000			02910nam a2200277 a 4500
001			vtls000052146
003			KUKTEM
005			20251114204538.0
008			110321t2010 my a f m 000 0 eng d
020			_aTHE0002606(Local)
039		9	_a201905280940 _bshamsul _c201111241013 _dFida _c201110041239 _dFida _c201107140038 _dVLOAD _y201103211037 _zFida
040			_aUMP
090			_aTA441 .A36 2010 rs Bc.
100	0		_aNor Akmal A.Karim
245	1	2	_aA study on effluent characteristic of textile wastewater for concrete mix design / _cNor Akmal A.Karim
260			_aKuantan, Pahang : _bUMP, _c2010
300			_axix, 80 p. : _bill. (some col.) ; _c30 cm. + _e1 computer disc
502			_aProject paper (Bachelor of Civil Engineering) -- Universiti Malaysia Pahang -- 2010
504			_aBibliography : p. 71-74
520	3		_aThe recent trend in waste management is to use the industrial wastewater in usable product. Homemade Batik textile wastewater in Malaysia is currently being wasted through direct discharge into waterways. With proper water quality control, this effluent can also be considered as a potential water resource for specific applications. A few incentives were done to reuse textile wastewater for construction purpose which is for concrete mix design, so that the shortage in water can be greatly reduced and the wastewater can be suitably disposed for safe guarding the environment. The research is conducted to study the characteristic of textile wastewater at different location which is Desa Murni and Bukit Sagu and to study the possibility of usage of textile wastewater in concrete production. In this paper, the characteristic of mix ratio composition using 5%, 10%, 15% and 20% of textile wastewater and tap water was tested using suitable parameters. Grade 30 concrete mix design that was prepared using Ordinary Portland Cement, tap water and textile wastewater were tested to determine the mechanical properties of concrete. The research shows that two parameters of Desa Murni textile wastewater exceed the Standard B Environment Quality limitations which are COD and Oil and Grease. While, parameter tested for Bukit Sagu textile wastewater that exceed the Standard B limit are COD, Total Suspended Solid and Oil and Grease. All parameter tested from the two locations were found under the limitation of Malaysia Concrete Mixing Water Limit except for pH of Desa Murni textile wastewater. Concrete mixing water acceptable with 20% of textile wastewater as optimum percentage in contributing to the higher strength of concrete in the Compressive strength test, Flexural strength test and Slump test for fresh concrete.
650		0	_aConcrete _xMixing
650		0	_aReinforced concrete
650		0	_aConcrete _xAdditives
650		0	_aTextile waste _xRecycling
999			_aVIRTUA40 _c3882 _d3888
999			_aVTLSSORT0080*0200*0400*0900*1000*2450*2600*3000*5020*5040*5200*6500*6501*6502*6503*9992