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Wetland for water pollution control / Miklas Scholz.
- Format:
- Book
- Author/Creator:
- Scholz, Miklas, author.
- Language:
- English
- Subjects (All):
- Constructed wetlands.
- Urban runoff.
- Watershed management.
- Water--Purification--Biological treatment.
- Water.
- Physical Description:
- 1 online resource (558 p.)
- Edition:
- Second edition.
- Place of Publication:
- Amsterdam, [Netherlands] : Elsevier, 2016.
- Language Note:
- English
- Summary:
- Wetland Systems to Control Urban Runoff integrates natural and constructed wetlands, and sustainable drainage techniques into traditional water and wastewater systems used to treat surface runoff and associated diffuse pollution. The first part of the text introduces the fundamentals of water quality management, and water and wastewater treatment. The remaining focus of the text is on reviewing treatment technologies, disinfection issues, sludge treatment and disposal options, and current case studies related to constructed wetlands applied for runoff and diffuse pollution treatment. Professionals and students will be interested in the detailed design, operation, management, process control and water quality monitoring and applied modeling issues. * Contains a comprehensive collection of timely, novel and innovative research case studies in the area of wetland systems applied for the treatment of urban runoff * Demonstrates to practitioners how natural and constructed wetland systems can be integrated into traditional wastewater systems, which are predominantly applied for the treatment of surface runoff and diffuse pollution * Assesses the design, operation, management and water treatment performance of sustainable urban drainage systems including constructed wetlands
- Contents:
- Front Cover
- Wetlands for Water Pollution Control
- Copyright
- Contents
- About the Author
- Preface
- Acknowledgments and Dedications
- Common Acronyms and Abbreviations
- 1 - Water Quality Standards
- 1.1 INTRODUCTION AND HISTORICAL ASPECTS
- 1.2 WATER QUALITY STANDARDS AND TREATMENT OBJECTIVES
- 1.3 BIOCHEMICAL OXYGEN DEMAND
- 1.4 CHEMICAL OXYGEN DEMAND
- 1.5 OTHER VARIABLES USED FOR THE CHARACTERIZATION OF WASTEWATER
- 2 - Water Treatment
- 2.1 SOURCES OF WATER
- 2.2 STANDARD WATER TREATMENT
- 2.3 BASIC WATER CHEMISTRY
- 3 - Sewage Treatment
- 3.1 INTRODUCTION
- 3.2 DESIGN FLOW RATES
- 3.3 TREATMENT PRINCIPLES
- 3.4 ENGINEERING CLASSIFICATION OF SEWAGE TREATMENT STAGES
- 4 - Stream Pollution and Effluent Standards
- 4.1 ORGANIC STREAM POLLUTION
- 4.2 PREDICTION OF ORGANIC STREAM POLLUTION
- 4.3 EFFLUENT DISCHARGE STANDARD PRINCIPLES
- 5 - Preliminary Treatment
- 5.1 INTRODUCTION
- 5.2 DESIGN OF SCREENING UNITS
- 5.3 DESIGN DETAILS FOR SCREENING UNITS
- 5.4 COMMINUTORS
- 5.5 GRIT REMOVAL
- 6 - Primary Treatment
- 6.1 INTRODUCTION
- 6.2 LOADING RATE METHODS
- 6.3 TANK DESIGN
- 6.4 DESIGN PARAMETERS
- 6.4.1 Design Settling Velocity
- 6.4.2 Horizontal Velocity
- 6.4.3 Time Ratio
- 6.5 ECONOMICS OF CONSTRUCTION
- 6.5.1 Rectangular Settling Tanks
- 6.5.2 Circular Settling Tanks
- 6.6 DESIGN DETAILS
- 6.6.1 Rectangular Settling Tanks
- 6.6.2 Circular Settling Tanks
- 6.7 HYDRAULIC LOSSES
- 6.8 GENERAL DESIGN DETAILS
- 6.9 DETAILS OF VARIOUS TYPES OF SEDIMENTATION TANKS
- 6.9.1 Storm Tanks
- 6.9.2 Primary Sedimentation Tanks
- 6.9.2.1 Quiescent Tanks
- 6.9.2.2 Rectangular Horizontal-Flow Tanks
- 6.9.2.3 Imhoff Flow Tanks
- 6.9.2.4 Radial-Flow Tanks
- 6.9.3 Secondary Sedimentation
- 6.10 SEDIMENTATION AIDS
- 7 - Coagulation and Flocculation
- 7.1 THEORY OF SETTLING.
