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Cover image for Adsorptive removal of heavy metals from groundwater by iron oxide based adsorbents
Title:
Adsorptive removal of heavy metals from groundwater by iron oxide based adsorbents
Publication Information:
Leiden : CRC Pr., 2014
Physical Description:
xv, 152 pages : illustrations ; 25 cm.
ISBN:
9781138020641
DSP_DISSERTATION:
Master of Science - University of Witwatersrand

Dissertation submitted in fulfillment of the requirements of the Board for Doctorates of Delft University of Technology and of the Academic Board of UNESCO-IHE Institute for Water Education for the Degree of Doctor to be defended in public on Friday, 6 December 2013, at 10:00 o'clock in Delft, the Netherlands.

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30000010337977 TD427.M44 U93 2014 r Reference Book UTM Master External Thesis (Closed Access)
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Summary

Summary

In general, groundwater is a preferred source of drinking water because of its convenient availability and its constant and good quality. However this source is vulnerable to contamination by several substances. Acceptable quality limits relative to micropollutant contents in drinking water are becoming increasingly lower and efficient elimination treatment processes are being implemented in order to meet these requirements. Metals contaminants at low concentration are difficult to remove from water. Chemical precipitation and other methods become inefficient when contaminants are present in trace concentrations and the process of adsorption is one of the few alternatives available for such situations. This book describes the adsorption method in the removal of selected heavy metals present as cations (Cd2+, Cu2+ and Pb2+) or oxyanions (Cr(VI) and As(V)) using iron oxide coated sand (IOCS) and granular ferric hydroxide (GFH). The effects of pH, natural organic matter (fulvic acid (FA)) and interfering ions (PO43-, Ca2+) on the adsorption efficiency were also assessed. The sorption reactions that take place at the surface of the adsorbent were also described through the surface complexation modelling for Cd2+, Cu2+ and Pb2+ adsorption. Batch adsorption tests and rapid small scale column tests (RSST) were used as laboratory methods.


Author Notes

Mrs. Valentine Uwamariya was born at Shangi Sector in Nyamasheke District on the 14th May 1971. She went to Groupe scolaire Sainte Famille Nyamasheke for secondary education and later joined the National University of Rwanda. She graduated with the degree of Bsc in Organic Chemistry in 1999 with distinction. From June 2000, she has been working as assistant lecturer at the same university, in the Department of Chemistry. In 2003, she joined the University of Witwatersrand in South Africa where she obtained a Master of Science in Electrochemistry in 2005 with distinction. In the same year she has been promoted to the grade of a lecturer. In 2007, she was awarded a scholarship by the Netherlands Government to study a PhD at UNESCO-IHE, Institute for water Education, under sandwich construction program. Her area of interest is analytical chemistry applied to the environment.


