

5,400

1,800

PCF 1000-C1

5,700

5,700

PCF 1000-C2

11,400

PCF 1000-C3 PCF 1000-C4

Tower Weight (KGS)

Quantity

Size

Shipping

Operating

489

16

M16

3,500

4,400

302

483

28

M16

6,900

8,700

301

481

40

M16

10,300

13,000

52

M16

13,700

17,300

16

M16

4,000

4,900

28

M16

7,900

9,700

40

M16

11,700

14,400

52

M16

15,600

19,200

16

M16

4,300

5,400

28

M16

8,500

10,700

589

40

M16

12,600

15,900

589

52

M16

16,800

21,200

403

644

16

M16

4,650

5,800

235

392

628

28

M16

9,000

11,300

40

235

392

628

40

M16

13,500

16,950

52

235

392

628

52

M16

18,000

22,600

1,900

16

250

417

667

16

M16

4,800

6,000

5,700

1,900

28

248

413

661

28

M16

9,500

11,900

17,100

5,700

1,900

40

244

407

652

40

M16

14,000

17,600

22,800

5,700

1,900

52

245

408

653

52

M16

18,700

23,500

NOTES: 1. 2. 3. 4.

FOUNDATION SHOULD BE DESIGNED TO CATER THE OPERATING WEIGHT OF THE COOLING TOWER. ALL FOUNDATIONS REQUIRED TO BE LEVELLED WITHIN ±3 mm TOLERANCE AND PROVIDED WITH POCKETS FOR ANCHOR BOLTS. FOR COOLING TOWERS EXCEEDING 4 CELLS CONFIGURATION, CONSULT PANWATER FOR TOWER LAYOUT AND FOUNDATION DIMENSIONS. PANWATER RESERVES THE RIGHT TO ALTER OR MODIFY THE SPECIFICATION WITHOUT PRIOR NOTICE IN THE INTEREST OF PRODUCT IMPROVEMENT.

