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EASY                  ENVIRONM
                        COST
DURABLE   MAINTAINE                 ENT
                      EFFECTIVE
              D                   FRIENDLY
SEA WATER COOLING TOWERS
               AGENDA

•   INTRODUCTION

•   INFRASTRUCTURE REQUIRMENT

•   TYPES OF SEAWATER COOLING

•   TYPES OF COOLING TOWERS

•   ADVANTEGES OF CIRCULAR COOLING TOWER

•   DISADVANTEGES OF CIRCULAR COOLING TOWER

•   THE BIG STORY – CASE STUDY
SEA WATER COOLING TOWERS
            INTRODUCTION
•COOLING TOWERS ARE A VERY IMPORTANT PART OF MANY
PLANTS. NOT ONLY DISTRICT COOLING PLANTS BUT ALSO MOST OF
INDUSTRIAL PLANTS.
SEA WATER COOLING TOWERS
             WHY DO WE USE SEAWATER
             COOLING TOWERS?
1. DURABLE
2. EASY MAINTAINED
3. ENERGY CONSERVATION
4. ENVIRONMENT FRIENDLY
5. COST EFFECTIVE ALTERNATIVE
  SOLUTION DUE TO THE ELEVATED
  COST OF POTABLE WATER.
6. SCARCITY OF WATER RESOURCES.
SEA WATER COOLING TOWERS


    • WHY DO INDUSTRIES NEED SEA
      WATER COOLING SYSTEM ? .
•   HEAT REJECTION FROM INDUSTRIES.

•   COOLING MEDIA IS REQUIRED TO ABSORB HEAT

•   THE SYSTEM PROVIDE SEA WATER TO BE THE
    COOLING MEDIA TO ABSORB HEAT FROM
    INDUSTRIES AND DISSIPATE HEAT INTO THE SEA.
SEA WATER COOLING TOWERS

             INFRASTRUCTURE REQUIRREMENT

1. SEA WATER INTAKE
  STRUCTURE.
2. PUMPING STATION.
3. PIPING OR CANAL.
4. INDUSTRIES OFF-TAKE
  STRUCTURES.
5. OUTFALL STRUCTURE.
SEA WATER COOLING TOWERS


    • TYPES OF SEA WATER COOLING

•   ONCE THROUGH.

•    EVAPORATIVE COOLING.


•   RE-CIRCULATING COOLING TOWERS
SEA WATER COOLING TOWERS
                TYPES OF COOLING TOWERS




NATURAL DRAFT                             MECHANICAL DRAFT




                  FAN ASSISTED NATURAL DRAFT
SEA WATER COOLING TOWERS
               ADVANTAGES FOR CIRCULAR TYPE

1. NATURAL DRAUGHT DURING WINTER
  OPERATION (APPROX. < 20 DEGREE C)
2. NO RESTRICTIONS FOR TOWER
  SITTING WITHIN THE SITE
3. UNBIASED TO WIND DIRECTION
  THERFOR, THERE IS NO ISSUE WITH
  THE TOWER ORINATION.
4. SHORT DISTANCE TO PROCESS PLANT
  ( LESS PIPING)
SEA WATER COOLING TOWERS
               ADVANTAGES FOR CIRCULAR TYPE

5. NO RECIRCULATION, NO INTERFERENCE

6. PLUME FORMING FAR AWAY FROM THE GROUND LEVEL

7. EASY CONTROL SYSTEM

8. LOW EMISSION IN CASE OF SALT WATER

9. LOWER TOTAL INVESTMENT COST (EARTHWORKS + COOLING

  TOWER + PIPING)

10. LESS SPACE REQUIREMENT (SEE FIG. -1)
SEA WATER COOLING TOWERS
ADVANTAGES FOR CIRCULAR TYPE




                     FIGURE -1
                     LESS SPACE REQUIREMENT
SEA WATER COOLING TOWERS
                ADVANTAGES
11. LOWER POWER CONSUMPTION.
12. LESS MAINTENANCE.
13. LONGER LIFE. (MECHANICAL SECTION
  AWAY FROM PLUME WITH SALT CONTENT
  IN DRIFT).
14. PEOPLE LIVING IN BUILDINGS IN THE
  SURROUNDING AREA WILL NOT LOOK
  DOWN TO SEE HUNDREDS OF REVOLVING
  FANS WHICH IS THE CASE IN CELL
  TYPE. CIRCULAR DESIGN GENERALLY
  REQUIRES MAXIMUM 1-4 TOWERS WHERE
  THE FANS ARE CONCEALED FROM VIEW.
SEA WATER COOLING TOWERS
               DISADVANTAGES

