The ability of six types of granular activated carbon (GAC) to quench H2O2 was evaluated by bench-scale H2O2 decomposition kinetics tests and pilot-scale H2O2 breakthrough tests. Bench-scale studies showed that carbon ageing significantly reduced the performance of H2O2 quenching by the GAC, but that the greatest impacts occurred within the first 25 000 bed volumes of water treated, with performance tending to stabilize afterwards. Pilot-scale studies suggested that both H2O2 exposure and exposure to natural organic matter were important factors in GAC ageing, with exposure to oxygen also suspected of being important. A continuously stirred tank reactor (CSTR)-in-series model was proposed for the prediction of H2O2 breakthrough in a GAC column.

The ability of six types of granular activated carbon (GAC) to quench H2O2 was evaluated by bench-scale H2O2 decomposition kinetics tests and pilot-scale H2O2 breakthrough tests. Bench-scale studies showed that carbon ageing significantly reduced the performance of H2O2 quenching by the GAC, but that the greatest impacts occurred within the first 25 000 bed volumes of water treated, with performance tending to stabilize afterwards. Pilot-scale studies suggested that both H2O2 exposure and exposure to natural organic matter were important factors in GAC ageing, with exposure to oxygen also suspected of being important. A continuously stirred tank reactor (CSTR)-in-series model was proposed for the prediction of H2O2 breakthrough in a GAC column.

A crescente contaminação dos sistemas de água doce com milhares de compostos químicos naturais e industriais é um dos principais problemas ambientais enfrentados pela humanidade. Embora a maioria destes compostos esteja presente em baixas concentrações, muitos deles podem causar efeitos danosos à saúde. Adicionalmente ao aumento da poluição, com a descarga de fertilizantes, pesticidas, fármacos, detergentes, derivados de petróleo, entre outros, grande parte das instalações para tratamento de água no Brasil opera com sistema convencional, não atuando de forma eficiente na remoção desses microcontaminates. Carvão ativado em pó (CAP) e granular (CAG) tem sido utilizados em muitos países para remoção de microcontaminantes e substâncias que causam gosto e odor na água. No Brasil já foram desenvolvidas diversas pesquisas com o emprego de CAP para remoção de gosto e odor e alguns contaminantes específicos de águas de abastecimento. Neste trabalho foi testado um CAG produzido a partir de cascas de coco para remoção por adsorção de microcontaminates orgânicos de águas de abastecimento. A água utilizada nos experimentos foi coletada no ponto de captação da Estação de Tratamento de Água (ETA) Lomba do Sabão. Para a caracterização da capacidade adsortiva do carvão foram realizados seis ensaios de isotermas de adsorção e quatro ensaios em colunas de leito fixo, projetada com base na norma ASTM D 3922. Os microcontaminantes orgânicos foram quantificados pela concentração de carbono orgânico dissolvido (COD), medido em analisador de carbono orgânico e por absorbância em espectofotômetro em comprimento de onda de 254nm. Os resultados indicam que o carvão utilizado tem baixa capacidade de adsorver a mistura de microcontaminantes presentes na água de abastecimento, quantificados como COD. Isto se deve, provavelmente, a falta de afinidade entre muitos destes compostos e o carvão. / Pollution growth in water bodies brought by daily discharge of thousands of chemicals from anthropogenic sources is one of the main environmental issues confronting humankind. Although most of these chemicals are present in very low concentrations, they can still be hazardous.to health. Additionally to the increasing levels of pollution brought by discharges of fertilizers, pesticides, prescription drugs and pharmaceuticals, detergents, and petroleum derivatives, among others, the standard processes that are used in drinking water treatment plants in Brazil are not effective to remove these micropollutants. Powdered (PAC) and granular (GAC) activated carbon have been used in many countries to remove micropollutants and taste and odor-causing substances from water. In Brazil, research has been made using PAC to remove taste and odor substances and specific micropollutants from water. In this research, GAC produced from coconut shells was used to test the removal of organic micropollutants present in source water by adsorption. Water used in this research was collected at the intake of Lomba do Sabão drinking water treatment plant in Porto Alegre. In order to assess the GAC adsorption capacity, six isotherm (batch) and four column (continuous flow) assays were performed according to ASTM D 3922 standard. Organic micropollutants were quantified by the concentration of dissolved organic carbon (DOC) and by ultraviolet absorption at 254 nm wavelength. The results suggest that the tested GAC have limited capability in adsorb the complex mixture of micropollutants that are present in source water, as measured by DOC. This is probably caused by lack of affinity between many micropollutants present in the mixture and the carbon.

