Guidelines for grit sampling and characterization.
Annotation
Clasificación: | Libro Electrónico |
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Autor Corporativo: | |
Formato: | Electrónico eBook |
Idioma: | Inglés |
Publicado: |
Alexandria, VA :
Water Environment Federation,
©2016.
|
Temas: | |
Acceso en línea: | Texto completo |
Tabla de Contenidos:
- Intro
- Title Page
- Copyright
- Contents
- List of Figures
- List of Tables
- Preface
- Chapter 1 Introduction
- 1.0 PURPOSE
- 1.1 Scope of the Document
- 1.2 Grit Testing Applications
- 1.3 Summary of Current Testing Methods
- 1.3.1 Cross-Channel Sampling and Dry Sieving
- 1.3.2 Full-Depth Sampling and Wet Sieving
- 1.3.3 Primary Sludge Sampling
- 1.4 Issues Associated with Lack of Performance Testing Standardization
- 2.0 GRIT CHARACTERISTICS
- 2.1 Fractionation of Solids in Wastewater
- 2.2 Historical Definitions
- 2.3 Definition for the Purpose of Sampling
- 2.4 Physical Characteristics of Grit
- 2.5 Influence of the Collection System on Grit Characteristics and Loading
- 2.6 Influence of Geology on Grit Characteristics
- 2.7 Grit Loading Patterns
- 2.8 Grit Distribution Versus Flow Characteristics in Channel
- 2.9 Roles of Interested Parties in Grit Characterization
- 2.9.1 Role of the Service Utility
- 2.9.2 Role of the Consulting Engineer
- 2.9.3 Role of the Grit Characterization Testing Company
- 2.9.4 Role of the Grit Removal Equipment Manufacturers
- 3.0 REFERENCES
- 4.0 SUGGESTED READING
- Chapter 2 Sampling Practices
- 1.0 Site Safety Considerations
- 1.1 General Safety Precautions for Wastewater Sampling
- 1.2 Site Access to a Sample Location
- 1.3 Engulfment and Fall Protection
- 1.4 Confined Space and Toxic Gases
- 2.0 Grit Sampling Point
- 2.1 General Recommendations for Grit Sampling Points
- 2.1.1 Grit Profile Versus Velocity Profile
- 2.1.2 Sampling from Channels, Pipes, and Structures
- 2.1.3 Influence of Recycled Flows
- 2.2 Influent and Effluent of Grit Removal Equipment
- 2.2.1 Grit Chambers
- 2.2.2 Grit Classifiers, Washers, and Hydrocyclones
- 2.3 Grit Well (Grit Hopper, Grit Pot, Underflow)
- 3.0 Field Pre-Tests
- 3.1 Mechanical Checks
- 3.1.1 Screens
- 3.1.2 Grit Washing and Dewatering Equipment
- 3.1.3 Grit Removal Equipment
- 3.2 Hydraulic Checks
- 3.2.1 Collection System Considerations
- 3.2.2 Velocity at Peak Diurnal Flowrate
- 3.2.3 Velocity at Minimum Daily Flowrate
- 4.0 Tested Flowrates
- 4.1 Average Daily Flowrate
- 4.2 Peak Flowrate
- 4.3 Maximum Possible Flowrate and Wet Weather
- 5.0 Grit Tested
- 5.1 Endemic Grit
- 5.2 Grit Seeding
- 5.2.1 Particle Size Distribution
- 5.2.2 Material
- 5.2.3 Concentration
- 6.0 Grit Sampling Methods and Equipment
- 6.1 Bucket Sampling
- 6.2 Single-Point Pumped Sampling
- 6.2.1 Single Height
- 6.2.2 Varying Height and Width Schedule
- 6.2.3 Equipment and Setup
- 6.2.3.1 Sample Probe
- 6.2.3.2 Pumps
- 6.2.4 Sample Collection Procedures
- 6.3 Multiple-Port Vertical Sampling
- 6.3.1 Sample Method Overview
- 6.3.2 Equipment and Setup
- 6.3.3 Sample Collection Procedures
- 6.4 Vertically Integrated Slotted Sampling
- 6.4.1 Sample Method Overview
- 6.4.2 Equipment and Setup
- 6.4.3 Sample Collection Procedures
- 6.4.4 Precautions