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36. Barometric Pressure Increased

36. Barometric Pressure Increased (2)

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36. Barometric Pressure Increased

 

Chapter Editor: T.J.R. Francis

 


Table of Contents

Tables

 

Working under Increased Barometric Pressure

Eric Kindwall

 

Decompression Disorders

Dees F. Gorman

 

Tables

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1. Instructions for compressed-air workers
2. Decompression illness: Revised classification

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37. Barometric Pressure Reduced

37. Barometric Pressure Reduced (4)

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37. Barometric Pressure Reduced

Chapter Editor:  Walter Dümmer


Table of Contents

Figures and Tables

Ventilatory Acclimatization to High Altitude
John T. Reeves and John V. Weil

Physiological Effects of Reduced Barometric Pressure
Kenneth I. Berger and William N. Rom

Health Considerations for Managing Work at High Altitudes
John B. West

Prevention of Occupational Hazards at High Altitudes
Walter Dümmer

Figures

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BA1020F1BA1020F3BA1020F4BA1020F5BA1030T1BA1030F1BA1030F2

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38. Biological Hazards

38. Biological Hazards (4)

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38. Biological Hazards

Chapter Editor: Zuheir Ibrahim Fakhri


Table of Contents

Tables

Workplace Biohazards
Zuheir I. Fakhri

Aquatic Animals
D. Zannini

Terrestrial Venomous Animals
J.A. Rioux and B. Juminer

Clinical Features of Snakebite
David A. Warrell

Tables

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1. Occupational settings with biological agents
2. Viruses, bacteria, fungi & plants in the workplace
3. Animals as a source of occupational hazards

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39. Disasters, Natural and Technological

39. Disasters, Natural and Technological (12)

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39. Disasters, Natural and Technological

Chapter Editor: Pier Alberto Bertazzi


Table of Contents

Tables and Figures

Disasters and Major Accidents
Pier Alberto Bertazzi

     ILO Convention concerning the Prevention of Major Industrial Accidents, 1993 (No. 174)

Disaster Preparedness
Peter J. Baxter

Post-Disaster Activities
Benedetto Terracini and Ursula Ackermann-Liebrich

Weather-Related Problems
Jean French

Avalanches: Hazards and Protective Measures
Gustav Poinstingl

Transportation of Hazardous Material: Chemical and Radioactive
Donald M. Campbell

Radiation Accidents
Pierre Verger and Denis Winter

     Case Study: What does dose mean?

Occupational Health and Safety Measures in Agricultural Areas Contaminated by Radionuclides: The Chernobyl Experience
Yuri Kundiev, Leonard Dobrovolsky and V.I. Chernyuk

Case Study: The Kader Toy Factory Fire
Casey Cavanaugh Grant

Impacts of Disasters: Lessons from a Medical Perspective
José Luis Zeballos
 

 

 

 

Tables

 

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1. Definitions of disaster types
2. 25-yr average # victims by type & region-natural trigger
3. 25-yr average # victims by type & region-non-natural trigger
4. 25-yr average # victims by type-natural trigger (1969-1993)
5. 25-yr average # victims by type-non-natural trigger (1969-1993)
6. Natural trigger from 1969 to 1993: Events over 25 years
7. Non-natural trigger from 1969 to 1993: Events over 25 years
8. Natural trigger: Number by global region & type in 1994
9. Non-natural trigger: Number by global region & type in 1994
10. Examples of industrial explosions
11. Examples of major fires
12. Examples of major toxic releases
13. Role of major hazard installations management in hazard control
14. Working methods for hazard assessment
15. EC Directive criteria for major hazard installations
16. Priority chemicals used in identifying major hazard installations
17. Weather-related occupational risks
18. Typical radionuclides, with their radioactive half-lives
19. Comparison of different nuclear accidents
20. Contamination in Ukraine, Byelorussia & Russia after Chernobyl
21. Contamination strontium-90 after the Khyshtym accident (Urals 1957)
22. Radioactive sources that involved the general public
23. Main accidents involving industrial irradiators
24. Oak Ridge (US) radiation accident registry (worldwide, 1944-88)
25. Pattern of occupational exposure to ionizing radiation worldwide
26. Deterministic effects: thresholds for selected organs
27. Patients with acute irradiation syndrome (AIS) after Chernobyl
28. Epidemiological cancer studies of high dose external irradiation
29. Thyroid cancers in children in Belarus, Ukraine & Russia, 1981-94
30. International scale of nuclear incidents
31. Generic protective measures for general population
32. Criteria for contamination zones
33. Major disasters in Latin America & the Caribbean, 1970-93
34. Losses due to six natural disasters
35. Hospitals & hospital beds damaged/ destroyed by 3 major disasters
36. Victims in 2 hospitals collapsed by the 1985 earthquake in Mexico
37. Hospital beds lost resulting from the March 1985 Chilean earthquake
38. Risk factors for earthquake damage to hospital infrastructure

 

Figures

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40. Electricity

40. Electricity (3)

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40. Electricity

Chapter Editor:  Dominique Folliot

 


 

Table of Contents 

Figures and Tables

Electricity—Physiological Effects
Dominique Folliot

Static Electricity
Claude Menguy

Prevention And Standards
Renzo Comini

Tables

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1. Estimates of the rate of electrocution-1988
2. Basic relationships in electrostatics-Collection of equations
3. Electron affinities of selected polymers
4. Typical lower flammability limits
5. Specific charge associated with selected industrial operations
6. Examples of equipment sensitive to electrostatic discharges

Figures

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ELE030F1ELE030F2ELE040F1

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41. Fire

41. Fire (6)

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41. Fire

Chapter Editor:  Casey C. Grant


 

