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Performance
evaluation of upflow anaerobic sludge blanket reactor process for dairy
wastewater treatment
C. Elangovan1*
and A.S.S. Sekar2
1Civil Engineering
Department, Anna University, Chennai-600 025, India
2Civil
Engineeering Department, Alagappa Chettiar College of Engineering and
Technology, Karaikudi-630 004, India
*Corresponding
Author E-mail: celango_g@yahoo.com
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Publication
Data
Paper received:
03 May 2014
Revised received:
30 September 2014
Re-revised received:
02 January 2015
Accepted:
20 March 2015
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Abstract
Investigation
on dairy wastewater treatment was undertaken at ambient temperature in 11 l
effective volume of laboratory ? scale upflow anaerobic sludge blanket
reactor receiving an average influent chemical oxygen demand of 2100 mg l-1
for 3 months of 24 hours, hydraulic retention time. The feeds of the
synthetic dairy wastewater operated with HRT of 12 hrs, 16 hrs, 20 hrs and 24
hrs was equivalent to organic loading rates of 1.20 kg COD m-3 d -
7.20 kg COD m-3 d, 0.9 kg COD m-3 d - 5.40 kg COD m-3
d, 0.72 kg COD m-3 d - 4.32 kg COD m-3 d and 0.60 kg
COD m-3 d - 3.60 kg COD m-3 d respectively. After
steady state condition was reached, which took about 2 months, the effluent
quality parameter were sampled and analysed to quantify treatment
efficiencies. The following removal efficiency observed were 73 - 94.33% COD;
50.04 - 56.66% total solids; 45.55 - 70.63% total dissolved solids; 66 -
86.67% total nitrogen and 72 - 94% total phosphorous. Maximum biogas
production rate was 383 l kg-1 COD removed with 260 l of methane
gas. Estimation of biogas production was analysed using artificial neural
network software model, and the results predicted coincided well with the
experimental results. ???
Key
words
Biogas,
Chemical oxygen demand, Dairy wastewater, Hydraulic retention time, Organic
loading rate
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? 2015 Triveni Enterprises. All rights reserved. No part of the Journal can
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conclusions enforced or derived, rest completely with the author(s).
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