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E-raamat: Municipal Wastewater Management in Developing Countries

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  • Ilmumisaeg: 30-Apr-2006
  • Kirjastus: IWA Publishing
  • Keel: eng
  • ISBN-13: 9781780402505
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  • Formaat: PDF+DRM
  • Ilmumisaeg: 30-Apr-2006
  • Kirjastus: IWA Publishing
  • Keel: eng
  • ISBN-13: 9781780402505
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Municipal Wastewater Management in Developing Countries discusses various approaches to municipal wastewater management in order to protect both public health and the environment, with the major focus being on waterborne diseases. Developing countries can be divided into two main categories, i.e. countries in transition with higher growth rates where industrialisation and urbanisation are taking place rapidly, and countries with slower growth rates. It is important, therefore, that approaches should be tailor-made and site-specific. In general, the major trends of water pollution control have significantly contributed to the development of ?conventional sanitation? approaches in terms of legal and financial frameworks, as well as technological enhancement. Despite advances in the science, engineering and legal frameworks, 95 per cent of the wastewater in the world is released into the environment without treatment. Only five per cent of global wastewater is properly treated using the ?standard? sanitation facilities, mainly in developed countries. As a result, the majority of the world s population is still exposed to waterborne diseases, and the quality of water resources has been rapidly degraded, particularly in poor developing countries. The challenge now is to provide the world s population, especially the poor, with adequate water and sanitation facilities. Despite billions of dollars of investment spent every year, billions of poor people are still suffering and dying because of poor sanitation. At the beginning of this century, about 1.1 billion people lived without access to clean water (compared to about the same number in 1990), 2.4 billion without appropriate sanitation (compared to 2.3 billion in 1990) and four billion without sound wastewater disposal. The future scenario, that water resources will be further depleted by a growing world population, will be coupled with environmental degradation due to poor pollution control, particularly in most of the developing countries. In order to address the issue of water and wastewater management in developing countries it is necessary to take into consideration the segments of the society itself, particularly the types of housing areas. The segments will indicate the level of socio-economic, mentality and knowledge, which is important for any planned changes in their life style and social engineering. It is also important to segregate the funding framework of any proposed projects. High-income urban communities, for instance, are generally willing to pay for sewerage services and higher water supply tariffs, therefore a designated system can be accordingly provided. Over the past 10 years, serious criticism has been given to the ?conventional sanitation? approach, consequently many definitions, concepts and characteristics have been proposed on ?sustainable sanitation . Sustainable sanitation is a relevant concept in order to achieve the  Millennium Development Goals by 2015 of providing water supply and adequate sanitation for developing countries. Sustainable sanitation is flexible in approach any community ? poor or rich, urban or rural, water-rich or water-poor country ? and requires lower investment costs compared to conventional sanitation approaches. It is also important to note that the framework of sustainable sanitation is much easier  to adopt in developing countries where water supply and sanitation infrastructures are still in the developing stages. In some developing countries, no public facilities are available therefore it is an ideal condition to start a new infrastructure with a new framework. This comprehensive reference, prepared by leading international authorities, will provide an invaluable reference for all those concerned with the management of sanitation services in developing countries worldwide.
