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REGENERATION AND OPERATION OF DEMINERALISED WATER PLANT

To describe standard operating procedure for regeneration and operation of Demineralised water plant.

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Description

1.0 PURPOSE:
    
    To describe standard operating procedure for regeneration and operation of Demineralised water plant.
    
2.0    SCOPE:
    
    The  standard  operating  procedure describes  in  detail  the   method  of Regeneration and operation of  Demineralised  water  plant. 
    
3.0    RESPONSIBILITY:
    
    The responsibility of Regenerating and operating the Demineralised water plant lies with the staff of rank not lower than the chargeman of maintenance department. 
        
The responsibility of preparing, reviewing and approving the standard operating procedure lies with the Executive - Maintenance, Manager  -  Maintenance,  Head of Production and Head of QAD respectively.
    
4.0    METHOD:
    
4.1    REGENERATION OF DM WATER PLANT:

4.1.1    Back wash:

4.1.1.1    Strong acid cation bed is back washed by opening valves V5  &   V6 and closing valves V1, V2, V3, V4  and V7.

4.1.1.2    Weak  base anion bed is backwashed by opening valves V7,  V31  and V32 and close valves V6, V8, V14, V15 and V12.

    
4.1.1.3    Strong base anion bed is backwashed by opening valves V8, V16   and V17 and closing valves V31, V32, V9, V10, V13, and V18.

4.1.1.4    Mixed bed is backwashed by opening valves V18, V33 & V27  and  closing  valves V17, V22, V19, V28, V34, V35, V26,  V20,  V29,  V30.

4.1.2    Regeneration of strong Acid cation bed (S.A.C):
 
4.1.2.1       Strong acid cation bed is back washed by opening valves V5  &   V6 and closing valves V1, V2, V3, V4  and V7.

4.1.2.2      Weak  base anion bed is backwashed by opening valves V7,  V31  and V32 and close valves V6, V8, V14, V15 and V12.

4.1.2.3    Strong base anion bed is backwashed by opening valves V8, V16   and V17 and closing valves V31, V32, V9, V10, V13, and V18.

4.1.2.4     Mixed bed is backwashed by opening valves V18, V33 & V27  and  closing  valves V17, V22, V19, V28, V34, V35, V26,  V20,  V29,  V30.

4.1.2.5       Prepare  210 L. of dilute Hcl by  mixing 70 lits.  of  concentrated Hcl with 140 L. of DM water in a HDPE drum.

4.1.2.6       Close  valves V5, V7, Suck dilute HCl by opening valve V2,  V3  and  V4.  Simultaneously feed raw water by opening  valve  V1,    with  the help of ejector, dilute Hcl along with  water  sucks   into  strong  acid  cation (SAC) bed.  This  process  will  be completed in about 45 min.

4.1.2.7       Close valve V2 and continue 5 min. for slow rinsing.

4.1.2.8        Open valve V5, close valve V1 and V3 and wash the column with  water for about  20 min by opening valve V6.

4.1.3    Regeneration of weak base anion and strong base anion beds (W.B.A):

4.1.3.1        After washing is completed, close V6.  

4.1.3.2        Prepare alkali solution by dissolving  16 kgs NaoH flakes  in  160 L. DM water.

4.1.3.3        Open valves V7 and V9, V10, V11, V12 and then V13.

4.1.3.4        Suck alkali solution through valve V13 for about 35 min. into  the beds. 

4.1.3.5        Close valve V13 & rinse slowly for about 5 min.

4.1.3.6        Close  valves  V8,  V9, V10, V11 and open  V14  and  continue  washing with water till pH of the W.B.A is 6 to 7.

4.1.3.7        Close valves V12, V18, open valves V15, V16, V17 and continue   washing with water till pH of the S B A is 9-10.

4.1.4          Regeneration of mixed bed (M.B):

4.1.4.1        Prepare alkali solution by dissolving 1.4 kg of NaoH in 14 lits of water.   Also prepare dilute Hcl solution by diluting 4 L. of concentrated Hcl with 10 L. of DM water.

4.1.4.2        Close  Valve V17, open valves V18, V19, V20 and V21 and  feed   alkali  to the  mixed bed for about 10 min. with the help  of   ejector.

4.1.4.3        Close valve V21 and continue  washing for about 10 min. more.

4.1.4.4        Close valve V19, open valves V22 and V23. Suck  the Hcl  with   the ejector for about 10 min.

    
4.1.4.5        Close valve V23 and continue washing for another 5 min.

4.1.4.6        Stop water supply to the DM plant.

4.1.4.7        Close valves V18, V20, V22, V25 and open valves V26, V27  and  V24 in that order.

4.1.4.8        Allow air mixing  for about 10 min.

4.1.4.9        Close valves V24, V26, V27 open V25.

4.2     Start  water  supply, open valves V18, V28, V29 and  continue  washing  till the pH is  5 to 7.

4.3     After getting pH 5 - 7, collect the water from V29 and send the sample to QC laboratory for analysis of pH and conductivity along with request cum test report as per format xxxxx as shown in Annexure-I.

4.4    If the sample passes both the tests, collect the water into the SS316L DM water storage tank (T-01) through U-V lamp and flow meter by closing valve V29 and by opening valve V30.

4.5    If the sample does not pass the tests, repeat the DM water regeneration.  

4.6    Record the DM water plant Regeneration data in the Register MTCE/Reg/016 as shown in Annexure-II.

4.7    Record the DM plant operation data for every 10 – 15 min. of operation in the Register MT/Reg/017 as shown in Annexure-III.

    
    
4.8    DM water batch No. shall be given for every 24 hrs. of operation as DM/YY/XXX.

Where        DM    -    Stands for DM water
        YY    -    Stands for current financial year.
        XXX    -    Stands for DM water batch no.

4.9    Ensure that the DM water in the SS316L storage tank (T-01) is completely drained prior to collection of New batch DM water. 

4.10    Flow diagram of DM water plant is shown in Annexure-IV.

4.11    FREQUENCY OF REGENERATION:

    The   DM   water   plant  shall   be  regenerated   when   the   conductivity   exceeds   1.0 µs/cm (Acceptance limit for  conductivity is  not  more than 1.3 µs/cm).

5.0         RECORDING:
       
The responsibility of recording the regeneration and operation data as per the Annexures lies with the staff of rank not lower than the chargeman.         


 

Tags

Demineralised water plant, engineering, strong acid

References

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