MARC View

000			03969ntm a2200289 a 4500
001			vtls000092488
003			KUKTEM
005			20251117113434.0
008			151202t2015 my da f abm 000 0 eng d
020			_aTHE0007957(Local)
039		9	_a201906131141 _bnadia _c201711301151 _dfateeha _y201512021641 _zasma
040			_aUMP
090			_aFKASA .J35 2015 r Bc.
100	0		_aNur Jalilah Jamil
245	1	0	_aBiofuel of fish processing waste from Clarias Batrachus and Pangasius Sutchi to generate alternative energy by using microbial fuel cell / _cNur Jalilah Jamil
260			_aKuantan, Pahang : _bUMP, _c2015
300			_axiii, 69 p. : _bill. (some col.) ; _c30 cm. + _e1 CD ROM
500			_aFaculty of Civil Engineering and Earth Resources
502			_aProject Paper (Bachelors of Civil Engineering) -- Universiti Malaysia Pahang – 2015
504			_aBibliography : p. 54-58
520	3		_aThis paper is an overview of the applications of membranes technology on treating groundwater. The treated water is aimed to satisfy the drinking water requirement standard set by the Malaysian National Drinking Water Quality Standard (NDWQS). In this research, there are two types of membranes that been used, which are nanofiltration (NF) and ultra filtration (UF). The treated water was investigated with three types of parameters; physical, chemical, and biological. It examines the possibility and efficiency of these membranes in removing hardness, organics, viruses and bacteria, iron, manganese and fluoride. Some of these applications have proven to be soundness and can be measured as known capabilities. Even so, there are still some other applications that being researched on laboratory scale. Thus, a wide range of studies can be conducted to enable a better judgment on the performance of membranes operation Based on AAPHA IT HAS standard value for BOD and COD. A statistical analysis was conducted on the results obtained to identify the accuracy and validity of data, which in this case, Paired sample test was used. Referring to the statistical notation of (p< 0.05), conclusion on the significance of the results and variables were made. It is justified statistically that the data obtained for each treatment using different membranes are valid and concise. As a result, it is found that nanofiltration and ultra filtration have different removal capability of water parameter but in all cases, ultra filtration membrane had a great efficiency in removing turbidity, chemical oxygen demand and biochemical oxygen demand, which are the parameters that nanofiltration membrane are not competent well with. As a reverse, the nanofiltration membrane plays a better performance in removing total suspended solids, total dissolved solids, hardness, iron, manganese and fluoride. Therefore, it shows that the combination of nanofiltration and ultra filtration membranes produces an enhance water treatment performance. All the water parameters were successfully being removed by both of membrane according to the desired level that been set by the regulations of NDWQS except for fluoride contents. The fluoride concentration was higher than the maximum value set by the laws which is 0.6 mg/L. Therefore, in order to enhance the performance of water treatment, a fluoride removal filter such activated alumina is required to be installed in WASRA system so that the water will be clean and safe to be consumed by human. In overall, the performance of water treatment via nanofiltration and ultra filtration membrane in WASRA system is great enough in treating groundwater to be a drinking water
610	2	0	_aFaculty of Civil Engineering and Earth Resources _xDissertations
650		0	_aUniversities and Colleges _xDissertations
650		0	_aTheses
856	4	0	_uhttp://ecollib.ump.edu.my/id/eprint/25551 _zAccess in library only
999			_aVIRTUA40 _c8683 _d8689
999			_aVTLSSORT00800200040009001000245026003000500050205040520061006500650185609992