Table of Contents

Acknowledgmentsp. vi
Abstractp. viii
Chapter 1 General Introductionp. 1
1.1 Sanitation in Urban Slums of Developing Countriesp. 2
1.2 Research Scope and Objectivesp. 3
1.3 Thesis Outlinep. 4
Referencesp. 4
Chapter 2 Sanitation Technology Options for Urban Slumsp. 7
2.1 Introductionp. 9
2.1.1 Sanitation in slumsp. 9
2.1.2 Public health and consequences of poor sanitationp. 10
2.1.3 Sustainable sanitationp. 11
2.2 Waste Streams in Urban Slumsp. 12
2.2.1 Excretap. 12
2.2.3 Grey waterp. 15
2.2.4 Solid Wastep. 18
2.3 Sanitation Systems for Urban Slumsp. 19
2.3.1 Introductionp. 19
2.3.2 Collection and treatment of sewagep. 21
2.3.3 Collection and treatment of faecal sludgep. 22
2.3.4 Collection and treatment of urinep. 28
2.3.5 Collection and treatment of solid waste and faecal sludge for resource recoveryp. 30
2.3.6 Collection and treatment of grey waterp. 34
2.4 Conclusionp. 36
Referencesp. 37
Chapter 3 Selection of Sustainable Sanitation Technologies for Urban Slumsp. 49
3.1 Introductionp. 51
3.1.1 Sanitation in slum areasp. 51
3.1.2 Case study area: Bwaise IIIp. 52
3.2 Materials and Methodsp. 54
3.2.1 Sample size and selectionp. 54
3.2.2 Questionnairesp. 54
3.2.3 Field investigationsp. 55
3.2.4 Technology selection process schemep. 55
3.3 Resultsp. 65
3.3.1 Existing sanitation situationp. 65
3.3.2 Technology selectionp. 70
3.4 Discussionp. 72
3.4.1 Human excreta managementp. 72
3.4.2 Water supplyp. 73
3.4.3 Solid waste managementp. 73
3.4.4 Ranking of the technologies using the sustainability criteriap. 74
3.5 Conclusionsp. 75
Referencesp. 76
Chapter 4 Genomic Copy Concentrations of Selected Waterborne Viruses in a Slum Environment in Kampala, Ugandap. 80
4.1 Introductionp. 82
4.2 Materials and Methodsp. 84
4.2.1 Characterisation of the slum environmentp. 84
4.2.2 Sample collectionp. 84
4.2.3 Virus concentration by glass wool filtrationp. 87
4.2.4 Nucleic acid extractionp. 87
4.2.5 Quantitative PCR (qPCR) and Reverse transcription-qPCR (RT-qPCR)p. 89
4.2.6 Determining virus concentrationsp. 89
4.2.7 Inhibition and false negative testsp. 90
4.2.8 Quality Controlp. 90
4.3 Resultsp. 90
4.3.1 Characterisation of Bwaise IIIp. 90
4.3.2 Recovery of the bacteriophagesp. 91
4.3.3 Sensitivity and efficiency of the HAdV-F and G and RV assaysp. 92
4.3.4 PCR inhibition testsp. 92
4.3.5 Prevalence of viruses in Bwaise III slump. 92
4.3.6 Temporal virus concentration variationsp. 95
4.3.7 Genomic copy concentrations (GC) of HAdV-F and G, and RVp. 96
4.4 Discussionp. 97
4.4.1 Virus recovery and PCR accuracyp. 97
4.4.2 Waterborne viral contamination in the Bwaise III slump. 97
4.4.3 Possible interventions needed based on the findingsp. 99
4.5 Conclusionsp. 99
Referencesp. 100
Chapter 5 Quantification of Microbial Risks to Human Health Caused by Waterborne Viruses and Bacteria in an Urban Slump. 106
5.1 Introductionp. 108
5.2 Materials and Methodsp. 109
5.2.1 The study areap. 109
5.2.2 Hazard Identificationp. 109
5.2.3 Exposure Assessmentp. 110
5.2.4 Sample collection and analysis for detection of bacteriap. 112
5.2.5 Sample collection and analysis for detection of waterborne virusesp. 113
5.2.6 Dose-response modelsp. 113
5.2.7 Risk characterisationp. 114
5.2.8 Burden of the disease determinationp. 115
5.2.9 Variability and uncertainty in the datap. 117
5.3 Resultsp. 119
5.3.1 Sources of contamination and concentrations of bacteria and waterborne virusesp. 119
5.3.2 Risk of infectionp. 122
5.3.3 Disease burdenp. 124
5.4 Discussionp. 127
5.4.1 Concentration of bacteria and waterborne virusesp. 127
5.4.2 Risk of infectionp. 128
