| 000 | 04043cas|a2200433 i 4500 | ||
|---|---|---|---|
| 005 | 20260817162910.0 | ||
| 008 | 150399s1990 th uzm rtt 00| a1eng d | ||
| 035 | _a.b10088064 | ||
| 099 | 9 | _aAIT Thesis no. EV-90-15 | |
| 100 | 1 | _aLee, Seung Hwan | |
| 245 | 1 | 0 | _aApplication of in-line flocculation microfiltration with pulsation cleaning technique |
| 260 |
_aBangkok : _bAsian Institute of Technology, _c1990 |
||
| 300 | _a102 p. | ||
| 490 | 1 |
_aThesis ; _vno. EV-90-15 |
|
| 500 | _aA thesis submitted in partial fulfilment of the requirements for the degree of Master of engineering, School of Environment, Resources and Development | ||
| 502 | _aThesis (M.Eng.) - Asian Institute of Technology, 1990 | ||
| 520 | _aCrossflow microfiltration is a pressure driven membrane process allowing better permeate flux by shearing action of flow. It can remove most of the impurities found in water and wastewater. But there are still main problems to be solved due to fouling, deposition and internal clogging , which reduce the efficiency of separation. In-line flocculation microfiltration with pulsation cleaning technique is one of the desirable techniqes to avoid or minimize these drawbacks. Laboratory-scale microfiltration with Kaolin clay suspension was carried out to study the effect of pulsation cleaning technique at various pulsation time of flux. It was found that the higher permeate flux was obtained when the operation of pulsation was more frequent . Also the study performed showed that this technique improved the permeate flux by 63 % up to certain time of filtration (in this experiment 50 minutes filtration) and does not affect much from that time on. A series of experiments conducted with alum dose showed that there was no significant influence both of pulsation cleaning technique and of alum dose on turbidity removal in Kaolin clay suspension although in-line alum addition in microfiltration increased the permeate flux significantly. In domestic wastewater treatment, alum and PAC were added as a flocculant and adsorbent respectively to investigate the performance of this system. There was a clear optimum of alum and PAC dose which corresponded to maximum flux. An increase in f locculant and adsorbent dose above this optimum value did not result in an increase in permeate flux. But more alum and PAC doses produced better effluent quality (i.e. lower effluent COD, TKN and T-P ) . The comparison of pulsation performance at different chemicals doses indicated that this technique was more effective in improving the permeate flux when PAC along with alum was added than no chemicals or any alum was added. The improvement was around 26 %. | ||
| 650 | 0 |
_aSewage _xPurification _xFlocculation |
|
| 650 | 0 | _aFilters and filtration | |
| 700 | 1 |
_aVigneswaran, Saravanamuthu, _eChairperson |
|
| 700 | 0 |
_aChongrak Polprasert, _eExamination Committee |
|
| 700 | 1 |
_aKim Sun-Il, _eExamination Committee |
|
| 700 | 1 |
_aMora, Jean-Claude, _eExamination Committee |
|
| 710 | 2 |
_aDeutscher Akademischer Austauschoten st (DAAD ), _eScholarship Donor |
|
| 810 | 2 |
_aAsian Institute of Technology. _tThesis ; _vno. EV-90-15 |
|
| 856 |
_3Full-Text _uhttp://203.159.5.9/ait-thesis/detail.php?q=B18368 |
||
| 907 |
_a.b10088064 _bmnait _cx |
||
| 902 | _a240410 | ||
| 998 |
_b2 _c951012 _dm _ea _fx _g0 |
||
| 945 | _lmnait | ||
| 945 | _lmnait | ||
| 945 | _lmnarc | ||
| 942 | _c20 | ||
| 942 | _c40 | ||
| 909 |
_aBarcode : 30050003045563 _bCREATED : 1994-05-16 _cRECORD # : i10093758 _dLPATRON : 0 _eLCHKIN : - _f# RENEWALS : 0 _g# OVERDUE : 0 _hIUSE3 : 0 _iTOT CHKOUT : 0 _jTOT RENEW : 0 |
||
| 909 |
_aBarcode : 30050003045571 _bCREATED : 1994-05-16 _cRECORD # : i1009376x _dLPATRON : 1013086 _eLCHKIN : 2000-03-11 _f# RENEWALS : 0 _g# OVERDUE : 0 _hIUSE3 : 0 _iTOT CHKOUT : 3 _jTOT RENEW : 0 |
||
| 909 |
_aBarcode : 30050120222913 _bCREATED : 2016-11-05 _cRECORD # : i12974122 _dLPATRON : 0 _eLCHKIN : - _f# RENEWALS : 0 _g# OVERDUE : 0 _hIUSE3 : 0 _iTOT CHKOUT : 0 _jTOT RENEW : 0 |
||
| 999 |
_c6655 _d6655 |
||