Investigating the feasibility of removing the rapid mixing unit in conventional surface water treatment and its effect on turbidity removal

Coagulation and flocculation processes play a major role in surface water treatment. The aim of this study was to eliminate the rapid mixing unit in the water treatment plant. This experimental study was conducted on turbid water. Turbid water was synthesized by kaolin powder. The conventional jar t...

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Main Authors: Abolfazl Hessam, Mohammad Hadi Mehdinejad
Format: Article
Language:English
Published: IWA Publishing 2021-10-01
Series:Water Practice and Technology
Subjects:
Online Access:http://wpt.iwaponline.com/content/16/4/1173
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author Abolfazl Hessam
Mohammad Hadi Mehdinejad
author_facet Abolfazl Hessam
Mohammad Hadi Mehdinejad
author_sort Abolfazl Hessam
collection DOAJ
description Coagulation and flocculation processes play a major role in surface water treatment. The aim of this study was to eliminate the rapid mixing unit in the water treatment plant. This experimental study was conducted on turbid water. Turbid water was synthesized by kaolin powder. The conventional jar test method was used. The flocculation and sedimentation processes were performed on the turbid water without a rapid mixing unit for getting the new optimal condition. When the PACl coagulant was used alone and in conjunction with chitosan, the percentages of turbidity removal in low, medium and high turbidities were obtained as 86.7%, 95.8%, 97.8% and 86.67%, 95.73%, 98.26%, respectively. When the rapid mixing unit was emitted, the efficiency of turbidity removal in the low turbidity was reduced from 5.26% to 21.73%. But, in higher turbidity in two states (presence and absence of the rapid mixing units) it did not have a significant difference. This study showed that the removal of the rapid mix unit on the removal efficiency of turbidity in the low turbidity is effective, but does not have an effect on higher turbid water. Also, using PACl in conjunction with chitosan was effective in the removal efficiency and to reduce residual aluminum. HIGHLIGHTS To decrease the cost of water treatment.; Changing the process related to coagulation and flocculation stages.; To decrease the time and the consumed coagulant.; To increase efficiency of turbidity removal.; Simplicity of process.;
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spelling doaj.art-46bc55a25f22415697231cfea28804262022-12-21T21:24:33ZengIWA PublishingWater Practice and Technology1751-231X2021-10-011641173118110.2166/wpt.2021.070070Investigating the feasibility of removing the rapid mixing unit in conventional surface water treatment and its effect on turbidity removalAbolfazl Hessam0Mohammad Hadi Mehdinejad1 Environmental Health Research Centre, Faculty of Health, Golestan University of Medical Sciences, Gorgan, Iran Environmental Health Research Centre, Faculty of Health, Golestan University of Medical Sciences, Gorgan, Iran Coagulation and flocculation processes play a major role in surface water treatment. The aim of this study was to eliminate the rapid mixing unit in the water treatment plant. This experimental study was conducted on turbid water. Turbid water was synthesized by kaolin powder. The conventional jar test method was used. The flocculation and sedimentation processes were performed on the turbid water without a rapid mixing unit for getting the new optimal condition. When the PACl coagulant was used alone and in conjunction with chitosan, the percentages of turbidity removal in low, medium and high turbidities were obtained as 86.7%, 95.8%, 97.8% and 86.67%, 95.73%, 98.26%, respectively. When the rapid mixing unit was emitted, the efficiency of turbidity removal in the low turbidity was reduced from 5.26% to 21.73%. But, in higher turbidity in two states (presence and absence of the rapid mixing units) it did not have a significant difference. This study showed that the removal of the rapid mix unit on the removal efficiency of turbidity in the low turbidity is effective, but does not have an effect on higher turbid water. Also, using PACl in conjunction with chitosan was effective in the removal efficiency and to reduce residual aluminum. HIGHLIGHTS To decrease the cost of water treatment.; Changing the process related to coagulation and flocculation stages.; To decrease the time and the consumed coagulant.; To increase efficiency of turbidity removal.; Simplicity of process.;http://wpt.iwaponline.com/content/16/4/1173coagulationcoagulantsjar testrapid mix unitturbidity
spellingShingle Abolfazl Hessam
Mohammad Hadi Mehdinejad
Investigating the feasibility of removing the rapid mixing unit in conventional surface water treatment and its effect on turbidity removal
Water Practice and Technology
coagulation
coagulants
jar test
rapid mix unit
turbidity
title Investigating the feasibility of removing the rapid mixing unit in conventional surface water treatment and its effect on turbidity removal
title_full Investigating the feasibility of removing the rapid mixing unit in conventional surface water treatment and its effect on turbidity removal
title_fullStr Investigating the feasibility of removing the rapid mixing unit in conventional surface water treatment and its effect on turbidity removal
title_full_unstemmed Investigating the feasibility of removing the rapid mixing unit in conventional surface water treatment and its effect on turbidity removal
title_short Investigating the feasibility of removing the rapid mixing unit in conventional surface water treatment and its effect on turbidity removal
title_sort investigating the feasibility of removing the rapid mixing unit in conventional surface water treatment and its effect on turbidity removal
topic coagulation
coagulants
jar test
rapid mix unit
turbidity
url http://wpt.iwaponline.com/content/16/4/1173
work_keys_str_mv AT abolfazlhessam investigatingthefeasibilityofremovingtherapidmixingunitinconventionalsurfacewatertreatmentanditseffectonturbidityremoval
AT mohammadhadimehdinejad investigatingthefeasibilityofremovingtherapidmixingunitinconventionalsurfacewatertreatmentanditseffectonturbidityremoval