Published by Zubair Shaikh, Waste Water Treatment and Recycling Projects in WWTP Design Tool
Category: WWTP Design Tool
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
Published by Rajendrakumar Saraf
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..
Published by mohd arshad, design and process engineer at AUGA TECH PVT LTD
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.
Published by Mario Horta Lopes
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.
Published by Philippe Drouet, Directeur Technique International chez SAUR
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
Published by Pascal Ochs, PhD researcher at Thames Water and Cranfield University