abstract: Granular activated carbon (GAC) is effectively used to remove natural organic matter (NOM) and to assist in the removal of disinfection byproducts (DBPs) and their precursors. However, operation of GAC is cost- and labor-intensive due to frequent media replacement. Optimizing the use of GAC is necessary to ensure treatment efficiency while reducing costs. This dissertation presents four strategies to reduce improve GAC usage while reducing formation of DBPs. The first part of this work adopts Rapid Small Scale Tests (RSSCTs) to evaluate removal of molecular weight fractions of NOM, characterized using size exclusion chromatography (SECDOC). Total trihalomethanes (TTHM), haloacetic acids (HAA5) and haloacetonitriles (HAN) formation were quantified after treatment with GAC. Low MW NOM was removed preferentially in the early bed volumes, up until exhaustion of available adsorption sites. DBP formation potential lowered with DOC removal. Chlorination prior to GAC is investigated in the second part of this work as a strategy to increase removal of NOM and DBP precursors. Results showed lower TTHM formation in the effluent of the GAC treatment when pre-chlorination was adopted, meaning this strategy could help optimize and extend the bed life if GAC filters. The third part of this work investigates in-situ GAC regeneration as an alternative to recover adsorption capacity of field-spent GAC that could potentially offer new modes of operation for water treatment facilities while savng costs with reactivation of spent GAC in an external facility. Field-spent GACs were treated with different oxidant solutions and recovery in adsorption capacity was evaluated for NOM and for two micro pollutants. Recovery of GAC adsorption capacity was not satisfactory for most of conditions evaluated. This indicates that in-situ GAC regeneration could be more effective when the adsorbates are present at high concentrations. Lastly, this work investigates the impact of low molecular weight polyDADMAC on N-nitrosodimethylamine (NDMA) formation. Water treatment facilities rely on polyDADMAC as a coagulant aid to comply with NOM removal and turbidity requirements. Since polymer-derived NDMA precursors are not removed by GAC, it is essential to optimize the use and synthesis of polyDADMAC to reduce NDMA precursors during water treatment. / Dissertation/Thesis / Doctoral Dissertation Civil, Environmental and Sustainable Engineering 2017

A crescente contaminação dos sistemas de água doce com milhares de compostos químicos naturais e industriais é um dos principais problemas ambientais enfrentados pela humanidade. Embora a maioria destes compostos esteja presente em baixas concentrações, muitos deles podem causar efeitos danosos à saúde. Adicionalmente ao aumento da poluição, com a descarga de fertilizantes, pesticidas, fármacos, detergentes, derivados de petróleo, entre outros, grande parte das instalações para tratamento de água no Brasil opera com sistema convencional, não atuando de forma eficiente na remoção desses microcontaminates. Carvão ativado em pó (CAP) e granular (CAG) tem sido utilizados em muitos países para remoção de microcontaminantes e substâncias que causam gosto e odor na água. No Brasil já foram desenvolvidas diversas pesquisas com o emprego de CAP para remoção de gosto e odor e alguns contaminantes específicos de águas de abastecimento. Neste trabalho foi testado um CAG produzido a partir de cascas de coco para remoção por adsorção de microcontaminates orgânicos de águas de abastecimento. A água utilizada nos experimentos foi coletada no ponto de captação da Estação de Tratamento de Água (ETA) Lomba do Sabão. Para a caracterização da capacidade adsortiva do carvão foram realizados seis ensaios de isotermas de adsorção e quatro ensaios em colunas de leito fixo, projetada com base na norma ASTM D 3922. Os microcontaminantes orgânicos foram quantificados pela concentração de carbono orgânico dissolvido (COD), medido em analisador de carbono orgânico e por absorbância em espectofotômetro em comprimento de onda de 254nm. Os resultados indicam que o carvão utilizado tem baixa capacidade de adsorver a mistura de microcontaminantes presentes na água de