Performance Of Composite Adsorbent In River Water Treatment

This study was carried out in order to access the potential of composite media by a combination of activated carbon, limestone, alginate as a binder with two different ratio, to remove organic and inorganic pollution that measured by concentration of turbidity, colour and Chemical Oxygen Demand (COD...

Full description

Saved in:
Bibliographic Details
Main Author: Teruna, Izzul Akmal
Format: Monograph
Language:English
Published: Universiti Sains Malaysia 2017
Subjects:
Online Access:http://eprints.usm.my/52153/1/Performance%20Of%20Composite%20Adsorbent%20In%20River%20Water%20Treatment_Izzul%20Akmal%20Teruna_A9_2017.pdf
http://eprints.usm.my/52153/
Tags: Add Tag
No Tags, Be the first to tag this record!
id my.usm.eprints.52153
record_format eprints
spelling my.usm.eprints.52153 http://eprints.usm.my/52153/ Performance Of Composite Adsorbent In River Water Treatment Teruna, Izzul Akmal T Technology TA Engineering (General). Civil engineering (General) This study was carried out in order to access the potential of composite media by a combination of activated carbon, limestone, alginate as a binder with two different ratio, to remove organic and inorganic pollution that measured by concentration of turbidity, colour and Chemical Oxygen Demand (COD) in river water. In this present study, the batching experiment were conducted to decide the suitable factor for both ratio to effectively remove the involved parameter. Before the batching experiments, water characteristics were taken and COD were dismiss from batching experiment due to its low concentration. From the batch study, result and graph indicates that the suitable factor were 7g of dosage, 180 RPM of shaking speed, 75 minutes of contact and 90 minutes of settling time for ratio 7:3:2 (AC: LS: AG). Meanwhile for ratio 1:9:2 (AC: LS: AG), the suitable factor were 5g of dosage, 180 RPM of shaking speed, 95 minutes of contact time and 40 minutes of settling time. From the second batching experiments, for Ratio 7:3:2, the percentage removal of parameters were 92% for colour and 85% for turbidity. Meanwhile for Ratio 1:9:2, the percentage removal of parameters were 84% for colour and 60% for turbidity. This shows that 7:3:2 has been selected as the best ratio for composite adsorbent that consists of activated carbon, limestone and alginate. Meanwhile, the result from isotherms models for each of the parameters removal suggested that Freundlich isotherm was favourable with high coefficient of determination values for ratio 7:3:2 whereas the Langmuir isotherm were fit for adsorption process by ratio 7:3:2. For kinetic of adsorption, for each of the parameters removal by both ratios, pseudo-second-order model was suitable to describe kinetic of adsorption. Universiti Sains Malaysia 2017-06-01 Monograph NonPeerReviewed application/pdf en http://eprints.usm.my/52153/1/Performance%20Of%20Composite%20Adsorbent%20In%20River%20Water%20Treatment_Izzul%20Akmal%20Teruna_A9_2017.pdf Teruna, Izzul Akmal (2017) Performance Of Composite Adsorbent In River Water Treatment. Project Report. Universiti Sains Malaysia, Pusat Pengajian Kejuruteraan Awam. (Submitted)
institution Universiti Sains Malaysia
building Hamzah Sendut Library
collection Institutional Repository
continent Asia
country Malaysia
content_provider Universiti Sains Malaysia
content_source USM Institutional Repository
url_provider http://eprints.usm.my/
language English
topic T Technology
TA Engineering (General). Civil engineering (General)
spellingShingle T Technology
TA Engineering (General). Civil engineering (General)
Teruna, Izzul Akmal
Performance Of Composite Adsorbent In River Water Treatment
description This study was carried out in order to access the potential of composite media by a combination of activated carbon, limestone, alginate as a binder with two different ratio, to remove organic and inorganic pollution that measured by concentration of turbidity, colour and Chemical Oxygen Demand (COD) in river water. In this present study, the batching experiment were conducted to decide the suitable factor for both ratio to effectively remove the involved parameter. Before the batching experiments, water characteristics were taken and COD were dismiss from batching experiment due to its low concentration. From the batch study, result and graph indicates that the suitable factor were 7g of dosage, 180 RPM of shaking speed, 75 minutes of contact and 90 minutes of settling time for ratio 7:3:2 (AC: LS: AG). Meanwhile for ratio 1:9:2 (AC: LS: AG), the suitable factor were 5g of dosage, 180 RPM of shaking speed, 95 minutes of contact time and 40 minutes of settling time. From the second batching experiments, for Ratio 7:3:2, the percentage removal of parameters were 92% for colour and 85% for turbidity. Meanwhile for Ratio 1:9:2, the percentage removal of parameters were 84% for colour and 60% for turbidity. This shows that 7:3:2 has been selected as the best ratio for composite adsorbent that consists of activated carbon, limestone and alginate. Meanwhile, the result from isotherms models for each of the parameters removal suggested that Freundlich isotherm was favourable with high coefficient of determination values for ratio 7:3:2 whereas the Langmuir isotherm were fit for adsorption process by ratio 7:3:2. For kinetic of adsorption, for each of the parameters removal by both ratios, pseudo-second-order model was suitable to describe kinetic of adsorption.
format Monograph
author Teruna, Izzul Akmal
author_facet Teruna, Izzul Akmal
author_sort Teruna, Izzul Akmal
title Performance Of Composite Adsorbent In River Water Treatment
title_short Performance Of Composite Adsorbent In River Water Treatment
title_full Performance Of Composite Adsorbent In River Water Treatment
title_fullStr Performance Of Composite Adsorbent In River Water Treatment
title_full_unstemmed Performance Of Composite Adsorbent In River Water Treatment
title_sort performance of composite adsorbent in river water treatment
publisher Universiti Sains Malaysia
publishDate 2017
url http://eprints.usm.my/52153/1/Performance%20Of%20Composite%20Adsorbent%20In%20River%20Water%20Treatment_Izzul%20Akmal%20Teruna_A9_2017.pdf
http://eprints.usm.my/52153/
_version_ 1729703922699862016
score 13.160551