Activated Sludge and Nutrient Removal.
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Author / Creator: | Federation, Water Environment. |
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Imprint: | Chicago : Water Environment Federation, 2017. |
Description: | 1 online resource (451 p.). |
Language: | English |
Series: | Manual of Practice Manual of practice. |
Subject: | |
Format: | E-Resource Book |
URL for this record: | http://pi.lib.uchicago.edu/1001/cat/bib/12650970 |
Table of Contents:
- Intro
- TITLE PAGE
- COPYRIGHT
- CONTENTS
- LIST OF FIGURES
- LIST OF TABLES
- PREFACE
- CHAPTER 1 INTRODUCTION
- 1.0 INTRODUCTION
- 2.0 ORGANIZATION
- 3.0 WHAT IS IN A NAME?
- 4.0 OVERVIEW OF WASTEWATER TREATMENT
- 5.0 INFLUENT CHARACTERISTICS
- 5.1 BIOCHEMICAL OXYGEN DEMAND
- 5.2 CHEMICAL OXYGEN DEMAND
- 5.3 SOLIDS
- 5.4 NUTRIENTS
- 5.5 RELATIONSHIPS BETWEEN INFLUENT PARAMETERS
- 6.0 PURPOSE OF BIOLOGICAL TREATMENT
- 6.1 CONVERSION OF BIODEGRADABLE ORGANIC MATERIAL TO BIOMASS
- 6.2 CONVERSION OF AMMONIA TO NITRATE
- 6.3 CONVERSION OF NITRATE TO NITROGEN GAS
- 6.4 BIOLOGICAL PHOSPHORUS REMOVAL
- 7.0 PRACTICE QUESTIONS
- 8.0 REFERENCES
- CHAPTER 2 ACTIVATED SLUDGE PROCESS FUNDAMENTALS
- 1.0 BACKGROUND AND PURPOSE
- 2.0 BASIC SYSTEM COMPONENTS
- 2.1 ACTIVATED SLUDGE BASIN
- 2.2 SECONDARY CLARIFIER
- 2.3 RETURN ACTIVATED SLUDGE
- 2.4 WASTE ACTIVATED SLUDGE
- 3.0 ANAEROBIC, ANOXIC, AND AEROBIC CONDITIONS
- 4.0 BACTERIAL ENGINES
- 4.1 HETEROTROPHIC BACTERIA
- 4.2 AUTOTROPHIC BACTERIA
- 4.3 PHOSPHATE ACCUMULATING ORGANISMS
- 4.4 GROWTH PATTERNS: FLOC FORMERS VS FILAMENT FORMERS
- 5.0 MICROBIAL GROWTH KINETICS
- 5.1 MONOD KINETICS
- 5.2 MAXIMUM SPECIFIC GROWTH RATE
- 5.3 SATURATION COEFFICIENT
- 5.4 HALF-SATURATION COEFFICIENT
- 5.5 EFFECT OF MULTIPLE LIMITING SUBSTRATES
- 5.6 BIOMASS YIELD
- 5.7 BIOMASS DECAY RATE
- 5.8 MONOD KINETICS
- 6.0 PROCESS VARIATIONS
- 6.1 LOADING RATES
- 6.2 REACTOR CONFIGURATION
- 6.2.1 IDEAL COMPLETE MIX
- 6.2.2 IDEAL PLUG FLOW
- 6.2.3 REACTORS-IN-SERIES
- 6.2.4 SEQUENCING BATCH REACTORS
- 6.2.5 OXIDATION DITCH
- 6.3 FEED AND AERATION PATTERNS
- 6.3.1 CONVENTIONAL
- 6.3.2 CONTACT STABILIZATION AND SLUDGE REAERATION
- 6.3.3 STEP FEED
- 6.3.4 TAPERED AERATION
- 6.3.5 SELECTORS
- 6.4 OTHER MODIFICATIONS
- 6.4.1 HIGH-PURITY OXYGEN
- 6.4.2 COUPLED SYSTEMS
- 6.4.3 COMBINED SYSTEMS
- 6.5 FACTORS AFFECTING PROCESS EFFICIENCY
- 7.0 DESCRIPTION OF FACILITIES AND EQUIPMENT USED
- 7.1 ACTIVATED SLUDGE BASINS OR BIOLOGICAL REACTORS
- 7.2 AERATION SYSTEMS
- 7.2.1 AIR DELIVERY
- 7.2.2 MECHANICAL AERATION
- 7.3 MIXING
- 7.4 CLARIFICATION
- 7.5 RETURN AND WASTE ACTIVATED SLUDGE SYSTEMS
- 7.6 RECIRCULATION PUMPING
- 8.0 PRACTICE QUESTIONS
- 9.0 REFERENCES
- CHAPTER 3 MICROBIOLOGY
- 1.0 SUMMARY OF BACTERIAL ENGINE
- 2.0 THE BACTERIAL CELL AND HOW IT WORKS
- 2.1 DESCRIPTION
- 2.2 PARTS AND FUNCTION
- 2.3 HOW THEY FEED
- 2.4 HOW THEY GROW
- 3.0 BACTERIA DEFINED BY GROWTH PATTERN: FLOC FORMERS VS FILAMENTOUS MICROORGANISMS
- 4.0 BACTERIA DEFINED BY DISSOLVED OXYGEN LEVEL
- 5.0 FILAMENTOUS MICROORGANISMS
- 5.1 LOW DISSOLVED OXYGEN
- 5.2 LOW FOOD-TO-MICROORGANISM RATIO
- 5.3 LOW NUTRIENTS-PHOSPHORUS OR NITROGEN
- 5.4 PH
- 5.5 FILAMENT CONTROL
- 6.0 PROTOZOA AND METAZOA
- 6.1 PROTOZOA
- 6.1.1 FLAGELLATES
- 6.1.2 AMOEBA (TESTATE AND NAKED)
- 6.1.3 FREE-SWIMMING CILIATES
- 6.1.4 ATTACHED (STALKED) CILIATES
- 6.1.5 CRAWLER CILIATES