BASIC water and wastewater treatment /
Basic Water and Wastewater Treatment.
Saved in:
Main Authors: | |
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Corporate Authors: | |
Published: |
Butterworths,
|
Publisher Address: | London ; Boston : |
Publication Dates: | 1990. |
Literature type: | eBook |
Language: | English |
Series: |
Butterworths BASIC series
|
Subjects: | |
Online Access: |
http://www.sciencedirect.com/science/book/9780408709378 |
Summary: |
Basic Water and Wastewater Treatment. |
Carrier Form: | 1 online resource (x, 132 pages) : illustrations. |
Bibliography: | Includes bibliographical references and index. |
ISBN: |
9781483141213 1483141217 |
Index Number: | TD433 |
CLC: | TU991.2 |
Contents: |
Front Cover; Basic Water and Wastewater Treatment; Copyright Page ; Preface; Table of Contents; Chapter 1. Introduction to BASIC; 1.1 BASIC language; 1.2 Variables; 1.3 Input; 1.4 Output; 1.5 Mathematical expressions; 1.6 Conditional statements; 1.7 Loops; 1.8 Subroutines; 1.9 Errors and checks; FURTHER READING; Chapter 2. Elements of water and wastewater treatment; 2.1 The water cycle; 2.2 Water quality; 2.3 Water quality parameters; 2.4 Water supply and treatment; 2.5 Wastewater collection, treatment and disposal; 2.6 Pollution control; FURTHER READING. Chapter 3. Flow measurement, sampling and analysisESSENTIAL THEORY; 3.1 Flow measurement techniques; 3.2 Sampling techniques; 3.3 Analytical methods; 3.4 Some typical analyses; 3.5 Interpretation of results; WORKED EXAMPLES; 3.1 CURMET: current metering; 3.2 CHEMDIL: chemical dilution gauging; 3.3 ALKTY: alkalinity analysis; 3.4 BODDATA: BOD data analysis; PROBLEMS; FURTHER READING; Chapter 4. Environmental aspects; ESSENTIAL THEORY; 4.1 Mass balance concepts; 4.2 Types of pollutant; 4.3 Reaeration and the oxygen balance; WORKED EXAMPLES. 4.1 BALDEC: pollutant concentration and decay calculations4.2 REAER: reaeration calculations; 4.3 DOSAG: dissolved oxygen sag program; PROBLEMS; FURTHER READING; Chapter 5. Physical treatment processes; ESSENTIAL THEORY; 5.1 Sedimentation; 5.2 Flocculation; 5.3 Flow through porous media; WORKED EXAMPLES; 5.1 DISPAR: settling velocity of discrete particles; 5.2 IDEALSED: performance of an ideal settling tank; 5.3 FLOC: flocculation calculations; 5.4 FILTER: deep-bed filter head losses using Rose's equation; PROBLEMS; FURTHER READING; Chapter 6. Chemical treatment processes; ESSENTIAL THEORY. 6.1 Chemical coagulation6.2 Chemical precipitation; 6.3 Ion exchange; 6.4 Disinfection; WORKED EXAMPLES; 6.1 COAG: chemical coagulation; 6.2 PRESOFT: precipitation softening; 6.3 IONEX: sodium cycle ion-exchange softening; 6.4 KILL: disinfection calculations; PROBLEMS; FURTHER READING; Chapter 7. Biological treatment processes; ESSENTIAL THEORY; 7.1 Principles of biological treatment; 7.2 Biochemical reactions; 7.3 Biological filter; 7.4 Activated sludge; 7.5 Oxidation pond; 7.6. Anaerobic processes; WORKED EXAMPLES; 7.1 BIOGRO: solids accumulation in aerobic treatment. 7.2 KINCOF: biological kinetic coefficients7.3 ANAEROBE: anaerobic solids and gas production; 7.4 OXPOND: facultative oxidation pond loadings; PROBLEMS; FURTHER READING; Chapter 8. Sludge handling and treatment; ESSENTIAL THEORY; 8.1 Properties of sludges; 8.2 Measurement of dewatering characteristics; 8.3 Dewatering methods; 8.4 Sludge disposal; WORKED EXAMPLES; 8.1 SLUDGE: sludge volume calculations; 8.2 SPECREST: specific resistance to filtration; PROBLEMS; FURTHER READING; Chapter 9. Concepts in design; ESSENTIAL THEORY; 9.1 Treatment plant design; 9.2 Optimized design. |