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Coagulating Chemicals
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Utilitiesman (Advanced) - Manual for electric, plumbing, water and other utilities
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Jar Test, Continued

coagulant selected for trial by adding 10 grams of coagulant to 1 liter of distilled water. 2. Correct the pH of a sample of raw water to within the optimum range for the coagulant being tested (only if the pH is to be adjusted to the   same   extent   in   actual   plant   operation). Divide the raw water into six 1 liter samples, 3 . Add   0.5   ml   of   standard   coagulant solution  to  one  sample  of  raw  water,  1.0  ml  to the second sample, 2.0 ml to the third sample, 3.0 ml to the fourth sample, 4.0 ml to the fifth sample,  and  5.0  ml  to  the  sixth  sample.  The result  is  a  dosage  of  5,  10,  20,  30,  40,  and  50 mg/1,   respectively. 4. Agitate samples in the jar test apparatus at  a  velocity  about  equal  to  the  treatment equipment  you  are  using  and  for  the  same length  of  time  as  the  treatment  equipment mixing time. 5. Keep   the   samples   at   the   same temperature   as   water   passing   through   your treatment equipment. 6.  After  stirring,  let  the  samples  settle  for 30 minutes. 7.  Siphon  off  a  sample  of  the  supematant and  determine  the  turbidity  by  using  a turbidimeter. 8.  The  smallest  amount  of  coagulant  that produces  the  lowest  turbidity  represents  the optimum   dosage.   Multiply   the   coagulant dosage  in  mg/1  (  step  5  above)  by  8.33  to  get the correct chemical feed in pounds per million gallons. 9. Repeat the steps for each chemical used until satisfactory results are obtained. As  to  acceptability,  the  taste  and  odor  of water  must  be  considered  from  the  user’s  point of   view.   Tastes   and   odors   of   water   are m o s t    c o m m o n l y    c a u s e d    b y    a l g a e, decomposing   organic   material,   dissolved gases, or industrial wastes. Potability is not fleeted  by  the  presence  of  odors  and tastes.  On  the  other  hand,  palatability  is frequently   affected,   particularly   when   a substance such as bone or fish oil is present. Tastes   and   odors   that   make   water unpalatable  must  be  removed.  Use  of  free available  chlorine,  aeration,  and  activated carbon  can  do  much  to  prevent  or  remove unacceptable  tastes  and  odors  from  treated water. The  use  of  free  available  chlorine is  advantageous  because  most  odors  and tastes are removed and rigorous disinfection is  assured. Activated  carbon  is  the  most  widely used  single  process  for  taste  and  odor removal.   Aeration   and   copper   sulfate treatment  are  also  used.  All  three  methods are  described  below.  The  method  used depends upon the substance or substances to be removed and the equipment available. l   Activated   carbon   is   an   excellent absorbing  agent  to  use  in  ridding  water  of unpleasant  tastes  and  odors.  It  is  also  an effective   agent   for   removal   of   organic color.  It  is  insoluble  and  tends  to  float unless  all  particles  are  wetted  thoroughly by  being  made  into  a  slurry  before  being added   to   the   water.   When   continuous flow  equipment  is  being  used,  the  activated carbon  should  be  added  to  the  limestone feeder  and  added  to  the  water  with  the limestone  slurry.  When  the  batch  type  of equipment   is   being   used,   the   activated carbon  can  be  added  along  with  other chemicals   in   the   coagulation   tank.   Being 9-15-A

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