Preface xiv
Contributors xv
PART 1: POLICY AND MANAGEMENT ISSUES
1 Sustainable sanitation for developing countries
1(16)
Zaini Ujang and Mogens Henze
1.1 Introduction
1(7)
1.1.1 Major trends
2(1)
1.1.2 Conventional sanitation approach
3(2)
1.1.3 The challenge
5(1)
1.1.4 The dilemma of developing countries
6(2)
1.2 Poor developing countries
8(1)
1.3 Countries with high growth rate
9(1)
1.4 Socio-economic categories
9(2)
1.5 Sustainability and sanitation
11(4)
1.6 Sustainable sanitation for developing countries
15(2)
2 Setting Effluent Quality Standards
17(29)
Robert Hughes, Coen Ho and Kuruvilla Mathew
2.1 Introduction
17(8)
2.1.1 Current conditions
19(2)
2.1.2 Setting realistic quality standards based on available resources
21(4)
2.2 Water quality
25(3)
2.2.1 Water quality criteria and standards
25(1)
2.2.2 Scientific basis for development of criteria and standards
26(1)
2.2.3 Classes of water
27(1)
2.3 Criteria for discharge
28(5)
2.3.1 Assimilative capacity of receiving environments
29(2)
2.3.2 Relating discharges to assimilative capacity of receiving environments
31(1)
2.3.3 Setting effluent standards with multiple discharges
31(1)
2.3.4 Discharge licences for water quality control
32(1)
2.4 Criteria for reuse
33(7)
2.4.1 Reuse as a means of water quality control
34(1)
2.4.2 Water quality criteria for reuse
35(2)
2.4.3 Reuse for forestry, agriculture (including hydroponic systems), horticulture, aquaculture, polyculture
37(3)
2.5 Case study of a developing country
40(6)
3 Strategy and Planning of Sewerage Infrastructures for Developing Countries: Experience of Malaysia
46(24)
Zaini Ujang
3.1 Introduction
46(5)
3.1.1 Malaysia in brief
47(1)
3.1.2 Sewerage development in Malaysia
47(4)
3.2 Sewerage Policy
51(6)
3.2.1 National framework
54(1)
3.2.2 Regional and Local Authorities
55(1)
3.2.3 Privatisation
56(1)
3.3 Capital contribution
57(7)
3.4 Catchment strategy
64(4)
3.4.1 Sewerage system
64(1)
3.4.2 Basic principles
65(1)
3.4.3 Sewerage management alternatives
65(2)
3.4.4 Financial analysis and options
67(1)
3.5 Conclusion
68(2)
PART 2: TECHNOLOGY OPTIONS
4 Wastewater Treatment Technology for Developing Countries
70(28)
Mogens Henze, Zaini Ujang and Eddy Soedjono
4.1 Introduction
70(2)
4.2 Biofilm system
72(9)
4.2.1 Mass balance for biofilters
74(1)
4.2.2 Concept and definitions for biofilters
74(1)
4.2.3 Design of biofilters
75(4)
4.2.4 Technical conditions concerning biofilters
79(2)
4.3 Activated sludge treatment system
81(15)
4.3.1 Mass balance in activated sludge plant
81(3)
4.3.2 Concept and definitions of the activated sludge process
84(8)
4.3.3 Design of the activated sludge processes
92(1)
4.3.4 Design using volumetric loading
92(3)
4.3.5 The design using sludge loading or sludge age
95(1)
4.4 Hybrid technology
96(1)
4.5 Conclusion
97(1)
5 Collection Systems - dry and wet weather performance
98(36)
Jes Vollertsen and Thorkild Hvitved-Jacobsen
5.1 Introduction
98(3)
5.2 Types of collection systems
101(2)
5.3 Sources and quantities of dry weather wastewater
103(4)
5.3.1 Wastewater from households
103(2)
5.3.2 Institutions, business areas and industries
105(1)
5.3.3 Infiltration and drainage of buildings
106(1)
5.4 Stormwater quantities
107(7)
5.4.1 Precipitation and design storms
109(2)
5.4.2 Choosing return frequency and storm duration
111(1)
5.4.3 Impervious surfaces and runoff coefficients
112(1)
5.4.4 Runoff hydrographs
113(1)
5.5 Rooting of dry and wet weather flow
114(2)
5.5.1 Dry weather flow
114(1)
5.5.2 Wet weather flow
115(1)
5.6 Wastewater quality
116(8)
5.6.1 Types and concentrations of wastewater quality parameters
116(3)
5.6.2 Characterization of wastewater organic matter
119(4)
5.6.3 Variability in wastewater composition
123(1)
5.7 Stormwater quality
124(3)
5.7.1 Separate systems
124(1)
5.7.2 Combined systems
125(1)
5.7.3 Pollutants variability
126(1)
5.8 Stormwater impact mitigation
127(1)
5.9 Chemical, biological and physical processes in sewers
128(4)