1. THERE IS NO FINANCIAL INCENTIVE FOR
  DEVELOPERS OR DISTRICT COOLING PROVIDERS.
2. SPECIAL CHILLERS AND TUBING.
3. HIGH INTIAL INFRASTRUCTURE COST.
4. TEMPERATURE VARIATIONS IMPACT MARINE LIFE
5. LOCAL AUTHORITIES REGULATION
SEA WATER COOLING TOWERS
                DISADVANTAGES

6. TO BE USED ONLY FOR SHOPPING CENTERS
  AND LOWRISE BUILDINGS.
7. GEOGRAPHIC LOCATION LIMITATIONS.
8. MAINTAINING THE DELIVERY SYSTEM.
9. DISCHARGE SEAWATER TEMPRATURE
  LIMITATION.
SEA WATER COOLING TOWERS




  CASE STUDY

JUBAIL INDUSTRIAL CITY
    SAUDI ARABIA
SEA WATER COOLING TOWERS

    SWC SYSTEM COMPONENTS AT JUBAIL 1
•   SEA WATER INTAKE ( INTAKE CHANNEL AND PUMP
    STATION )
•   CANAL SYSTEM
    • 3 CANALS SEGMENTS WITH 3 COMPARTMENTS (
       SUPPLY , SUPPLY / RETURN , RETURN )

•   INVERTED SIPHONS BETWEEN CANALS SEGMENTS

•   INDUSTRIES OFF-TAKE STRUCTURES AND
    LATERALS PIPES
•   OUTFALL STRUCTURE
SEA WATER COOLING TOWERS
                      ONCE THROUGH CONCEPT

Sea Water         + 10 o C
Return ( Hot )                                            HOT
                                                          PROCESS
                                                          WATER
                                      TYPICAL
                                      PLATE HEAT
                             Q IN     EXCHANGER
Q SWC
SUPPLY
                                                         COLD PROCESS
                                                         WATER

SEA WATER
SUPPLY ( COLD )                     ALL WATER FORM SWC SYSTEM PASS
                                      THROUGH THE INDUSTRY HEAT
                                      EXCHANGER
    INDUSTRIES FENCE
                                      Q SWC SUPPLY = Q IN
SEA WATER COOLING TOWERS
SEA WATER COOLING TOWERS

     INTAKE CHANNEL
INTAKE CHANNEL




                DREDGED CHANNEL



                                        ARABIAN
                                        GULF




Length : 2.5 KM
Width : 60 – 190 M (Dredged Channel)
Depth : - 3.7m RCD
SWC PUMP STATION I & II


 SWC 1                       SWC 2




A-A
SEA WATER COOLING TOWERS
PUMP STATION
SWC PUMP STATION
INVERTED SIPHONS




Start of                      End of
Canal 2                       Canal 1




               Siphons
               Pipes
OFF-TAKE STRUCTURE
                                      SUPPLY            RETURN
                                      STRUCTURE         STRUCTURE       ACCESS
                                                                        BRIDGE
FLOW MEASUREMENT
CHAMBER




                               S                  S/R               R




  SEAWATER TO
                   LATERAL PIPELINE
  USER INDUSTRY
OUTFALL
CAPACITY OF THE PUMP STATION



                      Ultimate Pump Stations              Summer
                             Capacity                 Operation ( Peak )

                    Total     Pump Flow    Max Flow   Total      Total Flow
                    Pumps     m3/s         m3/s       Pumps      m3/s



Large / Small
Pumps               18 / 10   13.5 /10.3   346        16 /8      298



Total Flow
( 1000 m3 / hr )    28                     1,245      24 ( 4 )   1,074
Canal ( 1, 2 ,3 and 4 )



          Siphon 3


                           Canal 3


                                           Pump
                                           Station
          Siphon 2
                                Canal 1


                                                Siphon 4
Canal 2         Siphon 1


                                          Outfall
CAPACITY OF THE CANAL SYSTEM

• ORIGINAL DESIGN CAPACITY IS 816,000 M3/HR USING THE
  ORIGINAL CONCEPT OF ONE S COMPARTMENT , ONE R
  COMPARTMENT AND KEEP THE S/R AS STAND-BY

• CONCEPT HAS BEEN MODIFIED TO USE S AND S/R
  COMPARTMENTS IN OPERATION AS SUPPLY CANALS
  DURING PEAK AND ONLY R COMPARTMENT USED FOR
  RETURN. THIS WILL DOUBLE THE SUPPLY CAPACITY.
  HOWEVER ,

• THE CAPACITY OF THE RETURN CANAL CAN DELIVER
  970,000 M3/ HR . SO OTHER MODIFICATION INTRODUCED.

