"Comparison of Nanofiltration and GAC Adsorption Processes for Chloroform Removal from Drinking Water"
In this research, the Chloroform (CHCl3) removal effectiveness of two water treatment systems including membrane technology and granular activated carbon (GAC) adsorption were studied. Two bench-scales were designed and set up: 1) Nanofiltration (NF) spiral-wound modules and 2) GAC adsorption column...
| Main Authors: | , , , |
|---|---|
| Format: | Article |
| Language: | English |
| Published: |
Tehran University of Medical Sciences
2004-09-01
|
| Series: | Iranian Journal of Public Health |
| Subjects: | |
| Online Access: | https://ijph.tums.ac.ir/index.php/ijph/article/view/1905 |
| _version_ | 1818932578808233984 |
|---|---|
| author | S Nasseri MT Samadi MR Alizadeh Fard AR Mesdaghinia |
| author_facet | S Nasseri MT Samadi MR Alizadeh Fard AR Mesdaghinia |
| author_sort | S Nasseri |
| collection | DOAJ |
| description | In this research, the Chloroform (CHCl3) removal effectiveness of two water treatment systems including membrane
technology and granular activated carbon (GAC) adsorption were studied. Two bench-scales were designed and set up: 1)
Nanofiltration (NF) spiral-wound modules and 2) GAC adsorption column. Chloroform was considered as trihalomethanes
(THMs) basic indicator compound. The inlet and outlet CHCl3 concentrations were detected by gas chromatography (GC)
with electron capture detector (ECD). The study was carried out for the two cases of spiked deionized water with CHCl3
and chlorinated Tehran tap water. Flow rate, CHCl3 and total dissolved solids (TDS) concentrations were considered in
both treatment systems and the transmembrane pressures for membrane pilot, as the basic variables affecting removal
efficiencies. Results showed that CHCl3 rejection coefficients for NF 300 Da, NF 600 Da and GAC Column, with various
operation conditions had a range of 55.2% to 87.8%, 78% to 85% and 41.4% to 74.1%, respectively. It was found that
removal efficiencies for NF 600 Da were lower than those of NF 300 Da and GAC column. The obtained data were
analyzed by SPSS and non-parametric Kruskal-Wallis method. Results showed a positive correlation between the flow rate,
CHCl3 concentration and chloroform rejection coefficients and the TDS concentration had no significant effect on
chloroform removal efficiencies. |
| first_indexed | 2024-12-20T04:34:43Z |
| format | Article |
| id | doaj.art-a4217e2aae634bc88d1f67c3178217a4 |
| institution | Directory Open Access Journal |
| issn | 2251-6085 2251-6093 |
| language | English |
| last_indexed | 2024-12-20T04:34:43Z |
| publishDate | 2004-09-01 |
| publisher | Tehran University of Medical Sciences |
| record_format | Article |
| series | Iranian Journal of Public Health |
| spelling | doaj.art-a4217e2aae634bc88d1f67c3178217a42022-12-21T19:53:18ZengTehran University of Medical SciencesIranian Journal of Public Health2251-60852251-60932004-09-01333"Comparison of Nanofiltration and GAC Adsorption Processes for Chloroform Removal from Drinking Water" S Nasseri0 MT Samadi1 MR Alizadeh Fard2 AR Mesdaghinia3 In this research, the Chloroform (CHCl3) removal effectiveness of two water treatment systems including membrane technology and granular activated carbon (GAC) adsorption were studied. Two bench-scales were designed and set up: 1) Nanofiltration (NF) spiral-wound modules and 2) GAC adsorption column. Chloroform was considered as trihalomethanes (THMs) basic indicator compound. The inlet and outlet CHCl3 concentrations were detected by gas chromatography (GC) with electron capture detector (ECD). The study was carried out for the two cases of spiked deionized water with CHCl3 and chlorinated Tehran tap water. Flow rate, CHCl3 and total dissolved solids (TDS) concentrations were considered in both treatment systems and the transmembrane pressures for membrane pilot, as the basic variables affecting removal efficiencies. Results showed that CHCl3 rejection coefficients for NF 300 Da, NF 600 Da and GAC Column, with various operation conditions had a range of 55.2% to 87.8%, 78% to 85% and 41.4% to 74.1%, respectively. It was found that removal efficiencies for NF 600 Da were lower than those of NF 300 Da and GAC column. The obtained data were analyzed by SPSS and non-parametric Kruskal-Wallis method. Results showed a positive correlation between the flow rate, CHCl3 concentration and chloroform rejection coefficients and the TDS concentration had no significant effect on chloroform removal efficiencies.https://ijph.tums.ac.ir/index.php/ijph/article/view/1905THMsChloroformNanofiltrationGAC adsorption |
| spellingShingle | S Nasseri MT Samadi MR Alizadeh Fard AR Mesdaghinia "Comparison of Nanofiltration and GAC Adsorption Processes for Chloroform Removal from Drinking Water" Iranian Journal of Public Health THMs Chloroform Nanofiltration GAC adsorption |
| title | "Comparison of Nanofiltration and GAC Adsorption Processes for Chloroform Removal from Drinking Water" |
| title_full | "Comparison of Nanofiltration and GAC Adsorption Processes for Chloroform Removal from Drinking Water" |
| title_fullStr | "Comparison of Nanofiltration and GAC Adsorption Processes for Chloroform Removal from Drinking Water" |
| title_full_unstemmed | "Comparison of Nanofiltration and GAC Adsorption Processes for Chloroform Removal from Drinking Water" |
| title_short | "Comparison of Nanofiltration and GAC Adsorption Processes for Chloroform Removal from Drinking Water" |
| title_sort | comparison of nanofiltration and gac adsorption processes for chloroform removal from drinking water |
| topic | THMs Chloroform Nanofiltration GAC adsorption |
| url | https://ijph.tums.ac.ir/index.php/ijph/article/view/1905 |
| work_keys_str_mv | AT snasseri comparisonofnanofiltrationandgacadsorptionprocessesforchloroformremovalfromdrinkingwater AT mtsamadi comparisonofnanofiltrationandgacadsorptionprocessesforchloroformremovalfromdrinkingwater AT mralizadehfard comparisonofnanofiltrationandgacadsorptionprocessesforchloroformremovalfromdrinkingwater AT armesdaghinia comparisonofnanofiltrationandgacadsorptionprocessesforchloroformremovalfromdrinkingwater |