- 7.2 CLASSIFICATION OF SETTLING BEHAVIOR
- 7.3 IDEAL SETTLING
- 7.4 INTRODUCTION TO COAGULATION AND FLOCCULATION
- 7.5 COLLOIDAL SUSPENSIONS
- 7.6 COAGULATION PROCESSES
- 7.7 COAGULATION CHEMICALS
- 7.8 OPERATION OF THE COAGULATION AND FLOCCULATION PROCESS
- 7.9 RAPID MIXING
- 7.10 FLOCCULATION
- 8 - Sludge Blanket Clarifiers
- 8.1 INTRODUCTION TO SLUDGE BLANKET CLARIFICATION SYSTEMS
- 8.2 TYPES OF SLUDGE BLANKET CLARIFIER
- 8.3 PLATE SETTLING IN SLUDGE BLANKET CLARIFIERS
- 9 - Flotation Systems
- 9.1 FLOTATION USING BLOWN AIR
- 9.2 FLOTATION USING DISSOLVED AIR
- 9.3 FLOTATION UNITS
- 10 - Slow Filtration
- 10.1 INTRODUCTION
- 10.2 SLOW SAND FILTRATION
- 10.2.1 Elements of a Slow Sand Filter
- 10.2.2 Mechanisms in a Slow Sand Filter
- 10.3 ALGAL ACTIONS
- 10.4 ADVANTAGES AND DISADVANTAGES
- 11 - Rapid Filtration
- 11.1 ELEMENTS OF A RAPID SAND FILTER
- 11.2 SAND BED
- 11.3 UNDERDRAIN SYSTEM
- 11.4 HYDRAULICS OF FILTRATION
- 11.5 COMPARISON WITH SLOW SAND FILTER
- 12 - Biological Treatment
- 12.1 AEROBIC SELF-PURIFICATION
- 12.2 WASTE STABILIZATION PONDS
- 12.2.1 Aerobic Ponds
- 12.2.2 Facultative Ponds
- 13 - Biological Filtration
- 13.1 INTRODUCTION
- 13.2 TRICKLING FILTER
- 13.3 BASIC ECOLOGY
- 13.4 PROCESS VARIANTS
- 13.5 DESIGN OF BIOLOGICAL FILTERS
- 14 - Rotating Biological Contactors
- 14.1 INTRODUCTION
- 14.2 PRINCIPLES OF OPERATION
- 14.3 DESIGN AND LOADING CRITERIA
- 14.4 PRINCIPLE ELEMENTS
- 14.5 OPERATIONAL PROBLEMS
- 15 - Activated Sludge Processes
- 15.1 BACKGROUND
- 15.2 ACTIVATED SLUDGE PROCESS
- 15.3 COMPARISON BETWEEN THE ACTIVATED SLUDGE PROCESS, PERCOLATING FILTRATION, AND WETLAND SYSTEM
- 15.4 ACTIVATED SLUDGE PROCESS TYPES
- 15.4.1 Conventional Complete Mix Activated Sludge Process
- 15.4.2 Series or Plug Flow System
- 15.4.3 Tapered Aeration.