Table of Contents 

Figures and Tables

Basic Concepts
Dougal Drysdale

Sources of Fire Hazards
Tamás Bánky

Fire Prevention Measures
Peter F. Johnson

Passive Fire Protection Measures
Yngve Anderberg

Active Fire Protection Measures
Gary Taylor

Organizing for Fire Protection
S. Dheri

Tables

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1. Lower & upper flammability limits in air
2. Flashpoints & firepoints of liquid & solid fuels
3. Ignition sources
4. Comparison of concentrations of different gases required for inerting

Figures

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FIR010F1FIR010F2FIR020F1FIR040F1FIR040F2FIR040F3FIR050F4FIR050F1FIR050F2FIR050F3FIR060F3

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42. Heat and Cold

42. Heat and Cold (12)

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42. Heat and Cold

Chapter Editor:  Jean-Jacques Vogt


 

Table of Contents 

Figures and Tables

Physiological Responses to the Thermal Environment
W. Larry Kenney

Effects of Heat Stress and Work in the Heat
Bodil Nielsen

Heat Disorders
Tokuo Ogawa

Prevention of Heat Stress
Sarah A. Nunneley

The Physical Basis of Work in Heat
Jacques Malchaire

Assessment of Heat Stress and Heat Stress Indices
Kenneth C. Parsons

     Case Study: Heat Indices: Formulae and Definitions

Heat Exchange through Clothing
Wouter A. Lotens

     Formulae and Definitions

Cold Environments and Cold Work
Ingvar Holmér, Per-Ola Granberg and Goran Dahlstrom

Prevention of Cold Stress in Extreme Outdoor Conditions
Jacques Bittel and Gustave Savourey

Cold Indices and Standards
Ingvar Holmér

Tables

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1. Electrolyte concentration in blood plasma & sweat
2. Heat Stress Index & Allowable Exposure Times: calculations
3. Interpretation of Heat Stress Index values
4. Reference values for criteria of thermal stress & strain
5. Model using heart rate to assess heat stress
6. WBGT reference values
7. Working practices for hot environments
8. Calculation of the SWreq index & assessment method: equations
9. Description of terms used in ISO 7933 (1989b)
10. WBGT values for four work phases
11. Basic data for the analytical assessment using ISO 7933
12. Analytical assessment using ISO 7933
13. Air temperatures of various cold occupational environments
14. Duration of uncompensated cold stress & associated reactions
15. Indication of anticipated effects of mild & severe cold exposure
16. Body tissue temperature & human physical performance
17. Human responses to cooling: Indicative reactions to hypothermia
18. Health recommendations for personnel exposed to cold stress
19. Conditioning programmes for workers exposed to cold
20. Prevention & alleviation of cold stress: strategies
21. Strategies & measures related to specific factors & equipment
22. General adaptational mechanisms to cold
23. Number of days when water temperature is below 15 ºC
24. Air temperatures of various cold occupational environments
25. Schematic classification of cold work
26. Classification of levels of metabolic rate
27. Examples of basic insulation values of clothing
28. Classification of thermal resistance to cooling of handwear
29. Classification of contact thermal resistance of handwear
30. Wind Chill Index, temperature & freezing time of exposed flesh
31. Cooling power of wind on exposed flesh

Figures

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HEA030F1HEA050F1HEA010F1HEA080F1HEA080F2HEA080F3HEA020F1HEA020F2HEA020F3HEA020F4HEA020F5HEA020F6HEA020F7HEA090F1HEA090F2HEA090F3HEA090T4HEA090F4HEA090T8HEA090F5HEA110F1HEA110F2HEA110F3HEA110F4HEA110F5HEA110F6


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43. Hours of Work

43. Hours of Work (1)

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43. Hours of Work

Chapter Editor:  Peter Knauth


 

Table of Contents 

Hours of Work
Peter Knauth

Tables

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1. Time intervals from beginning shiftwork until three illnesses
2. Shiftwork & incidence of cardiovascular disorders

Figures

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HOU010F1HOU010T3HOU010F2HOU10F2BHOU010F3HOU010F4HOU010F5HOU010F6HOU010F7

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44. Indoor Air Quality

44. Indoor Air Quality (8)

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44. Indoor Air Quality

Chapter Editor:  Xavier Guardino Solá


 

Table of Contents 

Figures and Tables

Indoor Air Quality: Introduction
Xavier Guardino Solá

Nature and Sources of Indoor Chemical Contaminants
Derrick Crump

Radon
María José Berenguer

Tobacco Smoke
Dietrich Hoffmann and Ernst L. Wynder

Smoking Regulations
Xavier Guardino Solá

Measuring and Assessing Chemical Pollutants
M. Gracia Rosell Farrás

Biological Contamination
Brian Flannigan

Regulations, Recommendations, Guidelines and Standards
María José Berenguer

Tables

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1. Classification of indoor organic pollutants
2. Formaldehyde emission from a variety of materials
3. Ttl. volatile organic comp’ds concs, wall/floor coverings
4. Consumer prods & other sources of volatile organic comp’ds
5. Major types & concentrations in the urban United Kingdom
6. Field measurements of nitrogen oxides & carbon monoxide
7. Toxic & tumorigenic agents in cigarette sidestream smoke
8. Toxic & tumorigenic agents from tobacco smoke
9. Urinary cotinine in non-smokers
10. Methodology for taking samples
11. Detection methods for gases in indoor air
12. Methods used for the analysis of chemical pollutants
13. Lower detection limits for some gases
14. Types of fungus which can cause rhinitis and/or asthma
15. Micro-organisms and extrinsic allergic alveolitis
16. Micro-organisms in nonindustrial indoor air & dust
17. Standards of air quality established by the US EPA
18. WHO guidelines for non-cancer and non-odour annoyance
19. WHO guideline values based on sensory effects or annoyance
20. Reference values for radon of three organizations

