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008 120105t2010 my a f m 000 0 eng d
020 _aTHE0004240(Local)
039 9 _a201905152114
_bfarhana
_y201201051328
_zida
040 _aUMP
090 _aTP159.M4 A89 2010 rs Bc.
100 0 _aNoor Asyikin Ahmad Shuhaimi
245 1 0 _aHybrid membrane to remove impurities in waste water /
_cNoor Asyikin Ahmad Shuhaimi
260 _aKuantan, Pahang :
_bUMP,
_c2010
300 _axi, 49 p. :
_bill. (some col.) ;
_c30 cm. +
_e1 CD-ROM
502 _aProject paper (Bachelor of Chemical Engineering) -- Universiti Malaysia Pahang - 2010
504 _aBibliography : p. 39-40
520 3 _aHybrid membrane is for remove all contaminated inside the waste water. Nowadays, water pollution is becoming dangerous and sometimes not safe to use. The waste water actually comprise from liquid waste discharged by domestic residences, commercial properties, industry and agriculture. Main components of oil and gas industries waste water are acid gases, grease and lead. The research for waste water treatment has conducted by using hybrid membrane process. This method can remove the contaminants inside waste water and lowering the percentage of Biochemical Oxygen Demand (BOD), Chemical Oxygen Demand (COD), pH, Turbidity and also carbon dioxide inside the waste water. This process is used sand silica column, activated carbon column and membrane column. The percentage removal based on amount of BOD, COD, pH and Turbidity of waste water before and after for each column. The purpose of this study is not only to remove carbon dioxide in waste water but also to remove all the contaminated inside the waste water. The difference compositions of membrane give difference percentage of removal. The additives are added about 1wt%, 3%wt and 5%wt of Monosodium Glutamate (MSG) to investigate the effect of MSG to the membrane performance. The overall process was started at first column which is sand silica column, then activated carbon column and the last is membrane column. The process gives lower amount of BOD, COD, pH and Turbidity. From the result shows that MSG based membrane with 3wt% MSG, achieve the best clearance about 80%.
650 0 _aMembranes (Technology)
650 0 _aGases
_xSeparation
650 0 _aSewage
_xPurification
_xMembrane filtration
999 _aVIRTUA40
_c3095
_d3101
999 _aVTLSSORT0080*0200*0400*0900*1000*2450*2600*3000*5020*5040*5200*6500*6501*6502*9992