23

PCF SERIES... GENERAL ARRANGEMENT & LAYOUT MODEL PCF 1200 TO PCF 2000

ENGINEERING DATA Tower

Capacity

Heat Load

Flow Rate

Model

RT

Kcal / hour

m3 / hour

PCF 1200-C1

1,200

PCF 1200-C2

2,400

9,360,000

1,872

12,840

6,440

6,580

6,280

30.0 X 2

3,660

6,128

14

4.8

PCF 1200-C3

3,600

14,040,000

2,808

19,240

6,440

7,280

6,980

30.0 X 3

3,660

6,128

14

5.4

PCF 1200-C4

4,800

18,720,000

3,744

25,640

6,440

7,280

6,980

30.0 X 4

3,660

6,128

14

5.4

PCF 1400-C1

1,400

5,460,000

1,092

6,840

6,840

6,780

6,480

30.00

3,960

7,149

14

4.5

PCF 1400-C2

2,800

10,920,000

2,184

13,640

6,840

7,180

6,880

30.0 X 2

3,960

7,149

14

4.8

PCF 1400-C3

4,200

16,380,000

3,276

20,440

6,840

7,880

7,580

30.0 X 3

3,960

7,149

14

5.5

PCF 1400-C4

5,600

21,840,000

4,368

27,240

6,840

7,880

7,580

30.0 X 4

3,960

7,149

14

5.5

PCF 1600-C1

1,600

6,240,000

1,248

7,240

7,240

6,850

6,550

37.00

4,270

8,170

16

4.6

PCF 1600-C2

3,200

12,480,000

2,496

14,440

7,240

7,240

6,940

37.0 X 2

4,270

8,170

16

4.9

PCF 1600-C3

4,800

18,720,000

3,744

21,640

7,240

8,020

7,720

37.0 X 3

4,270

8,170

16

5.6

PCF 1600-C4

6,400

24,960,000

4,992

28,840

7,240

8,020

7,720

37.0 X 4

4,270

8,170

16

5.6

PCF 1800-C1

1,800

7,020,000

1,404

7,640

7,640

6,930

6,630

37.00

4,570

9,191

16

4.6

PCF 1800-C2

3,600

14,040,000

2,808

15,240

7,640

7,330

7,030

37.0 X 2

4,570

9,191

16

5.0

PCF 1800-C3

5,400

21,060,000

4,212

22,840

7,640

8,150

7,850

37.0 X 3

4,570

9,191

16

5.8

PCF 1800-C4

7,200

28,080,000

5,616

30,440

7,640

8,150

7,850

37.0 X 4

4,570

9,191

16

5.8

PCF 2000-C1

2,000

7,800,000

1,560

8,040

8,040

6,980

6,680

45.00

4,880

10,213

18

4.7

PCF 2000-C2

4,000

15,600,000

3,120

16,040

8,040

7,430

7,130

45.0 X 2

4,880

10,213

18

5.1

PCF 2000-C3

6,000

23,400,000

4,680

24,040

8,040

8,280

7,980

45.0 X 3

4,880

10,213

18

5.9

PCF 2000-C4

8,000

31,200,000

6,240

32,040

8,040

8,280

7,980

45.0 X 4

4,880

10,213

18

5.9

4,680,000

936

Tower Dimension (mm) Length, L 6,440

Width, W 6,440

Motor Size Fan Diameter Air Volume Inlet / Outlet Pump Head

Height, H1 Height, H2 6,230

5,930

Kw 30.00

mm 3,660

M3/Min. 6,128

Pipe Size 14

NOTES: 1. 2. 3. 4.

THE LAST DIGIT OF THE MODEL NUMBER DENOTES NUMBER OF CELLS. CONSULT PANWATER FOR TOWER CONFIGURATION EXCEEDING 4 CELLS. PROVIDE SPACE SURROUNDING THE COOLING TOWER FOR INSTALLATION AND MAINTENANCE ACCESS. AVOID LOCATION TOO NEAR ANY VERTICAL OBSTRUCTIONS. FOR COOLING TOWERS EXCEEDING CONFIGURATIONS NOT SHOWN, CONSULT PANWATER FOR TOWER LAYOUT AND FOUNDATION DIMENSION DRAWINGS. PANWATER RESERVES THE RIGHT TO ALTER OR MODIFY THE SPECIFICATION WITHOUT PRIOR NOTICE IN THE INTEREST OF PRODUCT IMPROVEMENT.

24

M 4.4

PCF SERIES... EXTERNAL PIPING LAYOUT MODEL PCF 1200 TO PCF 2000

EXTERNAL PIPING DATA Tower

Piping Connection Size (mm) NB @ Cold Water Basin

Model

Inlet

Outlet

Auto Make-up Quick Fill

PCF 1200-C1

350

350

65

PCF 1200-C2

350

350

PCF 1200-C3

350

350

PCF 1200-C4

350

PCF 1400-C1

Vertical Height (mm)

Horizontal Distance (mm)

Over Flow

Drain

R1 @ Inlet

R2 @ Inlet

D @ Outlet

L1

L2

L3

65

150

150

2,930

2,630

390

5,600

6,400

800

65

65

150

150

3,250

2,950

390

5,600

6,400

800

65

65

150

150

3,890

3,590

390

5,600

6,400

800

350

65

65

150

150

3,890

3,590

390

5,600

6,400

800

350

350

65

65

150

150

2,990

2,690

390

5,950

6,800

850

PCF 1400-C2

350

350

65

65

150

150

3,330

3,030

390

5,950

6,800

850

PCF 1400-C3

350

350

65

65

150

150

4,010

3,710

390

5,950

6,800

850

PCF 1400-C4

350

350

65

65

150

150

4,010

3,710

390

5,950

6,800

850

PCF 1600-C1

400

400

80

80

150

150

3,050

2,750

390

6,300

7,200

900

PCF 1600-C2

400

400

80

80

150

150

3,410

3,110

390

6,300

7,200

900

PCF 1600-C3

400

400

80

80

150

150

4,130

3,830

390

6,300

7,200

900

PCF 1600-C4

400

400

80

80

150

150

4,130

3,830

390

6,300

7,200

900

PCF 1800-C1

400

400

80

80

150

150

3,110

2,810

390

6,650

7,600

950

PCF 1800-C2

400

400

80

80

150

150

3,490

3,190

390

6,650

7,600

950

PCF 1800-C3

400

400

80

80

150

150

4,250

3,950

390

6,650

7,600

950

PCF 1800-C4

400

400

80

80

150

150

4,250

3,950

390

6,650

7,600

950

PCF 2000-C1

450

450

80

80

150

150

3,170

2,870

390

7,000

8,000

1,000

PCF 2000-C2

450

450

80

80

150

150

3,570

3,270

390

7,000

8,000

1,000

PCF 2000-C3

450

450

80

80

150

150

4,370

4,070

390

7,000

8,000

1,000

PCF 2000-C4

450

450

80

80

150

150

4,370

4,070

390

7,000

8,000

1,000

NOTES: 1. 2. 3. 4.