Figures

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AIR010T1AIR010F1AIR030T7AIR035F1AIR050T1


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47. Noise

47. Noise (5)

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47. Noise

Chapter Editor:  Alice H. Suter


 

Table of Contents 

Figures and Tables

The Nature and Effects of Noise
Alice H. Suter

Noise Measurement and Exposure Evaluation
Eduard I. Denisov and German A. Suvorov

Engineering Noise Control
Dennis P. Driscoll

Hearing Conservation Programmes
Larry H. Royster and Julia Doswell Royster

Standards and Regulations
Alice H. Suter

Tables

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1. Permissible exposure limits (PEL)for noise exposure, by nation

Figures

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NOI010T1NOI050F6NOI050F7NOI060F1NOI060F2NOI060F3NOI060F4NOI070F1NOI070T1

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48. Radiation: Ionizing

48. Radiation: Ionizing (6)

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48. Radiation: Ionizing

Chapter Editor:  Robert N. Cherry, Jr.


 

Table of Contents

Introduction
Robert N. Cherry, Jr.

Radiation Biology and Biological Effects
Arthur C. Upton

Sources of Ionizing Radiation
Robert N. Cherry, Jr.

Workplace Design for Radiation Safety
Gordon M. Lodde

Radiation Safety
Robert N. Cherry, Jr.

Planning for and Management of Radiation Accidents
Sydney W. Porter, Jr.

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Thursday, 24 March 2011 18:34

Passive Fire Protection Measures

Confining Fires by Compartmentation

Building and site planning

Fire safety engineering work should begin early in the design phase because the fire safety requirements influence the layout and design of the building considerably. In this way, the designer can incorporate fire safety features into the building much better and more economically. The overall approach includes consideration of both interior building functions and layout, as well as exterior site planning. Prescriptive code requirements are more and more replaced by functionally based requirements, which means there is an increased demand for experts in this field. From the beginning of the construction project, the building designer therefore should contact fire experts to elucidate the following actions:

  • to describe the fire problem specific to the building
  • to describe different alternatives to obtain the required fire safety level
  • to analyse system choice regarding technical solutions and economy
  • to create presumptions for technical optimized system choices.

 

The architect must utilize a given site in designing the building and adapt the functional and engineering considerations to the particular site conditions that are present. In a similar manner, the architect should consider site features in arriving at decisions on fire protection. A particular set of site characteristics may significantly influence the type of active and passive protection suggested by the fire consultant. Design features should consider the local fire-fighting resources that are available and the time to reach the building. The fire service cannot and should not be expected to provide complete protection for building occupants and property; it must be assisted by both active and passive building fire defences, to provide reasonable safety from the effects of fire. Briefly, the operations may be broadly grouped as rescue, fire control and property conservation. The first priority of any fire-fighting operation is to ensure that all occupants are out of the building before critical conditions occur.

Structural design based on classification or calculation

A well-established means of codifying fire protection and fire safety requirements for buildings is to classify them by types of construction, based upon the materials used for the structural elements and the degree of fire resistance afforded by each element. Classification can be based on furnace tests in accordance with ISO 834 (fire exposure is characterized by the standard temperature-time curve), combination of test and calculation or by calculation. These procedures will identify the standard fire resistance (the ability to fulfil required functions during 30, 60, 90 minutes, etc.) of a structural load-bearing and/or separating member. Classification (especially when based on tests) is a simplified and conservative method and is more and more replaced by functionally based calculation methods taking into account the effect of fully developed natural fires. However, fire tests will always be required, but they can be designed in a more optimal way and be combined with computer simulations. In that procedure, the number of tests can be reduced considerably. Usually, in the fire test procedures, load-bearing structural elements are loaded to 100% of the design load, but in real life the load utilization factor is most often less than that. Acceptance criteria are specific for the construction or element tested. Standard fire resistance is the measured time the member can withstand the fire without failure.

Optimum fire engineering design, balanced against anticipated fire severity, is the objective of structural and fire protection requirements in modern performance-based codes. These have opened the way for fire engineering design by calculation with prediction of the temperature and structural effect due to a complete fire process (heating and subsequent cooling is considered) in a compartment. Calculations based on natural fires mean that the structural elements (important for the stability of the building) and the whole structure are not allowed to collapse during the entire fire process, including cool down.

Comprehensive research has been performed during the past 30 years. Various computer models have been developed. These models utilize basic research on mechanical and thermal properties of materials at elevated temperatures. Some computer models are validated against a vast number of experimental data, and a good prediction of structural behaviour in fire is obtained.

Compartmentation

A fire compartment is a space within a building extending over one or several floors which is enclosed by separating members such that the fire spread beyond the compartment is prevented during the relevant fire exposure. Compartmentation is important in preventing the fire to spread into too large spaces or into the whole building. People and property outside the fire compartment can be protected by the fact that the fire is extinguished or burns out by itself or by the delaying effect of the separating members on the spread of fire and smoke until the occupants are rescued to a place of safety.

The fire resistance required by a compartment depends upon its intended purpose and on the expected fire. Either the separating members enclosing the compartment shall resist the maximum expected fire or contain the fire until occupants are evacuated. The load-bearing elements in the compartment must always resist the complete fire process or be classified to a certain resistance measured in terms of periods of time, which is equal or longer than the requirement of the separating members.

Structural integrity during a fire

The requirement for maintaining structural integrity during a fire is the avoidance of structural collapse and the ability of the separating members to prevent ignition and flame spread into adjacent spaces. There are different approaches to provide the design for fire resistance. They are classifications based on standard fire-resistance test as in ISO 834, combination of test and calculation or solely calculation and the performance-based procedure computer prediction based on real fire exposure.

