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Treatability study for industrial wastewater by using lateric soil as coagulant

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Main Author: Nurashikin, Yaacof
Other Authors: Wong Yee Shian
Format: Learning Object
Language:English
Published: Universiti Malaysia Perlis (UniMAP) 2013
Subjects:
Coagulant
Flocculant
Industrial wastewater
Aluminium Chloride
Polyaluminium Chloride (PAC)
Lateric soil
Online Access:http://dspace.unimap.edu.my/xmlui/handle/123456789/23740
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spelling my.unimap-237402013-02-21T02:47:45Z Treatability study for industrial wastewater by using lateric soil as coagulant Nurashikin, Yaacof Wong Yee Shian Coagulant Flocculant Industrial wastewater Aluminium Chloride Polyaluminium Chloride (PAC) Lateric soil Access is limited to UniMAP community. Coagulant and flocculant are the important process in the industrial wastewater treatment plant. This is because, through this process, total suspended solid and other material in the wastewater can be settle and remove. The common problem that had been usually face during the process is to remove colour or dyes in the wastewater. Each dye has its own chemical structure and bonding, to remove the dyes industry usually used chemical coagulant aid as the coagulant agent. There are various types of chemical coagulant aids in the industries such as Aluminium Chloride and Polyaluminium Chloride (PAC). Its capability can not be denied but the problem is chemical coagulant aid will give side effect on environmental and human health. Chemical coagulant will produce harmful chemical sludge which is hard to degrade. Furthermore, there is a possible link of Alzheimer’s disease with conventional aluminium based coagulants. The purpose of this study is to figure our whether red soil have the ability to be the coagulant aid or not. In the other word, this alternative is call as natural biocoagulant. Before this natural biocoagulant can be use, there are various test must be run. There are to find the optimum pH, concentration and optimum dosage for the coagulant aid. This is important to maintain and safe the cost of the industrial wastewater treatment plant and to have the satisfied performance of the wastewater treatment. In coagulant and flocculant process, pH and dosage are the important factor. Not all dye can be removed by using same pH and dosage, this is because of the different characteristic and structure of the dyes. For methylene blue, the optimum dosage is 15ml and its optimum concentration is 25%, reactive black is 21ml and in 55% concentration and for mix dyes is 11ml in 25% concentration. From the test to find the optimum pH, it has been discover that the optimum pH for all dyes is at its original pH which is between 7-8. With this, the usage of chemical to adjust pH can be avoid and less chemical will be use in the treatment. 2013-02-21T02:47:45Z 2013-02-21T02:47:45Z 2011-05 Learning Object http://hdl.handle.net/123456789/23740 en Universiti Malaysia Perlis (UniMAP) School of Environmental Engineering
institution Universiti Malaysia Perlis
building UniMAP Library
collection Institutional Repository
continent Asia
country Malaysia
content_provider Universiti Malaysia Perlis
content_source UniMAP Library Digital Repository
url_provider http://dspace.unimap.edu.my/
language English
topic Coagulant
Flocculant
Industrial wastewater
Aluminium Chloride
Polyaluminium Chloride (PAC)
Lateric soil
spellingShingle Coagulant
Flocculant
Industrial wastewater
Aluminium Chloride
Polyaluminium Chloride (PAC)
Lateric soil
Nurashikin, Yaacof
Treatability study for industrial wastewater by using lateric soil as coagulant
description Access is limited to UniMAP community.
author2 Wong Yee Shian
author_facet Wong Yee Shian
Nurashikin, Yaacof
format Learning Object
author Nurashikin, Yaacof
author_sort Nurashikin, Yaacof
title Treatability study for industrial wastewater by using lateric soil as coagulant
title_short Treatability study for industrial wastewater by using lateric soil as coagulant
title_full Treatability study for industrial wastewater by using lateric soil as coagulant
title_fullStr Treatability study for industrial wastewater by using lateric soil as coagulant
title_full_unstemmed Treatability study for industrial wastewater by using lateric soil as coagulant
title_sort treatability study for industrial wastewater by using lateric soil as coagulant
publisher Universiti Malaysia Perlis (UniMAP)
publishDate 2013
url http://dspace.unimap.edu.my/xmlui/handle/123456789/23740
_version_ 1643794056536391680
score 13.214268

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