Schematic diagram of Effluent treatment plant

in #etp • 7 years ago

Hydraulic Retention Time of Each Unit

Capacity : 18,000 L PH

  1. Fiber Trap
  2. Screening Unit : 1000 L
  3. Equalization Tank: 90,000 L; HRT = 5 HR
  4. Coagulant – On line dosing: 1500 L; HRT= 05 min
  5. Flocculent – On line dosing : 6000 L; HRT= 20 min
  6. Sedimentation Tank : 70,000 L,HRT =3.8 hrs (lamella system)
  7. Intermediate Or Feed forward tank : 6000 L, HRT = 20 min
  8. Multi Grade Filter : Dia-4”,H=8
  9. Active Carbon Filter : Dia-3”,H=8
  10. Post-aeration Tank: 36000 L; HRT= 2 HR
  11. Outlet Tank: 100 L
  12. Sludge Thickening Tank : 3000 L
  13. Sludge Drying Bed – 1: 3,000 L
  14. Sludge Drying Bed- 2: 3,000 L
  15. Chemical Solution Tank- 2 pcs : Each Capacity = 500L

q.PNG

7 years ago in #etp by
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     7 years ago (edited)

    If one need more information please make a comment here.

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     7 years ago 

    Thank you for following bro!

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       7 years ago 

      I'v moved shit in my time (as a farmer and a plumber). But this moves shit!!

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       7 years ago 

      Try again to do best.

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      3 votes
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       7 years ago 

      Thank you for following me. I too follow you

      Join us Discord at this link: https://discord.gg/egsD9j

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         7 years ago 

        Thanks for following me! I followed you back!

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           7 years ago 

          Do get class A out of it?

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