STUDY OF INCREASING ORGANIC COMPOUNDS REMOVAL AND DECOLORIZATION EFFICIENCY OF TEXTILE WASTEWATER IN TREATMENT PLANT WITH ACTIVATED SLUDGE SYSTEM

Massive textile production generates wastewater with specific characteristics, including organic compounds, odors, various pH and temperature, as well as dyes that are difficult to degrade. PT. X has COD concentration of 1,200 – 2,000 mg/L and color of 2000 Pt-Co, while the WWTP efficiency is 60-...

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Main Author: Latifa Ristiaramdani, Nur
Format: Final Project
Language:Indonesia
Subjects:
Online Access:https://digilib.itb.ac.id/gdl/view/70676
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Institution: Institut Teknologi Bandung
Language: Indonesia
id id-itb.:70676
spelling id-itb.:706762023-01-18T15:00:52ZSTUDY OF INCREASING ORGANIC COMPOUNDS REMOVAL AND DECOLORIZATION EFFICIENCY OF TEXTILE WASTEWATER IN TREATMENT PLANT WITH ACTIVATED SLUDGE SYSTEM Latifa Ristiaramdani, Nur Teknik saniter dan perkotaan; teknik perlindungan lingkungan Indonesia Final Project activated sludge, Advanced Oxidation Process (AOPs), azo dye, textile wastewater,Kaldness K1, MBBR. INSTITUT TEKNOLOGI BANDUNG https://digilib.itb.ac.id/gdl/view/70676 Massive textile production generates wastewater with specific characteristics, including organic compounds, odors, various pH and temperature, as well as dyes that are difficult to degrade. PT. X has COD concentration of 1,200 – 2,000 mg/L and color of 2000 Pt-Co, while the WWTP efficiency is 60-70%. Activated sludge was chosen because it is simple, economical, and the sludge is less hazardous than chemical-physical treatment. Moving Bed Biofilm Reactor (MBBR) as modification of activated sludge can save land, HRT, and CAPEX with same efficiency. Advanced Oxidation Process (AOP) using ozone is a tertiary treatment that could remove color, COD, and improve wastewater biodegradability. This study aims to identify efforts to increase the efficiency of textile wastewater treatment using activated sludge, MBBR with Kaldness K1 media, and the use of AOP ozone as pretreatment or post-treatment. Variations used were dye concentration (10; 50 mg/L), usage of Kaldness K1 (+K; -K), and AOP detention time (30; 60; 90 minutes). At 50 mg/L dye concentration, the efficiency of COD and color removal using MBBR (80.17% and 28.16%) was higher than activated sludge (78.18% and 25.5%) and the efficiency of AOP as post-treatment (97.01% and 51.22%) was higher than pretreatment (88.91% and 27.91%). The optimum variation was the usage of MBBR and AOP post-treatment for 90 minutes (97.16% and 59.16%). text
institution Institut Teknologi Bandung
building Institut Teknologi Bandung Library
continent Asia
country Indonesia
Indonesia
content_provider Institut Teknologi Bandung
collection Digital ITB
language Indonesia
topic Teknik saniter dan perkotaan; teknik perlindungan lingkungan
spellingShingle Teknik saniter dan perkotaan; teknik perlindungan lingkungan
Latifa Ristiaramdani, Nur
STUDY OF INCREASING ORGANIC COMPOUNDS REMOVAL AND DECOLORIZATION EFFICIENCY OF TEXTILE WASTEWATER IN TREATMENT PLANT WITH ACTIVATED SLUDGE SYSTEM
description Massive textile production generates wastewater with specific characteristics, including organic compounds, odors, various pH and temperature, as well as dyes that are difficult to degrade. PT. X has COD concentration of 1,200 – 2,000 mg/L and color of 2000 Pt-Co, while the WWTP efficiency is 60-70%. Activated sludge was chosen because it is simple, economical, and the sludge is less hazardous than chemical-physical treatment. Moving Bed Biofilm Reactor (MBBR) as modification of activated sludge can save land, HRT, and CAPEX with same efficiency. Advanced Oxidation Process (AOP) using ozone is a tertiary treatment that could remove color, COD, and improve wastewater biodegradability. This study aims to identify efforts to increase the efficiency of textile wastewater treatment using activated sludge, MBBR with Kaldness K1 media, and the use of AOP ozone as pretreatment or post-treatment. Variations used were dye concentration (10; 50 mg/L), usage of Kaldness K1 (+K; -K), and AOP detention time (30; 60; 90 minutes). At 50 mg/L dye concentration, the efficiency of COD and color removal using MBBR (80.17% and 28.16%) was higher than activated sludge (78.18% and 25.5%) and the efficiency of AOP as post-treatment (97.01% and 51.22%) was higher than pretreatment (88.91% and 27.91%). The optimum variation was the usage of MBBR and AOP post-treatment for 90 minutes (97.16% and 59.16%).
format Final Project
author Latifa Ristiaramdani, Nur
author_facet Latifa Ristiaramdani, Nur
author_sort Latifa Ristiaramdani, Nur
title STUDY OF INCREASING ORGANIC COMPOUNDS REMOVAL AND DECOLORIZATION EFFICIENCY OF TEXTILE WASTEWATER IN TREATMENT PLANT WITH ACTIVATED SLUDGE SYSTEM
title_short STUDY OF INCREASING ORGANIC COMPOUNDS REMOVAL AND DECOLORIZATION EFFICIENCY OF TEXTILE WASTEWATER IN TREATMENT PLANT WITH ACTIVATED SLUDGE SYSTEM
title_full STUDY OF INCREASING ORGANIC COMPOUNDS REMOVAL AND DECOLORIZATION EFFICIENCY OF TEXTILE WASTEWATER IN TREATMENT PLANT WITH ACTIVATED SLUDGE SYSTEM
title_fullStr STUDY OF INCREASING ORGANIC COMPOUNDS REMOVAL AND DECOLORIZATION EFFICIENCY OF TEXTILE WASTEWATER IN TREATMENT PLANT WITH ACTIVATED SLUDGE SYSTEM
title_full_unstemmed STUDY OF INCREASING ORGANIC COMPOUNDS REMOVAL AND DECOLORIZATION EFFICIENCY OF TEXTILE WASTEWATER IN TREATMENT PLANT WITH ACTIVATED SLUDGE SYSTEM
title_sort study of increasing organic compounds removal and decolorization efficiency of textile wastewater in treatment plant with activated sludge system
url https://digilib.itb.ac.id/gdl/view/70676
_version_ 1822278833678581760