abastecimento, quantificados como COD. Isto se deve, provavelmente, a falta de afinidade entre muitos destes compostos e o carvão. / Pollution growth in water bodies brought by daily discharge of thousands of chemicals from anthropogenic sources is one of the main environmental issues confronting humankind. Although most of these chemicals are present in very low concentrations, they can still be hazardous.to health. Additionally to the increasing levels of pollution brought by discharges of fertilizers, pesticides, prescription drugs and pharmaceuticals, detergents, and petroleum derivatives, among others, the standard processes that are used in drinking water treatment plants in Brazil are not effective to remove these micropollutants. Powdered (PAC) and granular (GAC) activated carbon have been used in many countries to remove micropollutants and taste and odor-causing substances from water. In Brazil, research has been made using PAC to remove taste and odor substances and specific micropollutants from water. In this research, GAC produced from coconut shells was used to test the removal of organic micropollutants present in source water by adsorption. Water used in this research was collected at the intake of Lomba do Sabão drinking water treatment plant in Porto Alegre. In order to assess the GAC adsorption capacity, six isotherm (batch) and four column (continuous flow) assays were performed according to ASTM D 3922 standard. Organic micropollutants were quantified by the concentration of dissolved organic carbon (DOC) and by ultraviolet absorption at 254 nm wavelength. The results suggest that the tested GAC have limited capability in adsorb the complex mixture of micropollutants that are present in source water, as measured by DOC. This is probably caused by lack of affinity between many micropollutants present in the mixture and the carbon.

A crescente contaminação dos sistemas de água doce com milhares de compostos químicos naturais e industriais é um dos principais problemas ambientais enfrentados pela humanidade. Embora a maioria destes compostos esteja presente em baixas concentrações, muitos deles podem causar efeitos danosos à saúde. Adicionalmente ao aumento da poluição, com a descarga de fertilizantes, pesticidas, fármacos, detergentes, derivados de petróleo, entre outros, grande parte das instalações para tratamento de água no Brasil opera com sistema convencional, não atuando de forma eficiente na remoção desses microcontaminates. Carvão ativado em pó (CAP) e granular (CAG) tem sido utilizados em muitos países para remoção de microcontaminantes e substâncias que causam gosto e odor na água. No Brasil já foram desenvolvidas diversas pesquisas com o emprego de CAP para remoção de gosto e odor e alguns contaminantes específicos de águas de abastecimento. Neste trabalho foi testado um CAG produzido a partir de cascas de coco para remoção por adsorção de microcontaminates orgânicos de águas de abastecimento. A água utilizada nos experimentos foi coletada no ponto de captação da Estação de Tratamento de Água (ETA) Lomba do Sabão. Para a caracterização da capacidade adsortiva do carvão foram realizados seis ensaios de isotermas de adsorção e quatro ensaios em colunas de leito fixo, projetada com base na norma ASTM D 3922. Os microcontaminantes orgânicos foram quantificados pela concentração de carbono orgânico dissolvido (COD), medido em analisador de carbono orgânico e por absorbância em espectofotômetro em comprimento de onda de 254nm. Os resultados indicam que o carvão utilizado tem baixa capacidade de adsorver a mistura de microcontaminantes presentes na água de abastecimento, quantificados como COD. Isto se deve, provavelmente, a falta de afinidade entre muitos destes compostos e o carvão. / Pollution growth in water bodies brought by daily discharge of thousands of chemicals from anthropogenic sources is one of the main environmental issues confronting humankind. Although most of these chemicals are present in very low concentrations, they can still be hazardous.to health. Additionally to the increasing levels of pollution brought by discharges of fertilizers, pesticides, prescription drugs and pharmaceuticals, detergents, and