Interior finish

Interior finish is the material that forms the exposed interior surface of walls, ceilings and floor. There are many types of interior finish materials such as plaster, gypsum, wood and plastics. They serve several functions. Some functions of the interior material are acoustical and insulational, as well as protective against wear and abrasion.

Interior finish is related to fire in four different ways. It can affect the rate of fire build-up to flashover conditions, contribute to fire extension by flame spread, increase the heat release by adding fuel and produce smoke and toxic gases. Materials that exhibit high rates of flame spread, contribute fuel to a fire or produce hazardous quantities of smoke and toxic gases would be undesirable.

Smoke movement

In building fires, smoke often moves to locations remote from the fire space. Stairwells and elevator shafts can become smoke-logged, thereby blocking evacuation and inhibiting fire-fighting. Today, smoke is recognized as the major killer in fire situations (see figure 1).

Figure 1. The production of smoke from a fire.

FIR040F1

The driving forces of smoke movement include naturally occurring stack effect, buoyancy of combustion gases, the wind effect, fan-powered ventilation systems and the elevator piston effect.

When it is cold outside, there is an upward movement of air within building shafts. Air in the building has a buoyant force because it is warmer and therefore less dense than outside air. The buoyant force causes air to rise within building shafts. This phenomenon is known as the stack effect. The pressure difference from the shaft to the outside, which causes smoke movement, is illustrated below:

where

= the pressure difference from the shaft to the outside

g = acceleration of gravity

= absolute atmospheric pressure

R = gas constant of air

= absolute temperature of outside air

= absolute temperature of air inside the shaft

z = elevation

High-temperature smoke from a fire has a buoyancy force due to its reduced density. The equation for buoyancy of combustion gases is similar to the equation for the stack effect.

In addition to buoyancy, the energy released by a fire can cause smoke movement due to expansion. Air will flow into the fire compartment, and hot smoke will be distributed in the compartment. Neglecting the added mass of the fuel, the ratio of volumetric flows can simply be expressed as a ratio of absolute temperature.

Wind has a pronounced effect on smoke movement. The elevator piston effect should not be neglected. When an elevator car moves in a shaft, transient pressures are produced.

Heating, ventilating and air conditioning (HVAC) systems transport smoke during building fires. When a fire starts in an unoccupied portion of a building, the HVAC system can transport smoke to another occupied space. The HVAC system should be designed so that either the fans are shut down or the system transfers into a special smoke control mode operation.

Smoke movement can be managed by use of one or more of the following mechanisms: compartmentation, dilution, air flow, pressurization or buoyancy.

Evacuation of Occupants

Egress design

Egress design should be based upon an evaluation of a building’s total fire protection system (see figure 2).

Figure 2. Principles of exit safety.

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People evacuating from a burning building are influenced by a number of impressions during their escape. The occupants have to make several decisions during the escape in order to make the right choices in each situation. These reactions can differ widely, depending upon the physical and mental capabilities and conditions of building occupants.

The building will also influence the decisions made by the occupants by its escape routes, guidance signs and other installed safety systems. The spread of fire and smoke will have the strongest impact on how the occupants make their decisions. The smoke will limit the visibility in the building and create a non-tenable environment to the evacuating persons. Radiation from fire and flames creates large spaces that cannot be used for evacuation, which increases the risk.

In designing means of egress one first needs a familiarity with the reaction of people in fire emergencies. Patterns of movement of people must be understood.

The three stages of evacuation time are notification time, reaction time and time to evacuate. The notification time is related to whether there is a fire alarm system in the building or if the occupant is able to understand the situation or how the building is divided into compartments. The reaction time depends on the occupant’s ability to make decisions, the properties of the fire (such as the amount of heat and smoke) and how the building’s egress system is planned. Finally, the time to evacuate depends on where in the building crowds are formed and how people move in various situations.

In specific buildings with mobile occupants, for example, studies have shown certain reproducible flow characteristics from persons exiting the buildings. These predictable flow characteristics have fostered computer simulations and modelling to aid the egress design process.

The evacuation travel distances are related to the fire hazard of the contents. The higher the hazard, the shorter the travel distance to an exit.

A safe exit from a building requires a safe path of escape from the fire environment. Hence, there must be a number of properly designed means of egress of adequate capacity. There should be at least one alternative means of egress considering that fire, smoke and the characteristics of occupants and so on may prevent use of one means of egress. The means of egress must be protected against fire, heat and smoke during the egress time. Thus, it is necessary to have building codes that consider the passive protection, according to evacuation and of course to fire protection. A building must manage the critical situations, which are given in the codes concerning evacuation. For example, in the Swedish Building Codes, the smoke layer must not reach below

1.6 + 0.1H (H is the total compartment height), maximum radiation 10 kW/m2 of short duration, and the temperature in the breathing air must not exceed 80 °C.

An effective evacuation can take place if a fire is discovered early and the occupants are alerted promptly with a detection and alarm system. A proper mark of the means of egress surely facilitates the evacuation. There is also a need for organization and drill of evacuation procedures.

Human behaviour during fires

How one reacts during a fire is related to the role assumed, previous experience, education and personality; the perceived threat of the fire situation; the physical characteristics and means of egress available within the structure; and the actions of others who are sharing the experience. Detailed interviews and studies over 30 years have established that instances of non-adaptive, or panic, behaviour are rare events that occur under specific conditions. Most behaviour in fires is determined by information analysis, resulting in cooperative and altruistic actions.

Human behaviour is found to pass through a number of identified stages, with the possibility of various routes from one stage to the next. In summary, the fire is seen as having three general stages:

  1. The individual receives initial cues and investigates or misinterprets these initial cues.
  2. Once the fire is apparent, the individual will try to obtain further information, contact others or leave.
  3. The individual will thereafter deal with the fire, interact with others or escape.

