Environmental Engineering Reference
In-Depth Information
Flow (m3/d)
OLR (Kg/m3/day)
5
4.5
4
3.5
3
2.5
2
1.5
1
0.5
0
1
11
21
31
41
51
61
71
Days
Fig. 5 Flow and OLR profile over the trial period
Conclusions
The results of the study reflect that UASBR is a cost effective option for the treat-
ment of IX resin manufacturing facility wastewater. The process is able to degrade
high molecular weight compounds through action of consortium of micro-
organisms.TheoptimumCODremovaleficiencyofreactorwas50%correspond-
ing to HRT and organic loading rate of 3 days and 4.5 kg/m 3 /day respectively which
is expected to improve over the extended period of operation. The stabilization/
acclimatization period for the system is 60 days with sludge recycling option for
reducing hazardous gases and to minimize shock loading. UASBR along with EASP
resultsinCODreductionupto95%.CostbeneitanalysisindicatesthatUASBRis
a better choice if compared to extended aerobic reactors. Moreover, UASBR is help-
ful in reducing green house gas emissions and a natural option to minimize global
warming.
Acknowledgements The authors gratefully acknowledge Ion Exchange (I) Ltd., Mumbai and
Ankleshwar for providing the support and infrastructure required during study.
References
APHA (1995) Standard methods for the examination of water and wastewater. American Public
HealthAssociation,Washington,DC
DOW(2000)Fundamentalsofionexchange.DOWChemicalCompany,Midland
FernandezB,PorrierR,ChammyR(2001)Effectofinoculums-substrateratioonthestartupof
solidwasteanaerobicdigesters.WaterSciTechnol44:103-108
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