• PETROKEMYA BYPASS, THE CANAL DISCHARGE CAPACITY
  CAN BE INCREASED BY 190,000 M3 / HR (2 PIPES)
  INCREASING THE TOTAL CANALS DISCHARGE CAPACITY
  TO 1,160,000 M3 / HR .
SEA WATER COOLING TOWERS




    CONCLUSION

SEA WATER COOLING IS THE
 ONE FOR OUR INDUSTRIES
SEA WATER COOLING TOWERS
SEA WATER COOLING TOWERS

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Hisham hajaj, stanley consultants

  • 1. EASY ENVIRONM COST DURABLE MAINTAINE ENT EFFECTIVE D FRIENDLY
  • 2. SEA WATER COOLING TOWERS AGENDA • INTRODUCTION • INFRASTRUCTURE REQUIRMENT • TYPES OF SEAWATER COOLING • TYPES OF COOLING TOWERS • ADVANTEGES OF CIRCULAR COOLING TOWER • DISADVANTEGES OF CIRCULAR COOLING TOWER • THE BIG STORY – CASE STUDY
  • 3. SEA WATER COOLING TOWERS INTRODUCTION •COOLING TOWERS ARE A VERY IMPORTANT PART OF MANY PLANTS. NOT ONLY DISTRICT COOLING PLANTS BUT ALSO MOST OF INDUSTRIAL PLANTS.
  • 4. SEA WATER COOLING TOWERS WHY DO WE USE SEAWATER COOLING TOWERS? 1. DURABLE 2. EASY MAINTAINED 3. ENERGY CONSERVATION 4. ENVIRONMENT FRIENDLY 5. COST EFFECTIVE ALTERNATIVE SOLUTION DUE TO THE ELEVATED COST OF POTABLE WATER. 6. SCARCITY OF WATER RESOURCES.
  • 5. SEA WATER COOLING TOWERS • WHY DO INDUSTRIES NEED SEA WATER COOLING SYSTEM ? . • HEAT REJECTION FROM INDUSTRIES. • COOLING MEDIA IS REQUIRED TO ABSORB HEAT • THE SYSTEM PROVIDE SEA WATER TO BE THE COOLING MEDIA TO ABSORB HEAT FROM INDUSTRIES AND DISSIPATE HEAT INTO THE SEA.
  • 6. SEA WATER COOLING TOWERS INFRASTRUCTURE REQUIRREMENT 1. SEA WATER INTAKE STRUCTURE. 2. PUMPING STATION. 3. PIPING OR CANAL. 4. INDUSTRIES OFF-TAKE STRUCTURES. 5. OUTFALL STRUCTURE.
  • 7. SEA WATER COOLING TOWERS • TYPES OF SEA WATER COOLING • ONCE THROUGH. • EVAPORATIVE COOLING. • RE-CIRCULATING COOLING TOWERS
  • 8. SEA WATER COOLING TOWERS TYPES OF COOLING TOWERS NATURAL DRAFT MECHANICAL DRAFT FAN ASSISTED NATURAL DRAFT
  • 9. SEA WATER COOLING TOWERS ADVANTAGES FOR CIRCULAR TYPE 1. NATURAL DRAUGHT DURING WINTER OPERATION (APPROX. < 20 DEGREE C) 2. NO RESTRICTIONS FOR TOWER SITTING WITHIN THE SITE 3. UNBIASED TO WIND DIRECTION THERFOR, THERE IS NO ISSUE WITH THE TOWER ORINATION. 4. SHORT DISTANCE TO PROCESS PLANT ( LESS PIPING)
  • 10. SEA WATER COOLING TOWERS ADVANTAGES FOR CIRCULAR TYPE 5. NO RECIRCULATION, NO INTERFERENCE 6. PLUME FORMING FAR AWAY FROM THE GROUND LEVEL 7. EASY CONTROL SYSTEM 8. LOW EMISSION IN CASE OF SALT WATER 9. LOWER TOTAL INVESTMENT COST (EARTHWORKS + COOLING TOWER + PIPING) 10. LESS SPACE REQUIREMENT (SEE FIG. -1)
  • 11. SEA WATER COOLING TOWERS ADVANTAGES FOR CIRCULAR TYPE FIGURE -1 LESS SPACE REQUIREMENT
  • 12. SEA WATER COOLING TOWERS ADVANTAGES 11. LOWER POWER CONSUMPTION. 12. LESS MAINTENANCE. 13. LONGER LIFE. (MECHANICAL SECTION AWAY FROM PLUME WITH SALT CONTENT IN DRIFT). 14. PEOPLE LIVING IN BUILDINGS IN THE SURROUNDING AREA WILL NOT LOOK DOWN TO SEE HUNDREDS OF REVOLVING FANS WHICH IS THE CASE IN CELL TYPE. CIRCULAR DESIGN GENERALLY REQUIRES MAXIMUM 1-4 TOWERS WHERE THE FANS ARE CONCEALED FROM VIEW.
