cw pumps

21

Upload: raja-ramachandran

Post on 21-Nov-2015

10 views

Category:

Documents


2 download

DESCRIPTION

cwpumps

TRANSCRIPT

  • SELECTION OF PUMPSFOR SELECTION OF ANY PUMPS THE FOLLOWING TWO PARAMETERS ARE ESSENTIAL IN ADDITION TO OTHERS

    THE CAPACITY TO BE HANDLEDTHE HEAD TO BE DEVELOPED

  • CW PUMPSFOR CIRULATING WATER PUMPS

    THE CAPACITY TO BE HANDLED IS LARGETHE HEAD TO BE DEVELOPED IS LOW

  • DETERMINING THE CAPACITYCAPACITY IS DETERMINED BASED ON THE HEAT TO BE REMOVED FROM THE CONDENSERIN ANY POWER PLANT ARROUND 55 % OF THE TOTAL HEAT INPUT IS REMOVED IN THE CONDENSERTHIS HEAT IS DISCHARGED BY THE CIRCULATING WATER

  • THE SCHEME

  • THE Q OUTFOR A 210 MW POWER PLANT THE Q OUT IS ARROUND 248325000 KILO CALORIES PER HOUR

    CONSIDERING A T OF 9 C THE FLOW REQUIRED IS 27591666.66 Kgs/Hr ie 27591.6 M3/Hr

    WITH A 10 % MARGIN IT IS ARROUND 30500 M3/Hr

    THIS IS THE CAPACITY WE HAVE

  • THE T THE T IS THE RANGE OF COOLING CONSIDERED IN COOLING TOWERFOR A LESSER RANGE MORE WATER HAS TO FLOWFOR MORE WATER FLOW MORE SHOULD BE THE SIZE OF CONDENSERHENCE OPTIMAL VALUE HAS TO BE CHOSEN

  • THE APPROACHTHE RANGE IS ALSO DEPENDING ON THE APPROACHie APPROACH TO THE WET BULB TEMPERATUREWET BULB TEMPERATURE IS DECIDED BY NATURE FOR A GIVEN AREA

  • THE HEAD REQUIREDTHE HEAD REQUIRED BY THE CW PUMP IS THE STATIC HEAD AND THE FRICTION HEAD IN THE CW CIRCUITTHE FRICTION HEAD INCLUDES THE HEAD LOSS IN PIPE LINES, CONDENSER, COOLING TOWER VALVES ETC

  • THE HEAD REQUIREDTHE HEAD REQUIRED FOR CIRCULATING WATER IS OPTIMISED ARROUND 16 TO 28 METERS

    FOR THE 210 MW UNITS IN NEYVELI IT IS ARROUND 24 METERS

  • THE PUMP SELECTIONONCE THE CAPACITY AND HEAD OF THE PUMPS ARE CALCULATED THE PUMP CAN BE SELECTEDTHE CAPACITY AND HEAD ARE THE TWO VITAL PARAMETERS FOR PUMP SELECTION

  • THE CW PUMPTHE CAPCITY IS HIGH AND THE HEAD IS LOWFOR THIS TWO TYPES OF PUMPS CAN BE SELECTEDTHE MIXED FLOW PUMP ORTHE AXIAL FLOW PUMP

  • THE MIXED FLOW IMPELLER

  • THE AXIAL FLOW IMPELLER

  • H-Q CURVE OF MIXED FLOW PUMPS

  • H-Q CURVE OF AXIAL FLOW PUMPS

  • THE CHOICEAMONG THE TWO THE MIXED FLOW IMPELLER IS THE PREFERED CHOICEFROM THE H-Q CURVE IT IS OBSERVED THAT POWER CONSUMPTION OPTIMAL AT THE OPERATING POINT FOR THE MIXED FLOW PUMPS

  • IN CASE OF AXIAL FLOW PUMPS IT HAS TO STARTED WITH A PARTIALY OPEN VALVETHIS IS NOT ESSENTIAL FOR MIXED FLOW PUMPSFURTHER THE MOTOR RATING FOR THE MIXED FLOW PUMP CAN BE OPTIMAL

  • PUMP CONSTRUCTION DEPENDING ON THE QUALITY OF WATER THE PUMP CAN BEPULL OUT TYPE OR NON PULL OUT TYPE IN CASE OF PULL OUT TYPE THE LINE SHAFT BEARINGS ARE LUBRICATED WITH SEPARATE CLEAN WATER

  • OTHER CHOICES WHEN THE CAPACITY TO BE HANDLED IS LARGE ANOTHER OPTION AVAILABLE IS CONCRETE VOLUITE PUMPSTHE 500 MW SETS USE CONCRETE VOLUTE PUMPS