 

Pre-fire activity is an important factor. If a person is engaged in a well-known activity, for example eating a meal in a restaurant, the implications for subsequent behaviour are considerable.

Cue reception may be a function of pre-fire activity. There is a tendency for gender differences, with females more likely to be recipient of noises and odours, though the effect is only slight. There are role differences in initial responses to the cue. In domestic fires, if the female receives the cue and investigates, the male, when told, is likely to “have a look” and delay further actions. In larger establishments, the cue may be an alarm warning. Information may come from others and has been found to be inadequate for effective behaviour.

Individuals may or may not have realized that there is a fire. An understanding of their behaviour must take account of whether they have defined their situation correctly.

When the fire has been defined, the “prepare” stage occurs. The particular type of occupancy is likely to have a great influence on exactly how this stage develops. The “prepare” stage includes in chronological order “instruct”, “explore” and “withdraw”.

The “act” stage, which is the final stage, depends upon role, occupancy, and earlier behaviour and experience. It may be possible for early evacuation or effective fire-fighting to occur.

Building transportation systems

Building transportation systems must be considered during the design stage and should be integrated with the whole building’s fire protection system. The hazards associated with these systems must be included in any pre-fire planning and fire protection survey.

Building transportation systems, such as elevators and escalators, make high-rise buildings feasible. Elevator shafts can contribute to the spread of smoke and fire. On the other hand, an elevator is a necessary tool for fire-fighting operations in high-rise buildings.

Transportation systems may contribute to dangerous and complicated fire safety problems because an enclosed elevator shaft acts as a chimney or flue because of the stack effect of hot smoke and gases from fire. This generally results in the movement of smoke and combustion products from lower to upper levels of the building.

High-rise buildings present new and different problems to fire-suppression forces, including the use of elevators during emergencies. Elevators are unsafe in a fire for several reasons:

  1. Persons may push a corridor button and have to wait for an elevator that may never respond, losing valuable escape time.
  2. Elevators do not prioritize car and corridor calls, and one of the calls may be at the fire floor.
  3. Elevators cannot start until the lift and shaft doors are closed, and panic could lead to overcrowding of an elevator and the blockage of the doors, which would thus prevent closing.
  4. The power can fail during a fire at any time, thus leading to entrapment. (See figure 3)

 

Figure 3. An example of a pictographic warning message for elevator use.

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Fire drills and occupant training

A proper mark of the means of egress facilitates the evacuation, but it does not ensure life safety during fire. Exit drills are necessary to make an orderly escape. They are specially required in schools, board and care facilities and industries with high hazard. Employee drills are required, for example, in hotel and large business occupancies. Exit drills should be conducted to avoid confusion and ensure the evacuation of all occupants.

All employees should be assigned to check for availability, to count occupants when they are outside the fire area, to search for stragglers and to control re-entry. They should also recognize the evacuation signal and know the exit route they are to follow. Primary and alternative routes should be established, and all employees should be trained to use either route. After each exit drill, a meeting of responsible managers should be held to evaluate the success of the drill and to solve any kind of problem that could have occurred.

 

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Thursday, 24 March 2011 22:53

Active Fire Protection Measures

Life Safety and Property Protection

As the primary importance of any fire protection measure is to provide an acceptable degree of life safety to inhabitants of a structure, in most countries legal requirements applying to fire protection are based on life safety concerns. Property protection features are intended to limit physical damage. In many cases these objectives are complementary. Where concern exists with the loss of property, its function or contents, an owner may choose to implement measures beyond the required minimum necessary to address life safety concerns.

Fire Detection and Alarm Systems

A fire detection and alarm system provides a means to detect fire automatically and to warn building occupants of the threat of fire. It is the audible or visual alarm provided by a fire detection system that is the signal to begin the evacuation of the occupants from the premises. This is especially important in large or multi-storey buildings where occupants would be unaware that a fire was underway within the structure and where it would be unlikely or impractical for warning to be provided by another inhabitant.

Basic elements of a fire detection and alarm system

A fire detection and alarm system may include all or some of the following:

  1. a system control unit
  2. a primary or main electrical power supply
  3. a secondary (stand-by) power supply, usually supplied from batteries or an emergency generator
  4. alarm-initiating devices such as automatic fire detectors, manual pull stations and/or sprinkler system flow devices, connected to “initiating circuits” of the system control unit
  5. alarm-indicating devices, such as bells or lights, connected to “indicating circuits” of the system control unit
  6. ancillary controls such as ventilation shut-down functions, connected to output circuits of the system control unit
  7. remote alarm indication to an external response location, such as the fire department
  8. control circuits to activate a fire protection system or smoke control system.

 

Smoke Control Systems

To reduce the threat of smoke from entering exit paths during evacuation from a structure, smoke control systems can be used. Generally, mechanical ventilation systems are employed to supply fresh air to the exit path. This method is most often used to pressurize stairways or atrium buildings. This is a feature intended to enhance life safety.

Portable Fire Extinguishers and Hose Reels

Portable fire extinguishers and water hose reels are often provided for use by building occupants to fight small fires (see figure 1). Building occupants should not be encouraged to use a portable fire extinguisher or hose reel unless they have been trained in their use. In all cases, operators should be very cautious to avoid placing themselves in a position where safe egress is blocked. For any fire, no matter how small, the first action should always be to notify other building occupants of the threat of fire and summon assistance from the professional fire service.

Figure 1. Portable fire extinguishers.

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Water Sprinkler Systems

Water sprinkler systems consist of a water supply, distribution valves and piping connected to automatic sprinkler heads (see figure 2). While current sprinkler systems are primarily intended to control the spread of fire, many systems have accomplished complete extinguishment.

