Secondary Clarifier Design

Taxonomy

• Sludge Separation
• Sludge Treatment
• Waste Water Treatments
• Wastewater Treatment
• Water Treatment Solutions
• Design & Construction
• Wastewater Treatment Plant Design
• Water microbiology
• Sludge Treatment & Management

5 Answers

1. Same as Primary Clarifier. You can use Surface loading rate 30 cum/sqm/day.

   Retention time - not more than 3 hr.

   Rajendrakumar V Saraf, FIE, FIWWA

   Chairman

    Viraj Envirozing India Pvt. Ltd

   21, Radhakrishna, Near SBI, Paud Road

   Pune 41038

   Tel 02015433445, 9822186763

   www.virajenvirozing.com

2. Dear shaikh

     To design secondary clarifier there is a formula

   By using that you can design clarifier according to the capacity of plant.

   You can send your plant parameters so that I can give you full plant calculation..

   mohdarshad042@gmail.com

3. Not with chemical actuators but by specific magnetic resonance of di-hydrol base cluster into specific temperature plus ionic polarization of permutation to reduce the vapor pressure and promote the selective increasing of the net di-hidrol base doped of water and differentiate of the combination mono-hydrol and gas, then you obtain potable water.

4. To design a secondary clarifier, you could, for instance, refer to some books : "Waste water Engineering : treatment and ressource recovery  (Metcalf & Eddy) is highly advisable.

5. Hi there,

   you just do a mass balance over you're clarifier to calculate your volume. Then you use your hydraulic application rate for your average flowrate to determine the area. After that you can estimate 1 clarifier per aeration lane and calculate your diameter. 

   I hope that helps. 

   Regards,

   Pascal