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Produktbild: Sincero, A: Physical-Chemical Treatment of Water and Wastewa

Sincero, A: Physical-Chemical Treatment of Water and Wastewa

Fr. 223.00

inkl. gesetzl. MwSt., Versandkostenfrei

Beschreibung

Produktdetails

Einband

Gebundene Ausgabe

Erscheinungsdatum

01.07.2002

Abbildungen

1752 equations 25 Halftones, black and white 87 Tables, black and white 137 Illustrations, black and white

Verlag

Taylor and Francis

Seitenzahl

856

Maße (L/B/H)

24.6/15.7/4.6 cm

Gewicht

1740 g

Sprache

Englisch

ISBN

978-1-58716-124-7

Beschreibung

Produktdetails

Einband

Gebundene Ausgabe

Erscheinungsdatum

01.07.2002

Abbildungen

1752 equations 25 Halftones, black and white 87 Tables, black and white 137 Illustrations, black and white

Verlag

Taylor and Francis

Seitenzahl

856

Maße (L/B/H)

24.6/15.7/4.6 cm

Gewicht

1740 g

Sprache

Englisch

ISBN

978-1-58716-124-7

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  • Produktbild: Sincero, A: Physical-Chemical Treatment of Water and Wastewa
  • BACKGROUND PREREQUISITESIntroduction WastewaterPhysical-Chemical Treatment of Water and WastewaterUnit Operations and Unit ProcessesCoverageClean Water ActSafe Drinking Water ActRelationship of This Book to the ActsGlossaryBackground Chemistry and Fluid Mechanics Units Used in Calculation General Chemistry Fluid Mechanics Glossary Problems BibliographyPART I: CHARACTERISTICS OF WATER AND WASTEWATERQUANTITY OF WATER AND WASTEWATER Probability Distribution Analysis Quantity of Water Types of Wastewater Sources and Quantities of Wastewater Population Projection Derivation of Design Flows of Wastewaters Deriving Design Flows of Wastewaters from Field SurveyCONSTITUENTS OF WATER AND WASTEWATER Physical and Chemical Characteristics Normal Constituents of Domestic Wastewater Microbiological CharacteristicsPART II: UNIT OPERATIONS OF WATER AND WASTEWATER TREATMENTFLOW MEASUREMENTS AND FLOW AND QUALITY EQUALIZATIONS Flow Meters Miscellaneous Flow Meters Liquid Level Indicators Flow and Quality EqualizationsPUMPING Pumping Stations and Types of Pumps Pumping Station HeadsPump Characteristics and Best Operating Efficiency Pump Scaling Laws Pump Specific Speed Net Positive Suction Head and Deep-Well Pumps Pumping Station Head AnalysisSCREENING, SETTLING, AND FLOTATION Screening Settling FlotationMIXING AND FLOCCULATION Rotational Mixers Criteria for Effective Mixing Pneumatic Mixers Hydraulic Mixers FlocculatorsCONVENTIONAL FILTRATION Types of Filters Medium Specification for Granular Filters Linear Momentum Equation Applied to Filters Head Losses in Grain Filters Backwashing Head Loss in Granular Filters Cake FiltrationADVANCED FILTRATION AND CARBON ADSORPTION Electrodialysis Membranes Pressure Membranes Carbon AdsorptionAERATION, ABSORPTION, AND STRIPPING Mass Transfer Units Interface for Mass Transfer, and Gas and Liquid Boundary Layers Mathematics of Mass Transfer Dimensions of the Overall Mass Transfer Coefficients Mechanics of Aeration Absorption and StrippingPART III: UNIT PROCESSES OF WATER AND WASTEWATER TREATMENTWATER SOFTENING Hard Waters Types of Hardness Plant Types for Hardness Removal The Equivalent CaCO(3) Concentration Softening of Calcium Hardness Softening of Magnesium Hardness Lime-Soda Process Order of Removal Role of CO(2) in Removal Excess Lime Treatment and Optimum Operational pH Summary of Chemical Requirements and Solids Produced Sludge Volume Production Chemical Species in the Treated Water Relationships of the Fractional Removals Notes on Equivalent Masses Typical Design Parameters and Criteria Split Treatment Use of Alkalinity in Water Softening CalculationsWATER STABILIZATION Carbonate Equilibria Criteria for Water Stability at Normal Conditions Recarbonation of Softened WaterCOAGULATION Colloid Behavior Zeta Potential Colloid Destabilization Coagulation Process Chemical Reactions of Alum Chemical Reactions of the Ferrous Ion Chemical Reactions of the Ferric Ion Jar Tests for Optimum pH Determination Chemical Requirements Chemical Requirements for pH Adjustments Alkalinity and Acidity Expressed as CaCO(3) Sludge ProductionREMOVAL OF IRON AND MANGANESE BY CHEMICAL PRECIPITATION Natural Occurrences of Iron and Manganese Modes of Removal of Iron and Manganese Chemical Reactions of the Ferrous and the Ferric Ions Chemical Reactions of the Manganous Ion [Mn(II)] Oxidation of Iron and Manganese Unit Operations for Iron and Manganese Removal Chemical Requirements Alkalinity Expressed in OH(-) and Acidity Expressed in H(+) Chemical Requirements for pH Adjustments Sludge ProductionREMOVAL OF PHOSPHORUS BY CHEMICAL PRECIPITATION Natural Occurrence of Phosphorus Modes of Phosphorus Removal Chemical Reaction of the Phosphate Ion with Alum Chemical Reaction of the Phosphate Ion with Lime Chemical Reaction of the Phosphate Ion with the Ferric Salts Comments on the Optimum pH Ranges Effect of the K(sp)'s on the Precipitation of Phosphorus Unit Operations for Phosphorus Removal Chemical Requirements Sludge ProductionREMOVAL OF NITROGEN BY NITRIFICATION-DENITRIFICATION Natural Occurrence of Nitrogen To Remove or Not to Remove Nitrogen Microbial Thermodynamics Oxidation-Reduction Reactions of Nitrogen Foods Modes of Nitrogen Removal Chemical Reactions in Nitrogen Removal Total Effluent Nitrogen Carbon Requirements for Denitrification Alkalinity Production and Associated Carbon Requirement Reaction Kinetics ION EXCHANGE Ion Exchange Reactions Unit Operations of Ion Exchange Sodium, Hydrogen Cycle, and Regeneration Production of "Pure Water" Active or Exchange Zone Design of Ion Exchangers Head Losses in Ion ExchangersDISINFECTION Methods of Disinfection and Disinfectant Agents Used Factors Affecting Disinfection Other Disinfection Formulas Chlorine Disinfectants Dechlorination Disinfection Using Ozone Disinfection Using Ultraviolet LightAPPENDICESINDEXEach chapter contains: Glossary, Symbols, Problems and Bibliography