- 15.4.4 Step Feed Activated Sludge Process
- 15.4.5 High-Rate Activated Sludge Process
- 15.4.6 Extended Aeration
- 15.4.7 Contact Stabilization
- 15.4.8 Oxidation Ditches
- 15.4.9 Deep Shaft Process
- 15.5 ACTIVATED SLUDGE PROCESS DESIGNS AND KINETICS
- 15.5.1 Diffused Air Aeration
- 15.5.2 Mechanical Aerators
- 15.5.3 Process Design
- 15.6 SUMMARY OF KEY PROCESS DESIGN CRITERIA
- 15.6.1 Loading Criteria
- 15.6.2 Reactor Types
- 15.6.3 Oxygen Demand
- 15.6.4 Nutrient Requirements
- 16 - Iron and Manganese Removal
- 16.1 INTRODUCTION
- 16.2 BASIC REMOVAL PROCESSES
- 16.3 ADVANCED REMOVAL PROCESSES
- 17 - Water Softening
- 17.1 INTRODUCTION
- 17.2 LIME-SODA SOFTENING
- 17.3 LIME SOFTENING
- 17.4 EXCESS LIME SOFTENING
- 17.5 LIME RECOVERY
- 18 - Water Microbiology
- 18.1 STATISTICS FOR APPLIED MICROBIOLOGY
- 18.2 PROTOZOA
- 18.2.1 Trophic Structure
- 18.2.1.1 Autotrophic Food Chain (Fueled Principally by Sunlight)
- 18.2.1.1.1 Producers
- 18.2.1.2 Heterotrophic Food Chain (Fueled by Organic Matter)
- 18.2.1.2.1 Decomposers (Including Bacteria and Fungi)
- 18.2.2 Kingdom Protista
- 18.2.2.1 Phylum I: Sarcomastigophora
- 18.2.2.1.1 Subphylum 1: Mastigophora
- 18.2.2.1.2 Subphylum 2: Opalinata
- 18.2.2.1.3 Subphylum 3: Sarcodina
- 18.2.2.2 Phylum II: Apicomplexa
- 18.2.2.3 Phylum III: Microspora
- 18.2.2.4 Phylum IV: Ciliophora
- 18.3 BIOLOGICAL EFFECTS OF ORGANIC POLLUTANTS
- 18.3.1 Sewage Fungus
- 18.3.2 Saprobic System
- 18.4 EUTROPHICATION AND WATER TREATMENT
- 18.5 PROTOZOOLOGY OF TREATMENT PROCESSES
- 18.6 ODOR AND TOXINS OF NATURAL ORIGIN
- 18.7 PUBLIC HEALTH ASPECTS
- 18.7.1 Typical Diseases Related to Waters
- 18.7.2 Invertebrates Found in Main Supplies
- 18.7.3 Monitoring and Prevention of Waterborne Diseases
- 19 - Disinfection
- 19.1 DESTROYING PATHOGENS AND REQUIREMENTS OF A DISINFECTANT.
- 19.2 TRADITIONAL METHODS OF DISINFECTION
- 19.3 OZONE
- 19.4 CHLORINE DIOXIDE AND CHLORINE AS DISINFECTANTS
- 19.5 KINETICS OF CHLORINATION
- 19.6 APPLICATIONS OF CHLORINE
- 19.7 TECHNOLOGY OF CHLORINE ADDITION
- 19.8 ADVANTAGES AND DISADVANTAGES OF CHLORINE
- 20 - Constructed Wetlands
- 20.1 BACKGROUND
- 20.2 DEFINITIONS
- 20.3 HYDROLOGY OF WETLANDS
- 20.3.1 Hydro-Period and Water Budget
- 20.3.2 Precipitation, Interception, Through-Fall, and Stem-Flow
- 20.4 WETLAND CHEMISTRY
- 20.4.1 Oxygen
- 20.4.2 Carbon
- 20.4.3 Nitrogen
- 20.4.4 Phosphorus
- 20.4.5 Sulfur
- 20.5 WETLAND ECOSYSTEM MASS BALANCE
- 20.6 MACROPHYTES IN WETLANDS
- 20.6.1 Background
- 20.6.2 Primary Productivity
- 20.6.3 Phragmites australis
- 20.6.4 Typha latifolia
- 20.7 PHYSICAL AND BIOCHEMICAL PARAMETERS
- 20.8 EXAMPLES FOR NATURAL AND CONSTRUCTED WETLANDS
- 20.8.1 Riparian Wetlands
- 20.8.2 Constructed Treatment Wetlands
- 20.8.3 Wetlands for Stormwater Treatment
- 21 - Sludge Treatment and Disposal
- 21.1 INTRODUCTION
- 21.2 TESTS FOR DEWATERING OF SLUDGE
- 21.3 SLUDGE TREATMENT AND DISPOSAL OBJECTIVES AND METHODS
- 21.4 TREATMENT PROCESSES
- 21.4.1 Lagoons
- 21.4.2 Aerobic Digestion
- 21.4.3 Other Treatment Methods
- 21.5 THICKENING AND DEWATERING OF SLUDGES
- 21.5.1 Chemical Conditioning
- 21.5.2 Air Drying
- 21.5.3 Gravity Thickening
- 21.5.4 Other Methods
- 21.6 PARTIAL DISPOSAL
- 21.6.1 Incineration
- 21.6.2 Pyrolysis
- 21.6.3 Composting
- 21.7 LAND DUMPING AND PASSIVE TREATMENT
- 22 - Wetlands Treating Contaminated Stream Water
- 22.1 INTRODUCTION
- 22.2 MATERIALS AND METHODS
- 22.2.1 Experimental Plan and Limitations
- 22.2.2 Filter Media Composition
- 22.2.3 Environmental Conditions and Operation
- 22.2.4 Analytical Procedures Including Metal Determination
- 22.2.5 Microbiological Examinations
- 22.2.6 Statistics.
