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

Format:

Book

Author/Creator:

Javaherdashti, Reza.

Language:

English

Subjects (All):

Microbiologically influenced corrosion.

Physical Description:

1 online resource (0 pages)

Edition:

1st ed.

Place of Publication:

Chantilly : Elsevier, 2026.

Summary:

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).

Contents:

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

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

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

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

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?

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.

Notes:

Description based on publisher supplied metadata and other sources.

ISBN:

0-443-34124-9

9780443341243

OCLC:

1569916761