Figure 2. A typical sprinkler installation showing all common water supplies, outdoor hydrants and underground piping.

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A common misconception is that all automatic sprinkler heads open in the event of a fire. In fact, each sprinkler head is designed to open only when sufficient heat is present to indicate a fire. Water then flows only from the sprinkler head(s) that have opened as the result of fire in their immediate vicinity. This design feature provides efficient use of water for fire-fighting and limits water damage.

 

 

Water supply

Water for an automatic sprinkler system must be available in sufficient quantity and at sufficient volume and pressure at all times to ensure reliable operation in the event of fire. Where a municipal water supply cannot meet this requirement, a reservoir or pump arrangement must be provided to provide a secure water supply.

Control valves

Control valves should be maintained in the open position at all times. Often, supervision of the control valves can be accomplished by the automatic fire alarm system by provision of valve tamper switches that will initiate a trouble or supervisory signal at the fire alarm control panel to indicate a closed valve. If this type of monitoring cannot be provided, the valves should be locked in the open position.

Piping

Water flows through a piping network, ordinarily suspended from the ceiling, with the sprinkler heads suspended at intervals along the pipes. Piping used in sprinkler systems should be of a type that can withstand a working pressure of not less than 1,200 kPa. For exposed piping systems, fittings should be of the screwed, flanged, mechanical joint or brazed type.

Sprinkler heads

A sprinkler head consists of an orifice, normally held closed by a temperature-sensitive releasing element, and a spray deflector. The water discharge pattern and spacing requirements for individual sprinkler heads are used by sprinkler designers to ensure complete coverage of the protected risk.

Special Extinguishing Systems

Special extinguishing systems are used in cases where water sprinklers would not provide adequate protection or where the risk of damage from water would be unacceptable. In many cases where water damage is of concern, special extinguishing systems may be used in conjunction with water sprinkler systems, with the special extinguishing system designed to react at an early stage of fire development.

Water and water-additive special extinguishing systems

Water spray systems

Water spray systems increase the effectiveness of water by producing smaller water droplets, and thus a greater surface area of water is exposed to the fire, with a relative increase in heat absorption capability. This type of system is often chosen as a means of keeping large pressure vessels, such as butane spheres, cool when there is a risk of an exposure fire originating in an adjacent area. The system is similar to a sprinkler system; however, all heads are open, and a separate detection system or manual action is used to open control valves. This allows water to flow through the piping network to all spray devices that serve as outlets from the piping system.

Foam systems

In a foam system, a liquid concentrate is injected into the water supply before the control valve. Foam concentrate and air are mixed, either through the mechanical action of discharge or by aspirating air into the discharge device. The air entrained in the foam solution creates an expanded foam. As expanded foam is less dense than most hydrocarbons, the expanded foam forms a blanket on top of the flammable liquid. This foam blanket reduces fuel vapour propagation. Water, which represents as much as 97% of the foam solution, provides a cooling effect to further reduce vapour propagation and to cool hot objects that could serve as a source of re-ignition.

Gaseous extinguishing systems

Carbon dioxide systems

Carbon dioxide systems consist of a supply of carbon dioxide, stored as liquified compressed gas in pressure vessels (see figures 3 and 4). The carbon dioxide is held in the pressure vessel by means of an automatic valve that is opened upon fire by means of a separate detection system or by manual operation. Once released, the carbon dioxide is delivered to the fire by means of a piping and discharge nozzle arrangement. Carbon dioxide extinguishes fire by displacing the oxygen available to the fire. Carbon dioxide systems can be designed for use in open areas such as printing presses or enclosed volumes such as ship machinery spaces. Carbon dioxide, at fire-extinguishing concentrations, is toxic to people, and special measures must be employed to ensure that persons in the protected area are evacuated before discharge occurs. Pre-discharge alarms and other safety measures must be carefully incorporated into the design of the system to ensure adequate safety for people working in the protected area. Carbon dioxide is considered to be a clean extinguishant because it does not cause collateral damage and is electrically non-conductive.

Figure 3. Diagram of a high-pressure carbon dioxide system for total flooding.

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Figure 4. A total flooding system installed in a room with a raised floor.

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Inert gas systems

Inert gas systems generally use a mixture of nitrogen and argon as an extinguishing medium. In some cases, a small percentage of carbon dioxide is also provided in the gas mixture. The inert gas mixtures extinguish fires by reducing oxygen concentration within a protected volume. They are suitable for use in enclosed spaces only. The unique feature offered by inert gas mixtures is that they reduce the oxygen to a low enough concentration to extinguish many types of fires; however, oxygen levels are not sufficiently lowered to pose an immediate threat to occupants of the protected space. The inert gases are compressed and stored in pressure vessels. System operation is similar to a carbon dioxide system. As the inert gases cannot be liquefied by compression, the number of storage vessels required for protection of a given enclosed protected volume is greater than that for carbon dioxide.

Halon systems

Halons 1301, 1211 and 2402 have been identified as ozone-depleting substances. Production of these extinguishing agents ceased in 1994, as required by the Montreal Protocol, an international agreement to protect the earth’s ozone layer. Halon 1301 was most often used in fixed fire protection systems. Halon 1301 was stored as liquefied, compressed gas in pressure vessels in a similar arrangement to that used for carbon dioxide. The advantage offered by halon 1301 was that storage pressures were lower and that very low concentrations provided effective extinguishing capability. Halon 1301 systems were used successfully for totally enclosed hazards where the extinguishing concentration achieved could be maintained for a sufficient time for extinguishment to occur. For most risks, concentrations used did not pose an immediate threat to occupants. Halon 1301 is still used for several important applications where acceptable alternatives have yet to be developed. Examples include use on-board commercial and military aircraft and for some special cases where inerting concentrations are required to prevent explosions in areas where occupants could be present. The halon in existing halon systems that are no longer required should be made available for use by others with critical applications. This will militate against the need to produce more of these environmentally sensitive extinguishers and help protect the ozone layer.