- 22.3 RESULTS AND DISCUSSION
- 22.3.1 Comparison of Treatment Efficiency
- 22.3.2 Water Quality and Macrophytes
- 22.3.3 Water Quality and Microbiology
- 22.3.4 Regression and Correlation Analysis as Predictive Tools
- 22.4 CONCLUSIONS
- 23 - Wetland Systems to Control Roof Runoff
- 23.1 INTRODUCTION
- 23.1.1 Sustainable Roof Runoff Drainage
- 23.1.2 Case Study: Site Description
- 23.1.3 Purpose
- 23.2 METHODS
- 23.2.1 Design of the Study Site
- 23.2.2 Engineering Methods
- 23.2.3 Water Quality Analysis
- 23.2.4 Control of Algal Growth
- 23.2.5 System Capacity
- 23.3 RESULTS AND DISCUSSION
- 23.3.1 Standard Design Considerations
- 23.3.2 System Design Comparisons
- 23.3.3 Water Quality Management
- 23.3.4 Twenty-Four-Hour Water Quality Monitoring
- 23.3.5 Aquatic Plant Management
- 23.4 CONCLUSIONS
- 24 - Wetlands Treating Road Runoff
- 24.1 INTRODUCTION
- 24.2 SITE, MATERIALS, AND METHODOLOGY
- 24.2.1 Case Study Site
- 24.2.2 Filter Design, Media Composition, and Limitations
- 24.2.3 Environmental Conditions and Operation
- 24.2.4 Metal Nitrates
- 24.2.5 Metal Determinations
- 24.2.6 Organic Strength, Nutrient, and Other Determinations
- 24.3 EXPERIMENTAL RESULTS AND DISCUSSION
- 24.3.1 Inflow Water Quality
- 24.3.2 Comparison of Annual Outflow Water Qualities
- 24.3.3 Heavy Metal Removal
- 24.3.4 Link between pH and Treatment of Metals
- 24.3.5 Analysis of Variance and Modeling
- 24.4 CONCLUSIONS AND FURTHER WORK
- 25 - Combined Wetland and Below-ground Detention Systems
- 25.1 INTRODUCTION
- 25.2 MATERIALS AND METHODS
- 25.2.1 System Design and Operation
- 25.2.2 Analytical Methods
- 25.3 RESULTS AND DISCUSSION
- 25.3.1 Comparison of Costs
- 25.3.2 Inflow Water Quality
- 25.3.3 Comparison of Outflow Water Quality
- 25.3.4 Ecosoil and Turf
- 25.4 CONCLUSIONS AND FURTHER RESEARCH.
- 26 - Modeling of Constructed Wetland Performance.
- Notes:
- Description based upon print version of record.
- Includes bibliographical references and index.
- Description based on online resource; title from PDF title page (ebrary, viewed November 18, 2015).
- ISBN:
- 0-444-63612-9
- OCLC:
- 929531691
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