000			01829nam a2200253 a 4500
001			vtls000067948
003			KUKTEM
005			20251114204528.0
008			121226t2012 my a f m 000 0 eng d
020			_aTHE0004394(Local)
039		9	_a201905161201 _brohana _c201212261227 _dFida _y201212261226 _zFida
040			_aUMP
090			_aTP248.25.M45 C44 2012 rs Bc.
100	1		_aChew, Bee Tin
245	1	0	_aKinetic evaluation of sewage sludge treatment by membrane anaerobic system (MAS) / _cChew Bee Tin
260			_aKuantan, Pahang : _bUMP, _c2012
300			_axii, 77 p. : _bill. (some col.) ; _c30 cm. + _e1 CD-ROM
502			_aProject paper (Bachelor of Chemical Engineering (Biotechnology)) -- Universiti Malaysia Pahang - 2012
504			_aBibliography : p. 60-63
520	3		_aThe application of Membrane Anaerobic System (MAS) process treating the sewage sludge and the overall MAS treatment efficiency was investigated. The MAS consists of a cross flow ultrafiltration membrane (Model Micro 240) for solid-liquid separation. Six parameters were investigated. The study showed a good trend for the Membrane Anaerobic System (MAS) treating raw sewage sludge. The removal efficiency of Chemical Oxygen Demand (COD) was 80 to 95 %, the removal efficiency of Total Suspended Solid (TSS) was 99 % and Volatile Suspended Solid (VSS) removal efficiency was 82 to 93 %. Throughout the study, the pH values were maintained from7.5 to 7.8. The gas production ranged from 7200 ml/d to 16320 ml/d. The percentage of the methane gas production was found to be 75.4 %. The treated sewage sludge was achieved the environmental standard quality.
650		0	_aMembrane reactors
650		0	_aSewage _xPurification _xFiltration
999			_aVIRTUA40 _c3592 _d3598
999			_aVTLSSORT0080*0200*0400*0900*1000*2450*2600*3000*5020*5040*5200*6500*6501*9992