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Natural Wastewater Treatment Systems [Kietas viršelis]

  • Formatas: Hardback, 576 pages, aukštis x plotis: 229x152 mm, weight: 885 g, 160 equations; 25 Halftones, black and white; 185 Tables, black and white; 87 Illustrations, black and white, Contains 19 hardbacks
  • Išleidimo metai: 24-Aug-2005
  • Leidėjas: CRC Press Inc
  • ISBN-10: 0849338042
  • ISBN-13: 9780849338045
Kitos knygos pagal šią temą:
  • Formatas: Hardback, 576 pages, aukštis x plotis: 229x152 mm, weight: 885 g, 160 equations; 25 Halftones, black and white; 185 Tables, black and white; 87 Illustrations, black and white, Contains 19 hardbacks
  • Išleidimo metai: 24-Aug-2005
  • Leidėjas: CRC Press Inc
  • ISBN-10: 0849338042
  • ISBN-13: 9780849338045
Kitos knygos pagal šią temą:
Aiming at engineers and scientists involved in wastewater management, the authors describe methods of treatment that use the least amount of mechanical elements for planning, designing, selecting, and constructing ponds, wetlands, land applications, and soil absorption systems. Also explained are residuals and biosolids management, on-site wastewater management, sludge management, pond effluent upgrading, constructed wetlands design, and vertical flow wetlands. Throughout the text are examples, formulas, and tables. Appendixes contain conversion factors, physical properties of water, and dissolved oxygen solubility in freshwater. Annotation ©2005 Book News, Inc., Portland, OR (booknews.com)

Although initially based purely on environmental principles of reuse and recycling, natural waste treatment systems proved to have economic advantages over mechanical systems in many cases, being less expensive to build and operate as well as requiring less energy. Thus, natural waste treatment methods reemerged even as advanced wastewater treatment technologies exploded in growth. Reflecting this burgeoning popularity, Natural Wastewater Treatment Systems is the first book to integrate all the major types of natural treatment systems into a single source.

Beginning with an overview of the types of natural treatment systems, the book outlines the planning, feasibility assessment, and site selection processes unique to natural processes as well as the basic process responses and interactions governing natural systems. The authors then examine the systems in detail, discussing wastewater pond systems, free water surface constructed wetlands, subsurface and vertical flow constructed wetlands, land treatment, sludge management, and onsite wastewater systems. They illustrate the practical aspects through 30 examples; include 178 data tables for comparing costs, performance, and constraints; and describe new approaches to partially mixed ponds, including dual-powered aeration ponds.

Written by eminent experts in natural waste treatment, Natural Wastewater Treatment Systems is an invaluable tool for selecting, planning, and implementing ecologically and economically sound wastewater treatment systems.
Natural Waste Treatment Systems: An Overview
1(10)
Natural Treatment Processes
1(8)
Background
1(1)
Wastewater Treatment Concepts and Performance Expectations
2(1)
Aquatic Treatment Units
2(3)
Wetland Treatment Units
5(1)
Terrestrial Treatment Methods
5(3)
Sludge Management Concepts
8(1)
Costs and Energy
8(1)
Project Development
9(2)
References
10(1)
Planning, Feasibility Assessment, and Site Selection
11(32)
Concept Evaluation
11(8)
Information Needs and Sources
12(2)
Land Area Required
14(1)
