Microbial Corrosion and Deterioration of Engineering Materials : Analysis and Mitigation Techniques for Engineers

• Autore: Javaherdashti Reza
• Pubblicazione: Chantilly : , : Elsevier, , 2026; ©2026
• Edizione: 1st ed.
• Descrizione fisica: 1 online resource (0 pages)
• Disciplina: 620.11223
• Soggetto topico: Microbiologically influenced corrosion
• Nota di contenuto: Front Cover -- Microbial Corrosion and Deterioration of Engineering Materials: Analysis and Mitigation Techniques for Engineers -- Copyright Page -- Dedication -- Contents -- About the author -- Preface -- General description -- 1 Corrosion, microbiologically influenced corrosion, and microbiologically influenced deterioration -- 1.1 Introduction -- 1.2 Necessity for writing this book-introduction -- 1.3 Myths and misunderstandings -- 1.4 A brief on microbiologically influenced corrosion publication -- 1.5 Why is microbiologically influenced corrosion so complicated? -- 1.5.1 Motility -- 1.5.2 The existing gap between academia and industry -- 1.6 Approaches toward microbiologically influenced corrosion/microbiologically influenced deterioration cases -- 1.6.1 Materials-based papers -- 1.6.2 Industry-based papers -- 1.7 How is this book looking at microbiologically influenced corrosion/microbiologically influenced deterioration issues? Chapters arrangement -- References -- Further reading -- 2 Environmental aspect of corrosion: not yet looked at in detail side of corrosion management -- 2.1 Introduction -- 2.2 Developing a terminology system to make junction between ecologists and corrosionists -- 2.3 Four features of corrosion and environment interaction -- 2.3.1 Leakage, environment and pollution -- 2.3.2 Pollution-induced corrosion -- 2.4 Modelling environment effects including corrosion -- 2.4.1 Future studies and corrosion -- 2.5 Characteristics of an ecological-corrosion model -- 2.5.1 Having a mathematical backbone -- 2.6 Qualitative model of corrosion-infected environmental effects -- References -- 3 Fit-for-service and beyond -- 3.1 Introduction -- 3.2 Basic definitions -- 3.2.1 Asset and component -- 3.2.2 States of the service life of an Asset -- 3.2.2.1 Three states of the service life. ; 3.3 MIC/MID and three states of service life of an asset -- 3.3.1 Materials selection -- 3.3.2 Treatment -- 3.3.3 Design modification a material selection -- 3.4 Rule 365 [10] -- 3.4.1 Rule 365 workflow -- References -- 4 Demystifying microbiological influenced corrosion and microbiologically influenced deterioration -- 4.1 Introduction -- 4.1.1 Microbiologically influenced corrosionb -- 4.1.1.1 SABP A 087 -- 4.1.1.2 AMPP 2024 standard "Corrosion and Mitigation Techniques for Fire Protection Piping Systems -- 4.1.2 Microbially influenced corrosion and some of its concerns -- 4.1.2.1 MIC/MID mechanisms -- 4.1.2.1.1 CMIC mechanisms -- Cathodic Depolarisation Theory -- Alternative theories -- 4.1.2.1.2 EMIC mechanisms (EET-MIC and M-EET) -- Stages associated with biofilm dynamism -- Biofilm in two and three phase environments -- Electrostatic model of biofilms -- 4.1.2.1.3 biofilm-affected EMIC -- Is biofilm really a biological film?e -- Effect of flow on MIC -- 4.1.2.1.4 Bio-acidification (concrete) -- Three functions of a Temenos/biofilm -- Non-MID, abiotic deterioration of concrete -- What is concrete? -- Tutti Model, abiotic metallic reinforced concrete corrosion/deterioration -- Stone degradation -- Concrete MID -- Concrete MID as induced by bacteria -- Concrete MID as induced by Algae -- 4.1.2.1.5 Two mechanisms (polymers) -- 4.1.2.1.6 Five mechanisms (composites) -- 4.2 Interesting topics in MIC/MID -- 4.2.1 Effect of radiation on MIC -- 4.2.2 Artificial intelligence (AI) and MIC/MID -- 4.2.2.1 Some basic concepts of AIi -- 4.2.2.2 Prediction by AI and by non-AI prediction models -- 4.2.2.3 AI and corrosion prediction -- 4.2.3 How may MIC be interpreted in a three-phase environment? -- 4.3 Bacteria involved in MIC/MID -- 4.3.1 Sulphate-reducing bacteria -- 4.3.2 Sulphur-oxidising bacteria -- 4.3.3 Slime-forming/nitrate-reducing bacteria. ; 4.3.4 Acid-producing bacteria, a misleading term -- 4.3.4.1 Clostridia -- 4.3.5 Iron bacteria -- 4.3.5.1 Iron-oxidising bacteria -- 4.3.5.2 Iron-reducing bacteria -- 4.3.6 Examples of less-known bacteria relevant to MIC -- 4.3.6.1 Thermotogae -- 4.3.6.2 Magnetotactic bacteria -- 4.3.7 Archaea -- 4.3.7.1 Methanogens -- 4.3.7.1.1 Corrosion by methanogens -- 4.3.8 Fungi, algae, and lichen -- 4.3.8.1 Mode of deterioration/corrosion -- 4.3.9 Diatomes -- 4.4 Strategy and tactics to effectively manage MIC/MID -- 4.4.1 Strategy -- 4.4.1.1 Screening -- 4.4.1.2 Mechanisms -- 4.4.1.3 Corrosion reactions geometry -- 4.4.2 Tactics -- 4.4.2.1 Treatments -- 4.4.2.2 Chemical treatment -- 4.4.2.2.1 Biocide enhancers -- Biocide efficacy -- Natural biocides -- Do bacteria develop resistance to a certain biocide? -- 4.4.2.2.2 General concerns about biocides -- 4.4.2.2.3 Physical treatment -- 4.4.2.3 Mechanical treatment, PIGs -- 4.4.2.3.1 Biological treatment -- Category I, Phage therapy -- Category II, Bacteria therapy -- 4.4.2.3.2 Electrical treatment -- Mechanistic interpretation of anticorrosion techniques -- CP criteria to control MIC -- CP standards and MIC:CP standards and MIC -- Possible mechanisms to explain the impact of CP on MIC -- Chemical impact explanation -- Mutual electrostatic interaction -- Chemical bridge theory -- 4.4.2.3.3 Design modification -- 4.4.2.3.4 Materials selection -- 4.4.2.3.5 Modelling -- What is modeling? -- Corrosion models -- oscillation between pure research and application -- BP Model, a chemical model -- S-G Model, a mathematical model -- Modelling as a replacement to corrosion monitoring? -- Corrosion modelling, its usefulness and philosophy -- 4.4.2.4 Monitoring -- 4.4.2.4.1 Monitoring of external parameters -- 4.4.2.4.2 Monitoring of internal parameters -- 4.4.3 Training -- 4.4.3.1 Training features and formalism. ; 4.4.4 Corrosion prevention or corrosion control? -- 4.4.4.1 Service life states and corrosion prevention/corrosion control -- 4.4.4.2 Future of anticorrosion techniques and corrosion prevention/corrosion control -- 4.5 Principle of combination and its importance in field experiences with MIC/MID cases -- 4.5.1 Principle of combination -- 4.5.1.1 A subsea pipeline (bitter) experience -- 4.6 MICI, inhibition of MIC -- 4.6.1 Can bacterial cannibalism have an effect on IMIC? -- 4.7 Dynamic check list, a corrosion control checklist for MIC/MID -- 4.7.1 Dynamic checkist, the technical face -- 4.7.1.1 Dynamic checklist, technical face for "precommissioning phase -- 4.7.1.2 Dynamic checklist, technical face for "operation phase -- 4.7.1.3 Dynamic checklist, technical face for "maintenance phase -- 4.7.2 Dynamic checklist, the nontechnical face -- 4.8 "Rosary beads string -- References -- 5 Difference between Strategy and