petroleum derivatives, among others, the standard processes that are used in drinking water treatment plants in Brazil are not effective to remove these micropollutants. Powdered (PAC) and granular (GAC) activated carbon have been used in many countries to remove micropollutants and taste and odor-causing substances from water. In Brazil, research has been made using PAC to remove taste and odor substances and specific micropollutants from water. In this research, GAC produced from coconut shells was used to test the removal of organic micropollutants present in source water by adsorption. Water used in this research was collected at the intake of Lomba do Sabão drinking water treatment plant in Porto Alegre. In order to assess the GAC adsorption capacity, six isotherm (batch) and four column (continuous flow) assays were performed according to ASTM D 3922 standard. Organic micropollutants were quantified by the concentration of dissolved organic carbon (DOC) and by ultraviolet absorption at 254 nm wavelength. The results suggest that the tested GAC have limited capability in adsorb the complex mixture of micropollutants that are present in source water, as measured by DOC. This is probably caused by lack of affinity between many micropollutants present in the mixture and the carbon.

Analytical analyses conducted at the Himmerfjärden WWTP (285.000 PE connected) identified 70 pharmaceutical compounds belonging to different therapeutic classes. Such organic micropollutants at low detected concentration range of µg - ng l-1 did not affect the treatment processes at WWTP. Results from analytical studies indicated continuous discharge of organic micropollutants to the surface water with a calculated load amounting to 1.51 kg day-1. Metoprolol, carbamazepine and naproxen were chosen for testing different removal methods. Oxygen Uptake Rate (OUR) tests were conducted to assess the bacterial activity of an activated sludge taken from a full scale aeration plant with the presence of selected target compounds. A semi-technical scale membrane bioreactor ZeeWeed10™, treating final effluent from the Himmerfjärden WWTP (Sweden) was seeded with activated sludge from full scale biological stage. The membrane bioreactor (MBR) system placed after the final treatment appeared to be an insufficient technology for removal of residual amounts of organic micropollutants from WWTP effluents. Batch test studies with activated sludge taken from the membrane bioreactor and with application of granular activated carbon (GAC) filtration resulted in giving an overall assessment of removal efficiency. Metoprolol and carbamazepine tend to be resistant to the biodegradation process and in the dosed high concentration lead to bacterial cell decomposition in the activated sludge. Apparently, removal efficiency for naproxen exceeded the value of 46% with the spiked initial amount of 3.3 mg NAP g-1 MLSS. Application of the GAC filtration proved to be an efficient technique for removal of pharmaceutical compounds from treated wastewater. Application of the statistical programme Modde7 was a time saving tool in studies of fouling occurrence. The effect of fouling phenomenon, which is a highly limiting factor for MBR performance, was minimised by adjusting the operational parameters as predicted by the Modde7 programme. / QC 20101104

In this thesis project, different existing granular activated carbon regeneration methods/technologies are assessed based on existing literature. The project aims to identify and analyse the method with the highest on-site regeneration potential by using the Himmerfjärdsverket wastewater treatment plant as a reference and performing a cost estimation analysis.  Information is gathered about different methods from the literature study and then sorted into the following parts: working principle, technology readiness and cost, advantages and disadvantages, and references (case studies). The methods are then assessed and compared by a scoring and weightage system, where the factors which are regeneration efficiency, ease of implementation, sustainability, cost, and reliability are weighted and then scored for each method. Furthermore, the highest scoring method is then compared to the proposed regeneration method at Himmerfjärdsverket.  