Treatment Ponds
14(1)
Free Water Surface Constructed Wetlands
15(1)
Subsurface Flow Constructed Wetlands
16(1)
Overland Flow Systems
16(1)
Slow-Rate Systems
17(1)
Soil Aquifer Treatment Systems
18(1)
Land Area Comparison
18(1)
Biosolids Systems
19(1)
Site Identification
19(9)
Site Screening Procedure
20(6)
Climate
26(1)
Flood Hazard
26(1)
Water Rights
27(1)
Site Evaluation
28(13)
Soils Investigation
28(2)
Soil Texture and Structure
30(1)
Soil Chemistry
30(3)
Infiltration and Permeability
33(1)
Saturated Permeability
33(2)
Infiltration Capacity
35(1)
Porosity
35(1)
Specific Yield and Specific Retention
35(1)
Field Tests for Infiltration Rate
36(3)
Subsurface Permeability and Groundwater Flow
39(1)
Buffer Zones
40(1)
Site and Process Selection
41(2)
References
41(2)
Basic Process Responses and Interactions
43(52)
Water Management
43(17)
Fundamental Relationships
43(1)
Permeability
44(1)
Groundwater Flow Velocity
45(1)
Aquifer Transmissivity
45(1)
Dispersion
45(1)
Retardation
46(1)
Movement of Pollutants
47(4)
Groundwater Mounding
51(7)
Underdrainage
58(2)
Biodegradable Organics
60(2)
Removal of BOD
60(1)
Removal of Suspended Solids
61(1)
Organic Priority Pollutants
62(9)
Removal Methods
62(1)
Volatilization
62(3)
Adsorption
65(4)
Removal Performance
69(1)
Travel Time in Soils
70(1)
Pathogens
71(10)
Aquatic Systems
71(1)
Bacteria and Virus Removal
71(2)
Wetland Systems
73(2)
Land Treatment Systems
75(1)
Ground Surface Aspects
75(1)
Groundwater Contamination
75(1)
Sludge Systems
76(1)
Aerosols
77(4)
Metals
81(5)
Aquatic Systems
82(2)
Wetland Systems
84(1)
Land Treatment Systems
84(2)
Nutrients
86(9)
Nitrogen
86(1)
Pond Systems
87(1)
Aquatic Systems
87(1)
Wetland Systems
88(1)
Land Treatment Systems
88(1)
Phosphorus
88(2)
Potassium and Other Micronutrients
90(1)
Boron
91(1)
Sulfur
91(1)
Sodium
91(1)
References
92(3)
Design of Wastewater Pond Systems
95(116)
Introduction
95(1)
Trends
95(1)
Facultative Ponds
96(13)
Areal Loading Rate Method
97(2)
Gloyna Method
99(2)
Complete-Mix Model
101(1)
Plug-Flow Model
102(1)
Wehner--Wilhelm Equation
103(4)
Comparison of Facultative Pond Design Models
107(2)
Partial-Mix Aerated Ponds
109(14)
Partial-Mix Design Model
110(1)
Selection of Reaction Rate Constants
111(1)
Influence of Number of Cells
111(1)
Temperature Effects
112(1)
Pond Configuration
112(1)
Mixing and Aeration
113(10)
Complete-Mix Aerated Pond Systems
123(10)
Design Equations
124(1)
Selection of Reaction Rate Constants
125(1)
Influence of Number of Cells
125(1)
Temperature Effects
126(1)
Pond Configuration
126(1)
Mixing and Aeration
127(6)
Anaerobic Ponds
133(7)
Introduction
133(3)
Design
136(4)
Controlled Discharge Pond System
140(1)
Complete Retention Pond System
140(1)
Hydrograph Controlled Release
140(1)
High-Performance Aerated Pond Systems (Rich Design)
141(3)
Performance Data
142(2)
Proprietary Systems
144(28)
Advanced Integrated Wastewater Pond Systems®
144(2)
Hotchkiss, Colorado
146(1)
Dove Creek, Colorado
147(2)
BIOLAC® Process (Activated Sludge in Earthen Ponds)
149(5)
BIOLAC® Processes
154(1)
BIOLAC-R System
155(1)
BIOLAC-L System
156(1)
Wave-Oxidation© Modification
157(1)
Other Applications
157(2)
Unit Operations
159(1)
Aeration Chains and Diffuser Assemblies
159(1)
Blowers and Air Manifold
159(1)
Clarification and Solids Handling
159(1)
BIOLAC-L Settling Basin
160(1)
Performance Data
160(4)
Operational Problems
164(1)
LEMNA Systems
164(1)
Lemna Duckweed System
164(1)
Performance Data
165(1)
LemTec™ Biological Treatment Process
165(6)
Las International, Ltd.
171(1)
Praxair, Inc.
