Methods for Faecal Sludge Analysis
Faecal sludge management is recognized globally as an essential component of city-wide inclusive sanitation. However, a major gap in developing appropriate and adequate management and monitoring for faecal sludge is the ability to understand and predict the characteristics and volumes of accumulated...
Otros Autores: | , , , , , |
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Formato: | Libro electrónico |
Idioma: | Inglés |
Publicado: |
[s.l.] :
IWA Publishing
2021.
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Edición: | 1st ed |
Materias: | |
Ver en Biblioteca Universitat Ramon Llull: | https://discovery.url.edu/permalink/34CSUC_URL/1im36ta/alma991009654089506719 |
Tabla de Contenidos:
- Intro
- Cover
- Table of contents
- 1. Setting the stage
- 1.1 CITY-WIDE INCLUSIVE SANITATION
- 1.2 WHAT IS FAECAL SLUDGE?
- 1.3 TOWARDS STANDARDISATION OF METHODS FOR FAECAL SLUDGE ANALYSIS
- 1.4 INTEGRATED APPROACH TO DATA COLLECTION
- 1.5 ADDITIONAL RESOURCES
- REFERENCES
- 2. Faecal sludge properties and considerations for characterisation
- 2.1 INTRODUCTION
- 2.2 TYPES OF FAECAL SLUDGE
- 2.3 FACTORS INFLUENCING THE FAECAL SLUDGE CHARACTERISTICS ALONG THE SANITATION SERVICE CHAIN
- 2.3.1 Inputs to faecal sludge production
- 2.3.1.1 Excreta
- 2.3.1.2 Water inputs
- 2.3.1.3 Anal cleansing materials
- 2.3.1.4 Additional inputs
- 2.3.2 Factors affecting characteristics of accumulated faecal sludge
- 2.3.2.1 Technical factors
- 2.3.2.2 Demographic factors
- 2.3.2.3 Environmental factors
- 2.3.2.4 Variability of accumulated faecal sludge
- 2.3.2.5 Developments and innovations in onsite containment
- 2.3.3 Emptying and transport
- 2.3.3.1 Storage time or emptying frequency
- 2.3.3.2 Manual or mechanical emptying
- 2.3.3.3 Transportation
- 2.3.3.4 Innovations in faecal sludge emptying and transportation
- 2.3.4 Treatment and end use
- 2.3.4.1 Faecal sludge treatment plants
- 2.3.4.2 End use or disposal
- 2.3.4.3 Innovations in treatment and end use
- 2.3.4.4 Container-based sanitation (CBS)
- 2.3.4.5 Summary of technologies along the sanitation service chain
- 2.4 PROPERTIES OF FAECAL SLUDGE AND SELECTING METHODS OF CHARACTERISATION
- 2.4.1 Faecal sludge properties
- 2.4.1.1 Chemical and physico-chemical properties
- 2.4.1.2 Physical properties
- 2.4.1.3 Biological properties
- 2.4.2 Selection of appropriate methods for characterisation
- 2.5 SETTING UP LABORATORIES FOR FAECAL SLUDGE ANALYSIS
- 2.5.1 Faecal sludge laboratory workflow
- 2.5.2 Health and safety practices
- 2.5.3 Laboratory management systems.
