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Dibya Ranjan Dash's Discussions

Sludge Consistency for Primary Clarifier Design

Started this discussion. Last reply by Ajay Agrawal Mar 11, 2015. 3 Replies 2 Likes

What can be the maximum sludge consistency considered for primary clarifier design.Continue

treatment of yeast effluent

Started this discussion. Last reply by Dibya Ranjan Dash Jul 31, 2014. 10 Replies 3 Likes

We have revamped an etp for a yeast manufacturing company with cod after anaerobic treatment 13950 & bod 3500 mg/l respectively. The anaerobic over flow is going to settling clarifier to revome…Continue

AERATION TANK DESIGN FOR STP

Started this discussion. Last reply by Sanjay Namdeorao Gulhane May 17, 2014. 10 Replies 0 Likes

How can we design aeration tank & aeration system for STP where Min Temperature is 3 deg C.Continue

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Profile Information

About me: Water Recycle

My Green Mission: recycle and reuse water

Organization that I belong to: polutech

Current Job title/ Field of Study (if you are a student): GET-process & proposal

Educational Institution Last Attended/ Attending: NITK,surathkal

Area of Expertize/ interest: water and waste water treatment processes

Membership Category Requested: Environment Professionals of Indian Origin

Comment Wall (3 comments)

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At 6:17am on June 11, 2012, GOPI KANTA GHOSH said…: Great that you are also from NIT...only difference with me being I am from NIT, Rourkella and you are from Surathkal...let us be in touch for right cause.

At 1:29pm on June 10, 2012, Dr.Santosh kumar Sahoo said…: please contact me this is my number 8018560365,thanks for

At 12:07am on June 10, 2012, Dr.Santosh kumar Sahoo said…: dibya ranjan thanks for send me the request .are u belongs to koraput? ,I was working as a research associate for ICAR Project.