5.9.1 Why simulate sewer processes?
129(1)
5.9.2 Corrosion and odours
129(1)
5.9.3 Treatment plant impacts
130(1)
5.9.4 Receiving water impacts
130(1)
5.9.5 Integrated urban wastewater management
130(2)
5.10 Concluding remarks
132(2)
6 Conventional Small and Decentralized Wastewater Systems
134(34)
Robert Hughes, Goen Ho and Kuruvilla Mathew
6.1 Introduction
134(3)
6.1.1 Current practices in developing countries
135(1)
6.1.2 Conventional and decentralised wastewater systems
136(1)
6.2 Small systems and sustainability
137(4)
6.2.1 Relationship between small systems and sustainability
137(3)
6.2.2 Economic, social and cultural implications of small systems
140(1)
6.3 Sewerage systems
141(3)
6.3.1 Settled sewerage (small bore sewerage)
141(1)
6.3.2 Simplified sewerage (shallow sewerage, including condominial sewerage)
142(1)
6.3.3 Low cost sewerage and community involvement
143(1)
6.4 Small systems
144(5)
6.4.1 Ponds and lagons
144(1)
6.4.2 Constructed wetlands
144(1)
6.4.3 Land-based treatment systems
145(2)
6.4.4 Reuse
147(1)
6.4.5 Aquaculture systems
148(1)
6.4.6 Sludge management
148(1)
6.5 Onsite systems
149(8)
6.5.1 Ventilated improved pit (VIP) latrine
149(1)
6.5.2 Vermicompost toilets
149(2)
6.5.3 Composting toilets
151(1)
6.5.4 Pour flush toilets
152(1)
6.5.5 Septic tanks (including Imhoff tanks)
153(1)
6.5.6 Leach drains
154(1)
6.5.7 Evapotranspiration beds
155(1)
6.5.8 Digesters (small anaerobic systems)
155(1)
6.5.9 Reuse of wastewater and sludge
156(1)
6.6 Selection of small and onsite systems
157(4)
6.6.1 Decision support tools for selection of small and onsite systems
157(1)
6.6.2 Computer based decision support tools
158(3)
6.7 Case study from Africa
161(7)
6.7.1 Onsite technologies employed in Africa
162(2)
6.7.2 Onsite system application
164(4)
7 Waste Stabilization Ponds
168(24)
Thomas Curtis and Duncan Mara
7.1 Introduction
168(1)
7.2 What are waste stabilization ponds?
169(1)
7.3 Advantages and disadvantages of WSP
170(1)
7.4 Financial and economic aspects of WSP
171(1)
7.5 Main types of WSP
172(1)
7.6 Other WSP formats
173(1)
7.7 Anaerobic ponds
174(2)
7.7.1 Anaerobic pond design
175(1)
7.7.2 Anaerobic pond layout and maintenance
176(1)
7.8 Facultative ponds
176(3)
7.8.1 The design of facultative ponds
178(1)
7.9 Why ponds do not smell
179(1)
7.10 Maturation ponds
179(3)
7.10.1 Nutrient removal
180(2)
7.10.2 Pathogen removal
182(1)
7.11 Operation and maintenance of WSP
182(10)
7.11.1 WSP start-up
187(1)
7.11.2 Pond desludging
188(4)
8 Design and Operation of Constructed Wetlands for Wastewater Treatment and Reuses
192(27)
Chongrak Polprasert
8.1 Introduction
192(1)
8.2 Types and functions of constructed wetlands
193(2)
8.2.1 Free water surface (FWS) systems
193(1)
8.2.2 Subsurface flow (SF) systems
193(1)
8.2.3 Advantages and disadvantages
194(1)
8.3 Types and functions of vegetation
195(1)
8.4 Wastewater treatment mechanisms
195(4)
8.4.1 BOD removal
196(1)
8.4.2 Suspended solids removal
196(1)
8.4.3 Nitrogen removal
196(2)
8.4.4 Phosphorus removal
198(1)
8.4.5 Heavy metals removal
198(1)
8.4.6 Trace organics removal
198(1)
8.4.7 Pathogen removal
198(1)
8.5 Design equations
199(8)
8.5.1 FWS constructed wetlands
199(5)
8.5.2 SF constructed wetlands
204(3)
8.6 Other considerations
207(2)
8.6.1 Hydraulic budget
207(1)
8.6.2 Site selection
208(1)
8.6.3 Flow patterns
208(1)
8.6.4 Slope
209(1)
8.6.5 Liners
209(1)
8.7 Operation and maintenance
209(5)
8.7.1 Mosquito control
209(1)
8.7.2 Plant harvesting
210(1)
8.7.3 System perturbations and operation modifications
210(4)
8.8 Case studies
214(5)
8.8.1 Case study A: Emmitsburg, Maryland, USA, SF constructed wetland
214(1)
8.8.2 Case study B: the Eastern Seaboard Industrial Estate (ESIE), Rayong Province, Eastern Thailand, vertical-flow constructed wetlands
214(2)
8.8.3 Case study C: Vertical-flow Constructed Wetlands for Septage Dewatering and Stabilization, Asian Institute of Technology (AIT), Bangkok, Thailand
216(3)
9 Innovation and technology for sustainability
219(18)
Robert Hughes, Goen Ho and Kuruvilla Mathew
9.1 Introduction
219(5)
9.1.1 Sustainability as a context
221(1)
9.1.2 Drivers for technology innovation
222(2)
9.2 Current advances and innovation
224(7)