- 2.5.4 Case studies of global faecal sludge laboratories
- 2.5.5 Global Partnership of Laboratories for Faecal Sludge Analysis (GPLFSA)
- 2.6 OUTLOOK
- REFERENCES
- 3. Faecal sludge sample collection and handling
- 3.1 INTRODUCTION
- 3.2 SAMPLING OBJECTIVE
- 3.2.1 Containment
- 3.2.2 Collection and transport
- 3.2.3 Treatment
- 3.2.4 End use
- 3.3 REPRESENTATIVENESS
- 3.4 SAMPLING TECHNIQUES
- 3.4.1 Grab sampling
- 3.4.2 Composite sampling
- 3.5 SAMPLING AND MEASURING DEVICES
- 3.5.1 L-stick sludge and scum measuring device
- 3.5.2 Core sampling device
- 3.5.3 Vacuum sludge sampling device
- 3.5.4 Cone-shaped sampling device
- 3.5.5 Grab sampling device - horizontal
- 3.5.6 Grab sampling beaker device - vertical
- 3.5.7 Automatic composite sampler
- 3.5.8 Distance laser measuring device
- 3.5.9 Portable penetrometer
- 3.6 SAMPLING METHODS AND LOCATION
- 3.6.1 Sampling in situ from onsite containment technologies
- 3.6.2 Sampling during emptying of onsite containment technologies
- 3.6.3 Sampling at faecal sludge treatment plants
- 3.7 SAMPLE SIZE
- 3.8 HEALTH AND SAFETY
- 3.9 SAMPLE COLLECTION
- 3.10 RECORDING OF SAMPLE COLLECTION
- 3.11 TRANSPORT
- 3.12 STORAGE AND PRESERVATION
- 3.13 EXAMPLE OF SAMPLING KIT
- 3.14 OUTLOOK
- REFERENCES
- 4. Experimental design for the development, transfer, scaling-up, and optimisation of treatment technologies: case studies of dewatering and drying
- 4.1 INTRODUCTION
- 4.2 EXPERIMENTATION IN FAECAL SLUDGE MANAGEMENT
- 4.2.1 Scales of experiments
- 4.2.2 Designing an experiment
- 4.3 TRANSFERRING TECHNOLOGY: CONDITIONING TO IMPROVE DEWATERING
- 4.3.1 Introduction to faecal sludge dewatering with conditioners
- 4.3.2 Types and mechanisms of conditioners
- 4.3.3 Key parameters for selection of conditioners and optimal dose
- 4.3.4 Laboratory- and pilot-scale testing.
- 4.3.5 Case studies - conditioning for improved dewatering
- 4.4 TRANSFERRING TECHNOLOGY: THERMAL DRYING FOR RESOURCE RECOVERY OF DRIED SLUDGE FOR ENERGY
- 4.4.1 Introduction to resource recovery of faecal sludge as solid fuel
- 4.4.2 Introduction to faecal sludge drying
- 4.4.3 Types and mechanisms of thermal drying (technical background)
- 4.4.4 Key parameters when implementing thermal-drying technologies
- 4.4.5 Laboratory-scale and pilot-scale testing
- 4.4.6 Case studies - thermal drying for energy recovery
- 4.5 TRANSFERRING TECHNOLOGY: MICROWAVE DRYING FOR RESOURCE RECOVERY OF DRIED SLUDGE FOR ENERGY
- 4.5 OUTLOOK
- REFERENCES
- 5. Estimating quantities and qualities (Q&
- Q) of faecal sludge at community to city-wide scales
- 5.1 INTRODUCTION
- 5.2 BACKGROUND
- 5.2.1 Scenario projections for planning and management
- 5.2.2 Mass balance: quantifying loadings of faecal sludge
- 5.2.2.1 Production of excreta and faecal sludge
- 5.2.2.2 Accumulation of faecal sludge
- 5.2.2.3 Fate of faecal sludge
- 5.3 STEPS FOR IMPLEMENTATION
- 5.4 FURTHER RESEARCH AND ANALYTICAL POSSIBILITIES
- 5.4.1 Remote sensing
- 5.4.2 Additional spatial analysis
- 5.4.3 Interrelationships between sludge characteristics
- 5.4.4 Evaluating categories of data to evaluate separately
- 5.4.5 Predictive models
- 5.5 OUTLOOK
- REFERENCES
- 6. Towards city-wide inclusive sanitation (CWIS) modelling: modelling of faecal sludge containment/treatment processes
- 6.1 BACKGROUND
- 6.2 INTRODUCTION TO MODELLING - LEARNING FROM ACTIVATED SLUDGE MODELS
- 6.2.1 What is a model?
- 6.2.2 Modelling basics
- 6.2.2.1 Model building
- 6.2.2.2 General activated sludge model set-up
- 6.2.2.3 The matrix notation
- 6.2.2.4 Wastewater treatment models
- 6.2.2.5 Modelling protocols
- 6.3 TOWARDS AN ONSITE SANITATION MODELLING FRAMEWORK.