ALL INLET AND OUTLET CONNECTIONS SHALL BE FLANGED TO JIS 10K AS STANDARD. CUSTOMER TO PROVIDE ALL NECESSARY EXTERNAL PIPE SUPPORTS FOR ALL INTER-CONNECTING WATER PIPES. FOR COOLING TOWERS EXCEEDING 4 CELLS CONFIGURATION, CONSULT PANWATER FOR TOWER LAYOUT AND FOUNDATION DIMENSIONS. PANWATER RESERVES THE RIGHT TO ALTER OR MODIFY THE SPECIFICATION WITHOUT PRIOR NOTICE IN THE INTEREST OF PRODUCT IMPROVEMENT.

25

PCF SERIES... TOWER FOUNDATION LAYOUT MODEL PCF 1200 TO PCF 2000

TOWER FOUNDATION DIMENSION Tower

Center Distance Between Supports (mm) Loading Point L3

Quantity

Loading Data (KGS) Loading @ A

Anchor Bolts

Model

L1

L2

Loading @ B Loading @ C

PCF 1200-C1

6,400

6,400

1,600

25

314

523

838

PCF 1200-C2

12,800

6,400

1,600

45

312

520

831

PCF 1200-C3

19,200

6,400

1,600

65

311

518

PCF 1200-C4

25,600

6,400

1,600

85

310

517

PCF 1400-C1

6,800

6,800

1,700

25

352

PCF 1400-C2

13,600

6,800

1,700

45

PCF 1400-C3

20,400

6,800

1,700

PCF 1400-C4

27,200

6,800

1,700

PCF 1600-C1

7,200

7,200

PCF 1600-C2

14,400

PCF 1600-C3 PCF 1600-C4

Quantity

Tower Weight (KGS)

Size

Shipping

30

M16

6,800

13,400

54

M16

13,400

26,600

829

78

M16

20,000

39,800

827

102

M16

26,500

52,900

586

938

30

M16

7,600

15,000

349

582

931

54

M16

15,000

29,800

65

348

579

927

78

M16

22,300

44,500

85

347

578

925

102

M16

29,600

59,200

1,800

25

390

650

1,041

30

M16

8,300

16,650

7,200

1,800

45

387

645

1,031

54

M16

16,300

33,000

21,600

7,200

1,800

65

386

643

1,028

78

M16

24,300

49,350

28,800

7,200

1,800

85

385

642

1,027

102

M16

32,300

65,700

PCF 1800-C1

7,600

7,600

1,900

25

427

711

1,138

30

M16

8,800

18,200

PCF 1800-C2

15,200

7,600

1,900

45

423

705

1,128

54

M16

17,300

36,100

PCF 1800-C3

22,800

7,600

1,900

65

422

703

1,125

78

M16

25,800

54,000

PCF 1800-C4

30,400

7,600

1,900

85

421

702

1,123

102

M16

34,300

71,900

PCF 2000-C1

8,000

8,000

2,000

25

459

766

1,225

30

M16

9,300

19,600

PCF 2000-C2

16,000

8,000

2,000

45

456

760

1,216

54

M16

18,300

38,900

PCF 2000-C3

24,000

8,000

2,000

65

455

758

1,213

78

M16

27,300

58,200

PCF 2000-C4

32,000

8,000

2,000

85

454

757

1,211

102

M16

36,300

77,500

NOTES: 1. 2. 3. 4.

FOUNDATION SHOULD BE DESIGNED TO CATER THE OPERATING WEIGHT OF THE COOLING TOWER. ALL FOUNDATIONS REQUIRED TO BE LEVELLED WITHIN ±3 mm TOLERANCE AND PROVIDED WITH POCKETS FOR ANCHOR BOLTS. FOUNDATION HEIGHT INDICATED IS MINIMUM REQUIREMENT. INCREASE THE HIGHT IF NECESSARY TO SUIT PIPING INSTALLATION. PANWATER RESERVES THE RIGHT TO ALTER OR MODIFY THE SPECIFICATION WITHOUT PRIOR NOTICE IN THE INTEREST OF PRODUCT IMPROVEMENT.

26

Operating

PCF SERIES... CONCRETE BASIN LAYOUT MODEL PCF 1200 TO PCF 2000

CONCRETE BASIN DIMENSION Tower

Center Distance Between Supports (mm) Loading Point Quantity

Loading Data (KGS)

Anchor Bolts

Loading @ A Loading @ B Loading @ C

Quantity

Size

Tower Weight (KGS)