The results from my comparison and assessment show that chemical regeneration is the highest scored method, followed by microwave and wet-oxidation regeneration methods. On applying chemical regeneration at Himmerfjärdsverket, it is found out that it may indeed be cheaper and more sustainable than the proposed off-site regeneration method. However, thermal and biological regeneration are better alternatives at Himmerfjärdsverket than microwave and wet- oxidation.  From the above results, chemical regeneration has the highest potential for on-site regeneration of granular activated carbon in Sweden. / Läkemedel i vatten är ett stort hot mot miljö och hälsa. Kommunalt avloppsvatten består av avloppsvatten från hushåll, privata och offentliga institutioner och dagvattenavrinning. En viktig läkemedelskälla i avloppsvatten är ett läkemedel som kommer in via urin och / eller avföring. Olika tekniker finns för avlägsnande av farmaceutiska rester och andra mikroföroreningar från avloppsvatten. En sådan teknik är adsorptionen av dessa rester med hjälp av Granulärt Aktivtkor (GAC). Aktivtkor (AC) är ett kolhaltigt material med liten pordiameter, stora porvolymer och hög specifik yta rea vid bearbetning. Det anses vara det bästa adsorptionsmedlet för att adsorbera organiska, oorganiska och giftiga metalljoner som finns i avloppsvattnet. Det finns två typer av aktivtkol som används för att avlägsna farmaceutiska rester: Granulärt aktivtkol och pulveriserat aktivt kol.  Denna forskning syftar till att identifiera, jämföra och bedöma befintlig regenereringsteknik för att hitta den teknik som har störst potential och använda den på ett referensavloppsreningsverk. Det finns olika metoder för regenerering av använt aktivt kol (SAC). Dessa är termisk regenerering, kemisk regenerering, biologisk regenerering, elektrokemisk regenerering, mikrovågsregenerering och våt-oxidationsregenerering. Metoderna listas och förklaras med hjälp av deras arbetsprincip, beredskap, kostnad, fördelar, nackdelar och referenser till studier där de har använts.  Flera kriterier / faktorer beaktas för bedömning och jämförelse av olika regenereringsmetoder. Faktorerna poängsätts sedan med hjälp av ett viktat poängsystem. Var och en av de ovannämnda faktorerna görs mellan 0–5 och tilldelas en vikt mellan 1–3. En högre poäng betyder bättre prestanda i den givna faktorn. Medan en högre vikt betyder betydelsen av faktorn.  Från bedömningen visar sig kemisk regenerering vara den mest lämpliga metoden för regenerering av GAC på plats. Den minst lämpliga metoden är biologisk regenerering med en total poäng på 39. De två bästa regenereringsmetoderna på plats är kemisk och mikrovågsregenerering. I procent har kemisk regenerering och mikrovågsregenerering en rating på 93,3% och 90%. För att validera resultatet av bedömningen används Himmerfjärdsverket som referensavloppsverk.  Himmerfjärdsverket bygger om och expanderar till en högteknologisk anläggning. Den nya anläggningen kommer att bestå av modern reningsteknik och hög reningskapacitet. Den planerade nya anläggningen förväntas vara klar 2025, medan byggandet påbörjades i januari 2020.  I en studie genomförd av Syvab i samarbete med Ramboll, IVL och SU anges att det skulle behövas kolförbrukning på 15–20 g / m3 vatten. Den totala kostnaden per behandlat avloppsvatten skulle sannolikt öka med 20–30% till 2027 om läkemedelsreningen genomförs på Himmerfjärdsverket med hjälp av GAC och av regenereringsmetoden utanför anläggningen. Himmerfjärdsverket kommer att konsumera 3,92 ton kol dagligen eller 27,56 ton varje vecka. Detta kommer att kosta 28,7 miljoner SEK / år för 20 000 EBV (i värsta fall) och 11,5 miljoner SEK / år för 50 000 EBV.  Medan kostnaden för kemisk regenerering av GAC med högsta regenereringseffektivitet uppskattas till 27,4 miljoner SEK / år för användning av flytande NaOH-lösning och 17,7 miljoner SEK / år för användning av fast NaOH för 20 000 EBV. För mängden 573 t / år kol kommer NaOH-förbrukningen att vara 2083,5 t / år, vilket kommer att kosta 7,1 och 10,9 miljoner SEK / år för 50 000 EBV.  