9.2.1 Innovations in onsite systems.
225(3)
9.2.2. Innovations in sewerage systems.
228(1)
9.2.3 Innovations in treatment systems
229(1)
9.2.4 Innovations in reuse systems
230(1)
9.3 Research needs
231(6)
9.3.1 Technology
232(1)
9.3.2 Technology management
233(1)
9.3.3 Environmental health
234(3)
PART 3: MANAGEMENT AND POST TREATMENT ISSUES
10 Sludge Treatment and Management
237(56)
Blanca Jimenez and Lin Wang
237(56)
10.1 Introduction
237(1)
10.2 Characterization
238(9)
10.2.1 Types of sludges.
238(1)
10.2.2 Sludge production.
238(1)
10.2.3 Quality
239(8)
10.3 Treatment
247(25)
10.3.1 Degritting
247(1)
10.3.2 Thickening
247(1)
10.3.3Conditioning
248(2)
10.3.4 Dewatering
250(1)
10.3.5 Stabilization
250(9)
10.3.6 Storage
259(1)
10.3.7 Considerations for process selection
260(12)
10.4 Sludge reduction
272
10.5 Septic tanks
263(1)
10.6 Beneficial uses of biosolids
263(6)
10.6.1 Agricultural application
264(3)
10.6.2 Remediation
267(1)
10.6.3 Desalinization of soils
268(1)
10.6.4 Forest use
268(1)
10.6.5 Non conventional uses of sludges
268(1)
10.7 Confinement
269(4)
10.7.1 Monofills
269(1)
10.7.2 Ponds and lagoons
269(2)
10.7.3 Specific disposal sites
271(1)
10.7.4 Municipal sanitary landfills
271(2)
10.8 Legislation
273(5)
10.8.1 South Africa
273(2)
10.8.2 Mexico
275(1)
10.8.3 Chile
275(2)
10.8.4 China
277(1)
10.8.5 Brazil
277(1)
10.9 Sampling and Monitoring Issues
278(3)
10.9.1 Sampling
278(2)
10.9.2 Vector attraction
280(1)
10.10 Costs
281(1)
10.11 Practical Experiences
281(6)
10.11.1 Mexico
281(2)
10.11.2 Brazil
283(1)
10.11.3 Argentina
283(1)
10.11.4 Chile
284(1)
10.11.5 China
284(2)
10.11.6 Accra, Ghana
286(1)
10.11 7 Alexandria, Egypt
286(1)
10.11.8 Europe
286(1)
10.12 Activities needed
287(6)
11 Management of Decentralised Sewerage Systems
293(40)
Hansa Abdul Hamid and Zaini Ujang
11.1 Introduction
293(3)
11.2 Major issues
296(3)
11.3 Planning and strategy for sewerage catchment
299(9)
11.3.1 Institutional framework
299(3)
11.3.2 Planning
302(3)
11.3.3 Planning of sewerage catchment
305(3)
11.4 Capital cost
308(6)
11.5 Operations and maintenance costs
314(2)
11.6 Database and zones
316(5)
11.6.1 Types of sewage plants
316(2)
11.6.2 Typical mechanised plants
318(1)
11.6.3 Other sanitation facilities
318(1)
11.6.4 Current sludge management
318(1)
11.6.5 Sewerage guidelines and standards
319(1)
11.6.6 Application of innovative technology Management
320(1)
11.7 Inspection and effluent quality monitoring
321(2)
11.8 Upgrading strategy
323(1)
11.9 Rationalisation strategy
324(5)
11.9.1 Background
324(1)
11.9.2 Introduction
325(1)
11.9.3 Description of rationalisation method
326(3)
11.10 Future challenges for Malaysia
329(4)
Index 333