Model

L1

L2

L3

Shipping

PCF 1200-C1

6,400

6,400

1,600

25

170

284

454

30

M16

6,300

Operating 7,260

PCF 1200-C2

12,800

6,400

1,600

45

168

279

447

54

M16

12,400

14,300

PCF 1200-C3

19,200

6,400

1,600

65

167

279

446

78

M16

18,500

21,400

PCF 1200-C4

25,600

6,400

1,600

85

167

278

445

102

M16

24,600

28,500

PCF 1400-C1

6,800

6,800

1,700

25

189

315

504

30

M16

7,100

8,070

PCF 1400-C2

13,600

6,800

1,700

45

186

311

497

54

M16

13,900

15,900

PCF 1400-C3

20,400

6,800

1,700

65

184

307

492

78

M16

20,700

23,600

PCF 1400-C4

27,200

6,800

1,700

85

184

307

491

102

M16

27,500

31,400

PCF 1600-C1

7,200

7,200

1,800

25

209

348

556

30

M16

7,700

8,900

PCF 1600-C2

14,400

7,200

1,800

45

206

344

550

54

M16

15,200

17,600

PCF 1600-C3

21,600

7,200

1,800

65

205

341

546

78

M16

22,600

26,200

PCF 1600-C4

28,800

7,200

1,800

85

204

340

544

102

M16

30,000

34,800

PCF 1800-C1

7,600

7,600

1,900

25

225

375

600

30

M16

8,100

9,600

PCF 1800-C2

15,200

7,600

1,900

45

223

371

594

54

M16

16,000

19,000

PCF 1800-C3

22,800

7,600

1,900

65

221

368

590

78

M16

23,800

28,300

PCF 1800-C4

30,400

7,600

1,900

85

220

367

588

102

M16

31,600

37,600

PCF 2000-C1

8,000

8,000

2,000

25

234

391

625

30

M16

8,500

10,000

PCF 2000-C2

16,000

8,000

2,000

45

231

385

616

54

M16

16,700

19,700

PCF 2000-C3

24,000

8,000

2,000

65

230

383

613

78

M16

24,900

29,400

PCF 2000-C4

32,000

8,000

2,000

85

229

382

611

102

M16

33,100

39,100

NOTES: 1. 2. 3. 4.

FOUNDATION SHOULD BE DESIGNED TO CATER THE OPERATING WEIGHT OF THE COOLING TOWER. ALL FOUNDATIONS REQUIRED TO BE LEVELLED WITHIN ±3 mm TOLERANCE AND PROVIDED WITH POCKETS FOR ANCHOR BOLTS. FOR COOLING TOWERS EXCEEDING 4 CELLS CONFIGURATION, CONSULT PANWATER FOR TOWER LAYOUT AND FOUNDATION DIMENSIONS. PANWATER RESERVES THE RIGHT TO ALTER OR MODIFY THE SPECIFICATION WITHOUT PRIOR NOTICE IN THE INTEREST OF PRODUCT IMPROVEMENT.

27

THE COOLING TOWER BEHIND THE INDUSTRY PET Series Induced draft cross flow cooling towers using timber splash bars as fill media supported on SS 304 grids. Tower structure constructed from Malaysian hardwood with heavy duty design mechanical equipment for continuous operation & long life span. Most commonly used in applications where water is contaminated and high temperature service. Industries with dusty environment, minimum maintenance provisions and continuous operational duration is anticipated.

PEG Series Induced

draft cross flow cooling towers with high efficiency PVC fill media and drift eliminators. Tower structures are fabricated from hot dip galvanized heavy gauge sections with FRP hot water basin, cold water basin and exterior casing. Most suitable for cooling water requires very low temperature and high efficiency with respect to power consumption. Applicable to process water with comprehensive water treatment programme. larger flow capacity and limited plot area.

PCT Series Induced draft cross flow cooling towers with high efficiency PVC fill media and drift eliminators. Tower structures are constructed from either Malaysian hardwood, zinc galvanised steel or FRP pultrusions. Most commonly used for process water requires very low temperature and high efficiency with respect to power consumption. Applicable to process water with comprehensive water treatment programme. larger flow capacity and limited plot area.

PCC Series A similar type of cooling tower to the PCT Series except the tower structure is constructed of reinforced concrete. This type of cooling tower offer unlimited life span commonly applicable to larger cooling tower size only. Although the initial construction cost is relatively higher, long life span and low maintenence cost over a longer term encourage this type of cooling tower to be used in heavy industries and power plants where continuous operation over very long term is expected.

Manufacturer :

PANWATER ENGINEERING SDN. BHD (173663-M) Lot 817, AL 288, Jalan Kampung, Kampung Baru Sungai Buluh, 47000 Sungai Buluh, Selangor Darul Ehsan, Malaysia. Tel : 603-6157 9399 (Hunting Line) / 603-6157 5199 / 603-6156 8022 / 603-6156 9190 / 603-6156 9189 Fax : 603-6157 0399 E-mail : [email protected]

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