Halocarbon systems

Halocarbon agents were developed as the result of the environmental concerns associated with halons. These agents differ widely in toxicity, environmental impact, storage weight and volume requirements, cost and availability of approved system hardware. They all can be stored as liquefied compressed gases in pressure vessels. System configuration is similar to a carbon dioxide system.

Design, Installation and Maintenance of Active Fire Protection Systems

Only those skilled in this work are competent to design, install and maintain this equipment. It may be necessary for many of those charged with purchasing, installing, inspecting, testing, approving and maintaining this equipment to consult with an experienced and competent fire protection specialist to discharge their duties effectively.

Further Information

This section of the Encyclopaedia presents a very brief and limited overview of the available choice of active fire protection systems. Readers may often obtain more information by contacting a national fire protection association, their insurer or the fire prevention department of their local fire service.

 

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Thursday, 24 March 2011 23:13

Organizing for Fire Protection

Private Emergency Organization

Profit is the main objective of any industry. To achieve this objective, an efficient and alert management and continuity of production are essential. Any interruption in production, for any reason, will adversely affect profits. If the interruption is the result of a fire or explosion, it may be long and may cripple the industry.

Very often, a plea is taken that the property is insured and loss due to fire, if any, will be indemnified by the insurance company. It must be appreciated that insurance is only a device to spread the effect of the destruction brought by fire or explosion on as many people as possible. It cannot make good the national loss. Besides, insurance is no guarantee of continuity of production and elimination or minimization of consequential losses.

What is indicated, therefore, is that the management must gather complete information on the fire and explosion hazard, evaluate the loss potential and implement suitable measures to control the hazard, with a view to eliminating or minimizing the incidence of fire and explosion. This involves the setting up of a private emergency organization.

Emergency Planning

Such an organization must, as far as possible, be considered from the planning stage itself, and implemented progressively from the time of selection of site until production has started, and then continued thereafter.

Success of any emergency organization depends to a large extent on the overall participation of all workers and various echelons of the management. This fact must be borne in mind while planning the emergency organization.

The various aspects of emergency planning are mentioned below. For more details, a reference may be made to the US National Fire Protection Association (NFPA) Fire Protection Handbook or any other standard work on the subject (Cote 1991).

Stage 1

Initiate the emergency plan by doing the following:

  1. Identify and evaluate fire and explosion hazards associated with the transportation, handling and storage of each raw material, intermediate and finished products and each industrial process, as well as work out detailed preventive measures to counteract the hazards with a view to eliminating or minimizing them.
  2. Work out the requirements of fire protection installations and equipment, and determine the stages at which each is to be provided.
  3. Prepare specifications for the fire protection installation and equipment.

 

Stage 2

Determine the following:

  1. availability of adequate water supply for fire protection in addition to the requirements for processing and domestic use
  2. susceptibility of site and natural hazards, such as floods, earthquakes, heavy rains, etc.
  3. environments, i.e., the nature and extent of surrounding property and the exposure hazard involved in the event of a fire or explosion
  4. existence of private (works) or public fire brigade(s), the distance at which such fire brigade(s) is (are) located and the suitability of the appliances available with them for the risk to be protected and whether they can be called upon to assist in an emergency
  5. response from the assisting fire brigade(s) with particular reference to impediments, such as railway crossings, ferries, inadequate strength and (or) width of bridges in relation to the fire appliances, difficult traffic, etc.
  6. socio-political environment , i.e., incidence of crime, and political activities leading to law-and-order problems.

 

Stage 3

Prepare the layout and building plans, and the specifications of construction material. Carry out the following tasks:

  1. Limit the floor area of each shop, workplace, etc. by providing fire walls, fire doors, etc.
  2. Specify the use of fire-resistant materials for construction of building or structure.
  3. Ensure that steel columns and other structural members are not exposed.
  4. Ensure adequate separation between building, structures and plant.
  5. Plan installation of fire hydrants, sprinklers, etc. where necessary.
  6. Ensure the provision of adequate access roads in the layout plan to enable fire appliances to reach all parts of the premises and all sources of water for fire-fighting.

 

Stage 4

During construction, do the following:

  1. Acquaint the contractor and his or her employees with the fire risk management policies, and enforce compliance.
  2. Thoroughly test all fire protection installations and equipment before acceptance.

 

Stage 5

If the size of the industry, its hazards or its out-of-the-way location is such that a full-time fire brigade must be available on the premises, then organize, equip and train the required full-time personnel. Also appoint a full-time fire officer.

Stage 6

To ensure full participation of all employees, do the following:

  1. Train all personnel in the observance of precautionary measures in their day-to-day work and the action required of them upon an outbreak of fire or explosion. The training must include operation of fire-fighting equipment.
  2. Ensure strict observance of fire precautions by all concerned personnel through periodic reviews.
  3. Ensure regular inspection and maintenance of all fire protection systems and equipment. All defects must be rectified promptly.

