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008 271098s1981 th r 000| eng d
035 _a.b10743194
099 9 _aAIT Thesis no.EV-81-6
100 1 _aSutharkar, Kadiravelu
245 1 0 _aTreatment kinetics of septic tank - anaerobic upflow filter
260 _aBangkok :
_bAsian Institute of Technology,
_c1981
300 _a65 leaves :
_bill.
490 1 _aThesis ;
_vno. EV-81-6
500 _aA thesis submitted in partial fulfillment of the requirements for the degree of Master of Engineering, School of Environment, Resources and Development
502 _aThesis (M.Eng.) - Asian Institute of Technology, 1981
520 _aThis study was aimed at evaluating the performance of an integrated system of septic tank and anaerobic upflow filter called the 'septic tank- AUF' as an onsite domestic waste treatment alternative and to investigate the effectiveness of the AUF in providing further treatment of the septic tank effluent. Two full-scale units employed in this study yielded more than 90% removal efficiencies of TCaD, TSS, VSS and more than 75% scaD reduction with respect to mean septic tank influent concentrations of about 1,600 mg/l TCaD, 1,250 mg/l TSS, 775 mg/l VSS and 340 mg/l SCaD, respectively, at the system detention time (6SYS) of 4.5 days and a mean influent organic loading of 0.5 kg CaD/m3/d. The AUFs yielded more than 60%, 40%, 70% and 65% reductions in TCaD, SCaD, TSS and VSS, respectively, for the correspon- ding mean septic tank effluent concentrations of about 310 mg/l, 180 mg/l, 170 mg/l and 110 mg/l respectively. It was found that a 1 day 6AUF corres- ponding to a hydraulic loading of 0.43 m3/m2/d was optimal for the AUF. Mathematical relationships between J/A and So were established for the AUF in terms of TcaD and scaD. Engineering application of this relationship in terms of SCaD was presented in a graphical form as a guideline for· the design of AUF.
650 1 0 _aSeptic tanks
700 0 _aChongrak Polprasert,
_eChairperson
700 1 _aWatanabe, Yoshimasa,
_eExamination Committee
700 1 _aLohani, B.N.,
_eExamination Committee
710 2 _aRoyal Natherlands Government,
_eScholarship Donor
810 2 _aAsian Institute of Technology.
_tThesis ;
_vno. EV-81-6
856 _3Full-Text
_uhttp://203.159.5.9/ait-thesis/detail.php?q=B21589
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