  • 13. SEA WATER COOLING TOWERS DISADVANTAGES 1. THERE IS NO FINANCIAL INCENTIVE FOR DEVELOPERS OR DISTRICT COOLING PROVIDERS. 2. SPECIAL CHILLERS AND TUBING. 3. HIGH INTIAL INFRASTRUCTURE COST. 4. TEMPERATURE VARIATIONS IMPACT MARINE LIFE 5. LOCAL AUTHORITIES REGULATION
  • 14. SEA WATER COOLING TOWERS DISADVANTAGES 6. TO BE USED ONLY FOR SHOPPING CENTERS AND LOWRISE BUILDINGS. 7. GEOGRAPHIC LOCATION LIMITATIONS. 8. MAINTAINING THE DELIVERY SYSTEM. 9. DISCHARGE SEAWATER TEMPRATURE LIMITATION.
  • 15. SEA WATER COOLING TOWERS CASE STUDY JUBAIL INDUSTRIAL CITY SAUDI ARABIA
  • 16. SEA WATER COOLING TOWERS SWC SYSTEM COMPONENTS AT JUBAIL 1 • SEA WATER INTAKE ( INTAKE CHANNEL AND PUMP STATION ) • CANAL SYSTEM • 3 CANALS SEGMENTS WITH 3 COMPARTMENTS ( SUPPLY , SUPPLY / RETURN , RETURN ) • INVERTED SIPHONS BETWEEN CANALS SEGMENTS • INDUSTRIES OFF-TAKE STRUCTURES AND LATERALS PIPES • OUTFALL STRUCTURE
  • 17. SEA WATER COOLING TOWERS ONCE THROUGH CONCEPT Sea Water + 10 o C Return ( Hot ) HOT PROCESS WATER TYPICAL PLATE HEAT Q IN EXCHANGER Q SWC SUPPLY COLD PROCESS WATER SEA WATER SUPPLY ( COLD ) ALL WATER FORM SWC SYSTEM PASS THROUGH THE INDUSTRY HEAT EXCHANGER INDUSTRIES FENCE Q SWC SUPPLY = Q IN
  • 19. SEA WATER COOLING TOWERS INTAKE CHANNEL
  • 20. INTAKE CHANNEL DREDGED CHANNEL ARABIAN GULF Length : 2.5 KM Width : 60 – 190 M (Dredged Channel) Depth : - 3.7m RCD
  • 21. SWC PUMP STATION I & II SWC 1 SWC 2 A-A
  • 22. SEA WATER COOLING TOWERS PUMP STATION
  • 24. INVERTED SIPHONS Start of End of Canal 2 Canal 1 Siphons Pipes
  • 25. OFF-TAKE STRUCTURE SUPPLY RETURN STRUCTURE STRUCTURE ACCESS BRIDGE FLOW MEASUREMENT CHAMBER S S/R R SEAWATER TO LATERAL PIPELINE USER INDUSTRY
  • 27. CAPACITY OF THE PUMP STATION Ultimate Pump Stations Summer Capacity Operation ( Peak ) Total Pump Flow Max Flow Total Total Flow Pumps m3/s m3/s Pumps m3/s Large / Small Pumps 18 / 10 13.5 /10.3 346 16 /8 298 Total Flow ( 1000 m3 / hr ) 28 1,245 24 ( 4 ) 1,074
  • 28. Canal ( 1, 2 ,3 and 4 ) Siphon 3 Canal 3 Pump Station Siphon 2 Canal 1 Siphon 4 Canal 2 Siphon 1 Outfall
  • 29. CAPACITY OF THE CANAL SYSTEM • ORIGINAL DESIGN CAPACITY IS 816,000 M3/HR USING THE ORIGINAL CONCEPT OF ONE S COMPARTMENT , ONE R COMPARTMENT AND KEEP THE S/R AS STAND-BY • CONCEPT HAS BEEN MODIFIED TO USE S AND S/R COMPARTMENTS IN OPERATION AS SUPPLY CANALS DURING PEAK AND ONLY R COMPARTMENT USED FOR RETURN. THIS WILL DOUBLE THE SUPPLY CAPACITY. HOWEVER , • THE CAPACITY OF THE RETURN CANAL CAN DELIVER 970,000 M3/ HR . SO OTHER MODIFICATION INTRODUCED. • PETROKEMYA BYPASS, THE CANAL DISCHARGE CAPACITY CAN BE INCREASED BY 190,000 M3 / HR (2 PIPES) INCREASING THE TOTAL CANALS DISCHARGE CAPACITY TO 1,160,000 M3 / HR .
  • 30. SEA WATER COOLING TOWERS CONCLUSION SEA WATER COOLING IS THE ONE FOR OUR INDUSTRIES