172(1)
Ultrafiltration Membrane Filtration
172(1)
Nitrogen Removal in Lagoons
172(27)
Introduction
172(1)
Facultative Systems
173(3)
Theoretical Considerations
176(2)
Design Models
178(3)
Applications
181(1)
Summary
181(1)
Aerated Lagoons
182(1)
Comparison of Equations
182(5)
Summary
187(1)
Pump Systems, Inc., Batch Study
188(1)
Commercial Products
189(1)
Add Solids Recycle
189(3)
Convert to Sequencing Batch Reactor Operation
192(1)
Install Biomass Carrier Elements
192(1)
Commercial Lagoon Nitrification Systems
193(1)
ATLAS-IS™
193(1)
CLEAR™ Process
193(1)
Ashbrook SBR
194(1)
AquaMat® Process
194(2)
MBBR™ Process
196(1)
Other Process Notes
196(2)
Ultrafiltration Membrane Filtration
198(1)
BIOLAC® Process (Parkson Corporation)
198(1)
Modified High-Performance Aerated Pond Systems for Nitrification and Denitrification
199(1)
Nitrogen Removal in Ponds Coupled with Wetlands and Gravel Bed Nitrification Filters
199(1)
Control of Algae and Design of Settling Basins
200(1)
Hydraulic Control of Ponds
200(1)
Removal of Phosphorus
201(10)
Batch Chemical Treatment
202(1)
Continuous-Overflow Chemical Treatment
202(1)
References
203(8)
Pond Modifications for Polishing Effluents
211(48)
Solids Removal Methods
211(32)
Introduction
211(1)
Intermittent Sand Filtration
211(3)
Summary of Performance
214(1)
Operating Periods
215(1)
Maintenance Requirements
215(1)
Hydraulic Loading Rates
215(1)
Design of Intermittent Sand Filters
215(12)
Rock Filters
227(1)
Performance of Rock Filters
228(2)
Design of Rock Filters
230(1)
Normal Granular Media Filtration
230(8)
Coagulation-Flocculation
238(1)
Dissolved-Air Flotation
239(4)
Modifications and Additions to Typical Designs
243(7)
Controlled Discharge
243(2)
Hydrograph Controlled Release
245(1)
Complete Retention Ponds
246(1)
Autoflocculation and Phase Isolation
247(1)
Baffles and Attached Growth
247(1)
Land Application
248(1)
Macrophyte and Animal Systems
248(1)
Floating Plants
248(1)
Submerged Plants
248(1)
Daphnia and Brine Shrimp
248(1)
Fish
249(1)
Control of Algae Growth by Shading and Barley Straw
249(1)
Dyes
249(1)
Fabric Structures
249(1)
Barley Straw
249(1)
Lemna Systems
250(1)
Performance Comparisons with Other Removal Methods
250(9)
References
252(7)
Free Water Surface Constructed Wetlands
259(76)
Process Description
259(2)
Wetland Components
261(7)
Types of Plants
261(1)
Emergent Species
262(1)
Cattail
262(1)
Bulrush
262(1)
Reeds
263(1)
Rushes
263(1)
Sedges
263(1)
Submerged Species
264(1)
Floating Species
264(1)
Evapotranspiration Losses
264(1)
Oxygen Transfer
265(1)
Plant Diversity
266(2)
Plant Functions
268
Soils
267(1)
Organisms
268(1)
Performance Expectations
268(10)
BOD Removal
269(1)
Suspended Solids Removal
269(1)
Nitrogen Removal
269(3)
Phosphorus Removal
272(1)
Metals Removal
273(1)
Temperature Reduction
274(1)
Trace Organics Removal
274(1)
Pathogen Removal
275(2)
Background Concentrations
277(1)
Potential Applications
278(18)
Municipal Wastewaters
278(3)
Commercial and Industrial Wastewaters
281(1)
Stormwater Runoff
282(1)
Combined Sewer Overflow
283(3)
Agricultural Runoff
286(2)
Livestock Wastewaters
288(1)
Food Processing Wastewater
289(1)
Landfill Leachates
289(2)
Mine Drainage
291(5)
Planning and Design
296(3)
Site Evaluation
297(1)
Preapplication Treatment
297(1)
General Design Procedures
297(2)
Hydraulic Design Procedures
299(3)
Thermal Aspects
302(6)
Case
1. Free Water Surface Wetland Prior to Ice Formation
303(1)
Case
2. Flow Under an Ice Cover
304(1)
Case
3. Free Water Surface Wetland and Thickness of Ice Formation
305(2)
Summary
307(1)
Design Models and Effluent Quality Prediction
308(6)
Volumetric Model
308(1)
Advantages
308(1)
Limitations
309(1)
Areal Loading Model
309(1)
Advantages
309(1)
Limitations
309(1)
Effluent Quality Prediction
309(5)