5.4.3 The disease burden in the Bwaise III slump. 129
5.4.4 Intervention options to reduce the risk of infection and the disease burden in Bwaise IIIp. 130
5.5 Conclusionsp. 131
Referencesp. 132
Chapter 6 Grey Water Characterisation and Pollutant Loads in an Urban Slump. 138
6.1 Introductionp. 140
6.2 Materials and Methodsp. 141
6.2.1 Study Areap. 141
6.2.2 Selection of householdsp. 141
6.2.3 Selection of the tertiary drainsp. 141
6.2.4 Collection of grey water samplesp. 143
6.2.5 Analytical techniquesp. 143
6.2.6 Pollutant loadsp. 144
6.2.7 Statistical analysisp. 144
6.3 Resultsp. 145
6.3.1 Quantity of grey water produced in Bwaise IIIp. 145
6.3.2 Physical and chemical characteristics of grey water in Bwaise IIIp. 147
6.3.3 Bacteriological quality of grey waterp. 153
6.3.4 Specific pollutant loads originating from grey waterp. 155
6.3.5 Variation of grey water quality in tertiary drainsp. 157
6.4 Discussionp. 159
6.4.1 Grey water production in Bwaise IIIp. 159
6.4.2 Biodegradability of grey waterp. 159
6.4.3 Variation of the grey water quality from tertiary drains in Bwaise IIIp. 160
6.4.4 Grey water pollutant loads and its potential environmental impactsp. 161
6.4.5 Microorganism concentration and loads in grey waterp. 162
6.5 Conclusionsp. 163
Referencesp. 163
Chapter 7 Grey Water Treatment in Urban Slums by a Filtration System: Optimisation of the Filtration Mediump. 169
7.1 Introductionp. 171
7.2 Materials and Methodsp. 172
7.2.1 Study area and household selectionp. 172
7.2.2 Grey water collectionp. 172
7.2.3 Filter column set upsp. 172
7.2.4 Operating conditionsp. 173
7.2.5 Characterization of the filter mediap. 174
7.2.6 Analytical techniquesp. 177
7.3 Results I77
7.3.1 Characteristics of silica sand, crushed lava rock and granular activated carbonp. 177
7.3.2 Characteristics of the non-settled grey water and the filter influent (settled grey water mixture)p. 177
7.3.3 COO, TOC, DOC and TSS removal by filter columnsp. 181
7.3.4 Nutrient removal by filter columnsp. 187
7.3.5 E. coli. Salmonella spp. and total conforms removalp. 190
7.4 Discussionp. 192
7.4.2 Grey water characteristicsp. 192
7.4.3 The role of pre-treatmentp. 193
7.4.4 Performance of the filter columns in parallel and in seriesp. 193
7.5 Conclusionsp. 195
References I95
Chapter 8 A Two-Step Crushed Lava Rock Filter Unit for Grey Water Treatment at Household Level in an Urban Slump. 199
8.1 Introductionp. 201
8.2 Materials and Methodsp. 202
8.2.1 Study areap. 202
8.2.2 Household selectionp. 202
8.2.3 Design and implementation of the crushed lava rock filter in Bwaise IIIp. 203
8.2.4 Characterization of the crushed lava rockp. 206
8.2.5 Sampling strategyp. 208
8.2.6 Analytical techniquesp. 208
8.3 Resultsp. 209
8.3.1 Physical and chemical characteristics of the crushed lava rockp. 209
8.3.2 Characteristics of raw and pre-treated grey waterp. 212
8.3.3 Pollutant removal from grey water by the crushed lava rock filterp. 214
8.4 Discussionp. 221
8.5 Conclusionsp. 224
Referencesp. 225
Chapter 9 General Discussion, Conclusions and Recommendationsp. 231
9.1 Introductionp. 232
9.2 Selection of Sustainable Sanitation Technologiesp. 234
9.3 Quantification of Microbial Risks in Bwaise IIIp. 235
9.4 Grey Water Pollution Load Bwaise IIIp. 238
9.5 Decentralised Grey Water Treatment with a Low-Technology Systemp. 239
9.6 Conclusionsp. 244
9.7 Recommendations for Further Researchp. 244
Referencesp. 245
Summaryp. 249
Samenvattingp. 251
Curriculum Vitaep. 253
List of Scientific Publicationsp. 254
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