- 6.3.1 Onsite sanitation modelling: formulation of objectives
- 6.3.2 Onsite sanitation modelling: process description
- 6.3.2.1 Portable toilets
- 6.3.2.2 Single pit latrines
- 6.3.2.3 Septic tanks
- 6.3.3 Onsite sanitation modelling: data collection and verification
- 6.3.4 Onsite sanitation modelling: model structure
- 6.3.4.1 Model structure of commonly used onsite sanitation systems
- 6.3.4.2 Model structures of other sanitation systems
- 6.3.5 Onsite sanitation modelling: characterisation of flows
- 6.3.6 Onsite sanitation modelling: calibration and validation
- 6.3.7 Onsite sanitation modelling: detailed characterisation
- 6.3.7.1 Faecal sludge characterisation and fractionation
- 6.3.7.2 Inhibition and toxicity
- 6.3.7.3 Pathogen inactivation
- 6.3.8 Modelling applications, benefits and challenges
- 6.4 OUTLOOK
- REFERENCES
- 7. Faecal sludge simulants: review of synthetic human faeces and faecal sludge for sanitation and wastewater research
- 7.1 INTRODUCTION
- 7.2 CHARACTERISTICS OF FAECES AND FAECAL SLUDGE
- 7.2.1 Faeces
- 7.2.2 Faecal sludge
- 7.3 SYNTHETIC FAECES AND FAECAL SLUDGE FOUND IN THE LITERATURE
- 7.3.1 Physical parameters
- 7.3.1.1 Faeces simulants
- 7.3.1.2 Faecal sludge simulants
- 7.3.2 Chemical, biological, and thermal parameters
- 7.3.2.1 Faeces simulants
- 7.3.2.2 Faecal sludge simulants
- 7.4 DISCUSSION
- 7.4.1 Development of a new simulant
- 7.4.1.1 Synthetic faeces
- 7.4.1.2 Synthetic faecal sludge
- 7.5 CONCLUSIONS
- REFERENCES
- 8. Laboratory procedures and methods for characterisation of faecal sludge
- 8.1 INTRODUCTION
- 8.2 HEALTH AND SAFETY (H&
- S)
- 8.2.1 Monitoring and responsibilities
- 8.2.2 Standard operating procedures (SOPs)
- 8.2.3 Handling of faecal sludge
- 8.2.3.1 Personal protective equipment
- 8.2.3.2 Vaccinations / inoculations.
- 8.2.3.3 'Clean' and 'dirty' work areas
- 8.2.3.4 Sampling
- 8.3 QUALITY ASSURANCE AND QUALITY CONTROL (QA/QC)
- 8.3.1 Training
- 8.3.2 Standard operating procedures
- 8.3.3 Laboratory facilities
- 8.3.4 Sample chain of command
- 8.3.4.1 Laboratory photographs and notebooks
- 8.3.4.2 Equipment maintenance and calibration
- 8.3.4.3 Reporting of results
- 8.3.4.4 Checking compliance
- 8.3.5 Quality control
- 8.4 SELECTION OF THE APPROPRIATE METHOD FOR THE PURPOSE OF CHARACTERISATION
- 8.4.1 Faecal sludge storage and preservation
- 8.4.2 Faecal sludge sample preparation for analysis
- 8.2.4.1 Homogenisation of samples
- 8.2.4.2 Dilution of samples
- 8.2.4.3 Filtration
- 8.2.4.4 Centrifugation
- 8.4.3 Sample and chemical disposal
- 8.5 SHIPPING AND RECEIVING OF FAECAL SLUDGE SAMPLES AND EQUIPMENT
- 8.6 CHEMICAL AND PHYSICO-CHEMICAL PROPERTIES
- 8.6.1 Solids and moisture content
- 8.6.1.1 Total solids and moisture content - volumetric and gravimetric methods by oven drying3
- 8.6.1.1.1 Introduction
- 8.6.1.1.2 Safety precautions
- 8.6.1.1.3 Apparatus and instruments
- 8.6.1.1.4 Quality control
- 8.6.1.1.5 Sample preservation
- 8.6.1.1.6 Sample preparation
- 8.6.1.1.7 Analysis protocol
- 8.6.1.1.8 Calculation
- 8.6.1.1.9 Data set example
- 8.6.1.2 Volatile and fixed solids - ignition method5
- 8.6.1.2.1 Introduction
- 8.6.1.2.2 Safety precautions
- 8.6.1.2.3 Apparatus and instruments
- 8.6.1.2.4 Quality control
- 8.6.1.2.5 Sample preservation
- 8.6.1.2.6 Sample preparation
- 8.6.1.2.7 Analysis protocol
- 8.6.1.2.8 Calculation
- 8.6.1.2.9 Data set example
- 8.6.1.3 Total suspended solids and total dissolved solids - oven drying method6
- 8.6.1.3.1 Introduction
- 8.6.1.3.2 Safety precaution
- 8.6.1.3.3 Apparatus and instruments
- 8.6.1.3.4 Quality control
- 8.6.1.3.5 Sample preservation.
- 8.6.1.3.6 Sample preparation.