Design Criteria
314(1)
Physical Design and Construction
314(6)
Earthwork
314(2)
Liners
316(1)
Inlet and Outlet Structures
316(2)
Vegetation
318(2)
Operation and Maintenance
320(4)
Vegetation Establishment
320(3)
Nuisance Animals
323(1)
Mosquito Control
323(1)
Monitoring
324(1)
Costs
324(4)
Geotechnical Investigations
325(1)
Clearing and Grubbing
326(1)
Earthwork
326(1)
Liners
327(1)
Vegetation Establishment
327(1)
Inlet and Outlet Structures
327(1)
Piping, Equipment, and Fencing
328(1)
Miscellaneous
328(1)
Troubleshooting
328(7)
References
329(6)
Subsurface and Vertical Flow Constructed Wetlands
335(44)
Hydraulics of Subsurface Flow Wetlands
335(4)
Thermal Aspects
339(4)
Performance Expectations
343(3)
BOD Removal
344(1)
TSS Removal
344(1)
Nitrogen Removal
344(1)
Phosphorus Removal
345(1)
Metals Removal
345(1)
Pathogen Removal
345(1)
Design of SSF Wetlands
346(7)
BOD Removal
346(1)
TSS Removal
347(1)
Nitrogen Removal
347(2)
Nitrification
349(2)
Denitrification
351(1)
Total Nitrogen
352(1)
Aspect Ratio
352(1)
Design Elements of Subsurface Flow Wetlands
353(2)
Pretreatment
353(1)
Media
353(1)
Vegetation
353(1)
Inlet Distribution
354(1)
Outlet Collection
355(1)
Alternative Application Strategies
355(1)
Batch Flow
355(1)
Reciprocating (Alternating) Dosing (TVA)
356(1)
Potential Applications
356(1)
Domestic Wastewater
356(1)
Landfill Leachate
357(1)
Cheese Processing Wastewater
357(1)
Airport Deicing Fluids Treatment
357(1)
Case Study: Minoa, New York
357(3)
Nitrification Filter Bed
360(4)
Design of On-Site Systems
364(2)
Vertical-Flow Wetland Beds
366(4)
Municipal Systems
368(1)
Tidal Vertical-Flow Wetlands
369(1)
Winery Wastewater
369(1)
Construction Considerations
370(3)
Vegetation Establishment
372(1)
Operation and Maintenance
373(1)
Costs
373(1)
Troubleshooting
374(5)
References
374(5)
Land Treatment Systems
379(58)
Types of Land Treatment Systems
379(5)
Slow-Rate Systems
379(1)
Overland Flow Systems
379(3)
Soil Aquifer Treatment Systems
382(2)
Slow Rate Land Treatment
384(18)
Design Objectives
384(1)
Management Alternatives
384(1)
Preapplication Treatment
384(2)
Distribution System Constraints
386(1)
Water Quality Considerations
386(2)
Groundwater Protection
388(1)
Design Procedure
388(1)
Crop Selection
388(1)
Type 1 System Crops
388(2)
Type 2 System Crops
390(2)
Hydraulic Loading Rates
392
Hydraulic Loading for Type 1 Slow-Rate Systems
390(1)
Hydraulic Loading for Type 2 Slow-Rate Systems
391(1)
Design Considerations
392(1)
Nitrogen Loading Rate
392(2)
Organic Loading Rate
394(1)
Land Requirements
394(2)
Storage Requirements
396(4)
Distribution Techniques
400(1)
Application Cycles
401(1)
Surface Runoff Control
401(1)
Underdrainage
401(1)
Construction Considerations
401(1)
Operation and Maintenance
402(1)
Overland Flow Systems
402(11)
Design Objectives
402(1)
Site Selection
403(1)
Treatment Performance
403(1)
BOD Loading and Removal
403(1)
Suspended Solids Removal
403(2)
Nitrogen Removal
405(1)
Phosphorus and Heavy Metal Removal
406(1)
Trace Organics
406(1)
Pathogens
407(1)
Preapplication Treatment
407(1)
Design Criteria
407(1)
Application Rate
408(1)
Slope Length
408(1)
Hydraulic Loading Rate
409(1)
Application Period
409(1)
Design Procedure
409(1)
Municipal Wastewater, Secondary Treatment
409(1)
Industrial Wastewater, Secondary Treatment
409(1)
Design Considerations
410(1)
Land Requirements
410(1)
Storage Requirements
411(1)
Vegetation Selection
412(1)
Distribution System
412(1)
Runoff Collection
412(1)
Construction Considerations
412(1)
Operation and Maintenance
412(1)
Soil Aquifer Treatment Systems
413(12)
Design Objectives
413(1)
Site Selection
413(1)
Treatment Performance
413(1)
BOD and TSS Removal
413(1)
Nitrogen Removal
413(2)
Phosphorus Removal
415(1)
Heavy Metal Removal
415(1)
Trace Organics