Eftersom kostnad är en av de viktigaste faktorerna som motverkar tillämpningen av metoder som är lika tillförlitliga som termisk regenerering. Om termisk regenerering implementeras på Himmerfjärdsverket kan installationen användas för att regenerera GAC från andra reningsverk från Stockholm. 2 GAC-bio filter i serieskapare bättre förutsättningar för biologisk regenerering av GAC samt ger låga föroreningskoncentrationer och höga syrekoncentrationer. För att lägga till det producerar Himmerfjärdsverket biogas som kan användas för att uppnå höga temperaturer som krävs enligt denna metod eller generera den erforderliga elen eller båda. I alla tre fall kommer kostnaden att minskas ytterligare.  Avslutningsvis har kemisk regenerering den högsta regenereringspotentialen på plats bland alla andra studerade metoder. Medan termisk regenerering är nära den andra på grund av kolförlusten. En pilotstudie krävs för att validera de regenereringseffektivitet som nämns i litteraturen och bearbetningsförhållandena och typerna av adsorbera vid Himmerfjärdsverket behöver utvärderas liksom behandlingsförhållandena.

The main objective of this study was to determine the applicability of advanced water treatment processes namely granular activated carbon (GAC) adsorption, ultraviolet (UV) light disinfectant and ozone in the management of deteriorating water quality in the Mid-Vaal River system for drinking purposes. Both the scarcity and the deteriorating quality of water in South Africa can be addressed by investigating advanced water treatment processes such as GAC adsorption, UV light disinfectant and ozone. Previously disregarded water resources have the potential to be purified and advanced treatments can improve water quality where conventional water treatments have failed. In addition, advanced treatment processes can be applied to treat used water. The two sampling sites selected for the study, Rand Water Barrage (RWB) and Midvaal Water Company (MWC), are both located in the Middle Vaal Water Management Area with RWB upstream of MWC. RWB uses GAC adsorption and UV light disinfection and MWC uses ozone as pre- and intermediate treatment process steps for water purification. The quality of the source water at both sampling sites was determined by analysing the physical and chemical characteristics as well as the algal and invertebrate compositions of the source water. The physical and chemical water quality variables measured included pH, conductivity, turbidity, dissolved organic carbon (DOC), total organic carbon (TOC), total photosynthetic pigments (TPP), microcystin and geosmin. The source water of both sites was characterised as hypertrophic on account of high chlorophyll concentrations. The water quality of the two sites was distinctly different and a downstream change was observed. The source water of RWB was characterised by high microcystin, geosmin, DOC, TOC and conductivity measurements and dominated by Bacillariophyceae (diatoms) and Cyanophyceae (blue-green bacteria). Problematic species that were present in the source water of RWB included Aulacoseira sp., other unidentified centric diatoms, Pandorina sp., Anabaena sp., Microcystis sp., Oscillatoria sp., Cryptomonas sp., Ceratium sp. and Trachelomonas sp. The source water of MWC was characterised by high pH, turbidity and TPP measurements and was dominated by Chlorophyceae (green algae) and Bacillariophyceae (diatom) species. Problematic algal species that were present in the source water of MWC included Cyclotella sp., Coelastrum sp., Pediastrum sp. and Scenedesmus sp. The source water of MWC was deemed to be of a better quality due to the lower Cyanophyceae concentrations and lower microcystin levels. The invertebrate composition of both sites was similar with Rotatoria as the dominant invertebrate group. The efficacy of GAC adsorption/UV light disinfection/ozonation on restoring the physical and chemical characteristics of the source water at both sampling sites as well as the algal and invertebrate compositions was determined by ascertaining the nature of the change in or the percentage removal of a water quality variable. The potable water of both sites complied with the standards of water intended for domestic use except for the conductivity at RWB that was slightly elevated. The phytoplankton was removed effectively from the source water of both sites but the removal of invertebrates was unsatisfactory. GAC adsorption and filtration proved to be more effective in the removal of TPP, turbidity, DOC, microcystin and geosmin than ozone. Ozone effected an increase in DOC. UV light disinfection had no or little effect on restoring the water quality variables investigated in this study. / M (Environmental Sciences), North-West University, Potchefstroom Campus, 2015

