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
$0.06
  • Past Payouts $0.06
  • - Author $0.06
  • - Curators $0.00
15 votes
Reply 9
Sort:  
  • Trending
    • [-]
     7 years ago (edited)

    If one need more information please make a comment here.

    [-]
     7 years ago 

    Thank you for following bro!

    $0.00
      Reply
      [-]
       7 years ago 

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

      [-]
       7 years ago 

      Try again to do best.

      $0.02
      • Past Payouts $0.02
      • - Author $0.02
      • - Curators $0.00
      3 votes
      Reply
      [-]
       7 years ago 

      Thank you for following me. I too follow you

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

      $0.00
        Reply
        [-]
         7 years ago 

        Thanks for following me! I followed you back!

        $0.00
          Reply
          [-]
           7 years ago 

          Do get class A out of it?

          $0.00
            Reply

            Coin Marketplace

            STEEM 0.22
            TRX 0.26
            JST 0.040
            BTC 99032.11
            ETH 3469.45
            USDT 1.00
            SBD 3.22