415(4)
Endocrine Disruptors
419(1)
Pathogens
420(1)
Preapplication Treatment
420(1)
Design Procedure
420(1)
Design Considerations
421(1)
Hydraulic Loading Rates
422(1)
Nitrogen Loading Rates
422(1)
Organic Loading Rates
423(1)
Land Requirements
423(1)
Hydraulic Loading Cycle
423(1)
Infiltration System Design
424(1)
Groundwater Mounding
424(1)
Construction Considerations
425(1)
Operation and Maintenance
426(1)
Cold Climate Operation
426
System Management
425(1)
Phytoremediation
425(2)
Industrial Wastewater Management
427(10)
Organic Loading Rates and Oxygen Balance
427(2)
Total Acidity Loading
429(1)
Salinity
430(1)
References
431(6)
Sludge Management and Treatment
437(56)
Sludge Quantity and Characteristics
437(5)
Sludges from Natural Treatment Systems
440(1)
Sludges from Drinking-Water Treatment
441(1)
Stabilization and Dewatering
442(1)
Methods for Pathogen Reduction
442(1)
Sludge Freezing
443(7)
Effects of Freezing
443(1)
Process Requirements
443(1)
General Equation
444(1)
Design Sludge Depth
445(1)
Design Procedures
445(1)
Calculation Methods
446(1)
Effect of Thawing
446(1)
Preliminary Designs
446(1)
Design Limits
446(2)
Thaw Period
448(1)
Sludge Freezing Facilities and Procedures
448(1)
Effect of Snow
449(1)
Combined Systems
449(1)
Sludge Removal
449(1)
Sludge Quality
450(1)
Reed Beds
450(6)
Function of Vegetation
451(1)
Design Requirements
452(1)
Performance
453(1)
Benefits
454(1)
Sludge Quality
455(1)
Vermistabilization
456(2)
Worm Species
456(1)
Loading Criteria
456(1)
Procedures and Performance
457(1)
Sludge Quality
458(1)
Comparison of Bed-Type Operations
458(1)
Composting
459(5)
Land Application and Surface Disposal of Biosolids
464(29)
Concept and Site Selection
470(1)
Process Design, Land Application
471(2)
Metals
473(2)
Phosphorus
475(1)
Nitrogen
476(2)
Calculation of Land Area
478(4)
Design of Surface Disposal Systems
482(1)
Design Approach
482(1)
Data Requirements
483(1)
Half-Life Determination
483(3)
Loading Nomenclature
486(1)
Site Details for Surface Disposal Systems
487(1)
References
488(5)
On-Site Wastewater Systems
493(46)
Types of On-Site Systems
493(1)
Effluent Disposal and Reuse Options
494(1)
Site Evaluation and Assessment
494(5)
Preliminary Site Evaluation
497(1)
Applicable Regulations
497(1)
Detailed Site Assessment
498(1)
Hydraulic Assimilative Capacity
499(1)
Cumulative Areal Nitrogen Loadings
499(2)
Nitrogen Loading from Conventional Effluent Leachfields
499(1)
Cumulative Nitrogen Loadings
500(1)
Alternative Nutrient Removal Processes
501(10)
Nitrogen Removal
501(1)
Intermittent Sand Filters
501(1)
Recirculating Gravel Filters
502(3)
Septic Tank with Attached Growth Reactor
505(2)
RSF2 Systems
507(2)
Other Nitrogen Removal Methods
509(2)
Phosphorus Removal
511(1)
Disposal of Variously Treated Effluents in Soils
511(1)
Design Criteria for On-Site Disposal Alternatives
512(7)
Gravity Leachfields
512(1)
Shallow Gravity Distribution
513(2)
Pressure-Dosed Distribution
515(1)
Imported Fill Systems
516(1)
At-Grade Systems
516(1)
Mound Systems
516(1)
Artificially Drained Systems
517(1)
Constructed Wetlands
517(1)
Evapotranspiration Systems
518(1)
Design Criteria for On-Site Reuse Alternatives
519(2)
Drip Irrigation
519(2)
Spray Irrigation
521(1)
Graywater Systems
521(1)
Correction of Failed Systems
521(8)
Use of Effluent Screens
521(1)
Use of Hydrogen Peroxide
522(1)
Use of Upgraded Pretreatment
522(1)
Retrofitting Failed Systems
522(1)
Long-Term Effects of Sodium on Clay Soils
522(1)
References
523(6)
Appendices
Appendix
1. Metric Conversion Factors (SI to U.S. Customary Units)
529(4)
Appendix
2. Conversion Factors for Commonly Used Design Parameters
533(2)
Appendix
3. Physical Properties of Water
535(2)
Appendix
4. Dissolved Oxygen Solubility in Freshwater
537(2)
Index 539