The main objective of this study was to determine the applicability of advanced water treatment processes namely granular activated carbon (GAC) adsorption, ultraviolet (UV) light disinfectant and ozone in the management of deteriorating water quality in the Mid-Vaal River system for drinking purposes. Both the scarcity and the deteriorating quality of water in South Africa can be addressed by investigating advanced water treatment processes such as GAC adsorption, UV light disinfectant and ozone. Previously disregarded water resources have the potential to be purified and advanced treatments can improve water quality where conventional water treatments have failed. In addition, advanced treatment processes can be applied to treat used water. The two sampling sites selected for the study, Rand Water Barrage (RWB) and Midvaal Water Company (MWC), are both located in the Middle Vaal Water Management Area with RWB upstream of MWC. RWB uses GAC adsorption and UV light disinfection and MWC uses ozone as pre- and intermediate treatment process steps for water purification. The quality of the source water at both sampling sites was determined by analysing the physical and chemical characteristics as well as the algal and invertebrate compositions of the source water. The physical and chemical water quality variables measured included pH, conductivity, turbidity, dissolved organic carbon (DOC), total organic carbon (TOC), total photosynthetic pigments (TPP), microcystin and geosmin. The source water of both sites was characterised as hypertrophic on account of high chlorophyll concentrations. The water quality of the two sites was distinctly different and a downstream change was observed. The source water of RWB was characterised by high microcystin, geosmin, DOC, TOC and conductivity measurements and dominated by Bacillariophyceae (diatoms) and Cyanophyceae (blue-green bacteria). Problematic species that were present in the source water of RWB included Aulacoseira sp., other unidentified centric diatoms, Pandorina sp., Anabaena sp., Microcystis sp., Oscillatoria sp., Cryptomonas sp., Ceratium sp. and Trachelomonas sp. The source water of MWC was characterised by high pH, turbidity and TPP measurements and was dominated by Chlorophyceae (green algae) and Bacillariophyceae (diatom) species. Problematic algal species that were present in the source water of MWC included Cyclotella sp., Coelastrum sp., Pediastrum sp. and Scenedesmus sp. The source water of MWC was deemed to be of a better quality due to the lower Cyanophyceae concentrations and lower microcystin levels. The invertebrate composition of both sites was similar with Rotatoria as the dominant invertebrate group. The efficacy of GAC adsorption/UV light disinfection/ozonation on restoring the physical and chemical characteristics of the source water at both sampling sites as well as the algal and invertebrate compositions was determined by ascertaining the nature of the change in or the percentage removal of a water quality variable. The potable water of both sites complied with the standards of water intended for domestic use except for the conductivity at RWB that was slightly elevated. The phytoplankton was removed effectively from the source water of both sites but the removal of invertebrates was unsatisfactory. GAC adsorption and filtration proved to be more effective in the removal of TPP, turbidity, DOC, microcystin and geosmin than ozone. Ozone effected an increase in DOC. UV light disinfection had no or little effect on restoring the water quality variables investigated in this study. / M (Environmental Sciences), North-West University, Potchefstroom Campus, 2015