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008 230399s1993 th uzm rtt 00| a1eng d
035 _a.b10079075
099 9 _aAIT Thesis no.EV-93-29
100 0 _aKanchit Wongsaengchantra
245 1 0 _aAnaerobic-oxic activated sludge process for the treatment on modified tapioca starch wastewater
260 _aBangkok :
_bAsian Institute of Technology,
_c1993
300 _a88 leaves +
_e1 online resource
490 1 _aThesis ;
_vno. EV-93-29
500 _aA thesis s ubmitt ed in partial fulfillment of the requirements for the degree of Master of Science
502 _aThesis (M.Sc.) - Asian Institute of Technology, 1993
520 _aTwo batch and one continuous laboratory scale reactors of anaerobic-oxic activated sludge process were carried out to treat modified tapioca starch wastewater. The batch reactors #1 and #2 were operated at different Food/Microorganism (F/M) ratio ranging from 0.2 - 0.7 and 0.3 - 1.0, respectively. While the continuous reactor was operated with F/M ranging from 0.3-1.0. The batch reactors achieved around 90% COD removal efficiency. However when chemica1 pretreatment was app1ied, the COD removal efficiency increased to around 92%. The SVI values obtained from those batch studies were ranging from 47-180 ml/g which indicated good sludge settleability. Although the microscopic observations showed the existence of short filamentous microorganism in the batch reactors it did not affect the settleability of sludge. Further, the continuous reactor yielded an average COD removal efficiency of 93% which was higher than that of batch reactors. In this study very good sludge settleability was also obtained which was evidenced by the SVI values ranging from 40-120 mL /g. The microscopic observations did not show existence of any filamentous microorganism in the reactor. However, the effluent quality obtained from this study in terms of COD was around 150 mg/L, which was higher than the normally expected value of around 100 mg/L. Therefore a series of studies were carried out to reduce the COD value to lower than 100 mg/L. Powdered activated carbon dose of 1g for 1L of effluent with a contact time of 1 hr. produced a final effluent having COD value less than 100 mg/L.
650 0 _aSewage
_xPurification
_xActivated sludge process
700 0 _aSamorn Muttamara,
_eChairperson
700 1 _aTanaka, Shuzo,
_eExamination committee
700 0 _aSompol Boonthanon,
_eExamination committee
710 2 _aGovernment of New Zealand,
_eScholarship donor
810 2 _aAsian Institute of Technology.
_tThesis ;
_vno. EV-93-29
856 _3Full-Text
_uhttp://203.159.5.9/ait-thesis/detail.php?q=B16679
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