Tactics in dealing with MIC/MID -- 5.1 Introduction -- 5.2 Strategy and Tactic -- 5.2.1 Effective factors of Strategy -- 5.2.1.1 Conditions total surveillance (CTS) -- 5.2.2 What does constitute Strategy when it comes to MIC/MID cases? -- 5.2.2.1 Screening -- 5.2.2.2 Mechanisms -- 5.2.2.3 Difference between MIC prevention and MIC control -- 5.3 Last but not least words -- References -- 6 Can present state of cathodic protection or postmortem techniques help with MIC cases? -- 6.1 Introduction -- 6.2 Postmortem failure analysis -- 6.3 Cathodic protection -- 6.3.1 Cathodic protection standards and microbially influenced corrosion -- 6.3.1.1 Cathodic protection criteria and NACE standard -- 6.3.1.2 Standards other than NACE -- 6.3.1.3 Postulating a mechanism to elucidate the interaction between cathodic protection and microbially influenced corrosion agents -- 6.3.1.3.1 Electrostatic-microbially influenced corrosion conjecture. ; 6.4 Is there any future for cathodic protection advancement? -- References -- 7 Some useful, practical tips to assist the field engineer to deal with microbiologically influenced corrosion/microbiologically influenced deterioration -- 7.1 Introduction -- 7.2 What to test? -- 7.2.1 Bacteria types to be investigated -- 7.2.2 Water/soil/corrosion deposit/soil microbiology -- 7.2.2.1 Water microbiology -- 7.2.2.2 Soil microbiology -- 7.2.2.3 Corrosion deposits microbiology -- 7.2.2.3.1 Burning biofilm technique -- 7.2.2.3.2 Deposits' location at bottom of the line -- 7.2.2.3.3 'Tiger strips' -- 7.2.3 Water/corrosion deposit/soil chemistry -- 7.2.3.1 Water chemistry -- 7.2.3.1.1 Soil chemistry -- 7.2.3.1.2 Deposits chemistry -- 7.2.3.1.2.1 Specific minerals -- 7.2.3.1.2.2 Characteristic odours -- 7.2.3.1.2.3 Identification by colour -- 7.2.3.1.2.4 'Touch' -- 7.2.3.1.2.5 Sample taking procedure -- 7.3 Tests required -- 7.4 What to do? -- 7.4.1 Modus operandi -- 7.4.1.1 Step 1: make sure that the main cause of the observed extensive corrosion or failure is corrosion and not any other factors -- 7.4.1.2 Step 2: recognise the corrosive reactions that can be expected and how they can proceed with regards to each other -- 7.4.1.3 Step 3: make sure if nonmicrobiologically influenced corrosion (/microbiologically influenced deterioration) scenarios are not true or cannot explain the whole corrosion case -- 7.4.1.4 Step 4: identify hot spots -- 7.4.1.5 Step 5: look for the best tactics to be applied together not just one tactic -- 7.4.2 Avoidance of microbiologically influenced corrosion/microbiologically influenced deterioration -- 7.4.2.1 Avoiding posthydrotest microbiologically influenced corrosion -- 7.4.2.2 Avoiding (external) microbiologically influenced corrosion in a buried pipeline. ; 7.4.2.3 Avoiding microbiologically influenced corrosion/microbiologically influenced deterioration in desalination plants.
• Sommario/riassunto: Microbial Corrosion and Deterioration of Engineering Materials: Analysis and Mitigation Techniques for Engineers aims to fill the gap between research and engineering practice when it comes to microbially influenced corrosion (MIC) and deterioration (MID).
• Titolo autorizzato: Microbial Corrosion and Deterioration of Engineering Materials
• ISBN: 0-443-34124-9; 9780443341243
• Formato: Materiale a stampa
• Livello bibliografico: Monografia
• Lingua di pubblicazione: Inglese
• Record Nr.: 9911124474403321
• Lo trovi qui: Univ. Federico II