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008			301098s1984 th r 0000|00eng d
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099		9	_aAIT Thesis no. EV-84-11
100	0		_aVichian Udomratanasilpa
245	1	0	_aApplication of horizontal flow prefiltration and slow sand filtration for small community water supply
260			_aBangkok : _bAsian Institute of Technology, _c1984
300			_a81 p.
490	1		_aThesis ; _vno. EV-84-11
500			_aA thesis submitted in partial fulfillment of the requirements for the degree of Master of Science, School of Environment, Resources and Development
502			_aThesis (M.Sc.) - Asian Institute of Technology, 1984
520			_aAn attempt was made on a pilot scale to fi nd a simple mod el for a horizontal flow roughing prefilter used with slow sand filter a s the water treatment system for a s mall community. Three different lengths of horizontal p refilter PVC pipe model of 250 mm in diameter, i.e. 2. 0 m, 3.0 m, 4.0 m, were used in this study at the filtration rate of 1.25 m /m - h . Crushed stone , with effective size of 2-20 mm, and coconut husk fiber were used as roughing filter media in the horizontal prefilters. Slow sand filters with the filtration r ate of 0. 15 m /m-h we reused t o polish water from the horizontal prefilters. It was found that the performance of horizontal prefilters using single crushed stones was less effective than those using dual media , coconut fiber 80 cm in .length followed by crushed stones. The horizontal prefilter of 4.0 m length performs best in filtering the raw water in this study The fraction of coconut fiber in horizontal prefilter can perform effectively tor a .bout one month. Turbidity and suspended solids removal efficiencies in horizontal prefilter, when single medium was used, were a bout 28-68 % and 45-95 % whereas in the horizontal pref1lter with dual media turbidity and suspended solids removal efficiencies were about 30-68 % and 54-98 %. The reduction of fil54qgili5y indices of raw water when passing through the horizontal prefilters was about 85 % The slow sand filters can treat the water to meet the WHO standard drinking Water in terms of turbidity and completely removed suspended solids on occasions. The overall removal efficiencies of this system were about 71 -94 % and 81 -99. 6 % for turbidity and suspended solids respectively.
650		0	_aFilters and filtration
700	1		_aNguyen, Cong Thanh, _eChairperson
700	1		_aVigneswaran, Saravanamuthu, _eExamination Committee
700	0		_aSamorn Muttamara, _eExamination Committee
710	2		_aCarl Duisburg Gesellschaft, e.v. (COG) Government of the Federal Republic of Germany, _eScholarship Donor
810	2		_aAsian Institute of Technology. _tThesis ; _vno. EV-84-11
856			_3Full-Text _uhttp://203.159.5.9/ait-thesis/detail.php?q=B20588
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