 

Managing the emergency

To avoid confusion at the time of an actual emergency, it is essential that everyone in the organization knows the precise part that he (she) and others are expected to play during the emergency. A well-thought-out emergency plan must be prepared and promulgated for this purpose, and all concerned personnel must be made fully familiar with it. The plan must clearly and unambiguously lay down the responsibilities of all concerned and also specify a chain of command. As a minimum, the emergency plan should include the following:

1.      name of the industry

2.      address of the premises, with telephone number and a site plan

3.      purpose and objective of the emergency plan and effective date of its coming in force

4.      area covered, including a site plan

5.      emergency organization, indicating chain of command from the work manager on downwards

6.      fire protection systems, mobile appliances and portable equipment, with details

7.      details of assistance availability

8.      fire alarm and communication facilities

9.      action to be taken in an emergency. Include separately and unambiguously the action to be taken by:

  • the person discovering the fire
  • the private fire brigade on the premises
  • head of the section involved in the emergency
  • heads of other sections not actually involved in theemergency
  • the security organization
  • the fire officer, if any
  • the works manager
  • others

       10.     chain of command at the scene of incident. Consider all possible situations, and indicate clearly who is to assume command in each case, including the circumstances under which another organization is to be called in to assist.

11.      action after a fire. Indicate responsibility for:

  • recommissioning or replenishing of all fire protectionsystems, equipment and water sources
  • investigating the cause of fire or explosion
  • preparation and submission of reports
  • initiating remedial measures to prevent re-occurrence of similar emergency.

 

When a mutual assistance plan is in operation, copies of emergency plan must be supplied to all participating units in return for similar plans of their respective premises.

Evacuation Protocols

A situation necessitating the execution of the emergency plan may develop as a result of either an explosion or a fire.

Explosion may or may not be followed by fire, but in almost all cases, it produces a shattering effect, which may injure or kill personnel present in the vicinity and/or cause physical damage to property, depending upon the circumstances of each case. It may also cause shock and confusion and may necessitate the immediate shut-down of the manufacturing processes or a portion thereof, along with the sudden movement of a large number of people. If the situation is not controlled and guided in an orderly manner immediately, it may lead to panic and further loss of life and property.

Smoke given out by the burning material in a fire may involve other parts of the property and/or trap persons, necessitating an intensive, large-scale rescue operation/evacuation. In certain cases, large-scale evacuation may have to be undertaken when people are likely to get trapped or affected by fire.

In all cases in which large-scale sudden movement of personnel is involved, traffic problems are also created—particularly if public roads, streets or areas have to be used for this movement. If such problems are not anticipated and suitable action is not preplanned, traffic bottlenecks result, which hamper and retard fire extinguishment and rescue efforts.

Evacuation of a large number of persons—particularly from high-rise buildings—may also present problems. For successful evacuation, it is not only necessary that adequate and suitable means of escape are available, but also that the evacuation be effected speedily. Special attention should be given to the evacuation needs of disabled individuals.

Detailed evacuation procedures must, therefore, be included in the emergency plan. These must be frequently tested in the conduct of fire and evacuation drills, which may also involve traffic problems. All participating and concerned organizations and agencies must also be involved in these drills, at least periodically. After each exercise, a debriefing session must be held, during which all mistakes are pointed out and explained. Action must also be taken to prevent repetition of the same mistakes in future exercises and actual incidents by removing all difficulties and reviewing the emergency plan as necessary.

Proper records must be maintained of all exercises and evacuation drills.

Emergency Medical Services

Casualties in a fire or explosion must receive immediate medical aid or be moved speedily to a hospital after being given first aid.

It is essential that management provide one or more first-aid post(s) and, where necessary because of the size and hazardous nature of the industry, one or more mobile paramedical appliances. All first-aid posts and paramedical appliances must be staffed at all times by fully trained paramedics.

Depending upon the size of the industry and the number of workers, one or more ambulance(s) must also be provided and staffed on the premises for removal of casualties to hospitals. In addition, arrangement must be  made to ensure that additional ambulance facilities are available at short notice when needed.

Where the size of the industry or workplace so demands, a full-time medical officer should also be made available at all times for any emergency situation.

Prior arrangements must be made with a designated hospital or hospitals at which priority is given to casualties who are removed after a fire or explosion. Such hospitals must be listed in the emergency plan along with their telephone numbers, and the emergency plan must have suitable provisions to ensure that a responsible person shall alert them to receive casualties as soon as an emergency arises.

Facility Restoration

It is important that all fire protection and emergency facilities are restored to a “ready” mode soon after the emergency is over. For this purpose, responsibility must be assigned to a person or section of the industry, and this must be included in the emergency plan. A system of checks to ensure that this is being done must also be introduced.

Public Fire Department Relations

It is not practicable for any management to foresee and provide for all possible contingencies. It is also not economically feasible to do so. In spite of adopting the most up-to-date method of fire risk management, there are always occasions when the fire protection facilities provided on the premises fall short of actual needs. For such occasions, it is desirable to preplan a mutual assistance programme with the public fire department. Good liaison with that department is necessary so that the management knows what assistance that unit can provide during an emergency on its premises. Also, the public fire department must become familiar with the risk and what it could expect during an emergency. Frequent interaction with the public fire department is necessary for this purpose.

Handling of Hazardous Materials

Hazards of the materials used in industry may not be known to fire-fighters during a spill situation, and accidental discharge and improper use or storage of hazardous materials can lead to dangerous situations that can seriously imperil their health or lead to a serious fire or explosion. It is not possible to remember the hazards of all materials. Means of ready identification of hazards have, therefore, been developed whereby the various substances are identified by distinct labels or markings.

Hazardous materials identification

Each country follows its own rules concerning the labelling of hazardous materials for the purpose of storage, handling and transportation, and various departments may be involved. While compliance with local regulations is essential, it is desirable that an internationally recognized system of identification of hazardous materials be evolved for universal application. In the United States, the NFPA has developed a system for this purpose. In this system, distinct labels are conspicuously attached or affixed to containers of hazardous materials. These labels indicate the nature and degree of hazards in respect of health, flammability and the reactive nature of the material. In addition, special possible hazards to fire-fighters can also be indicated on these labels. For an explanation of the degree of hazard, refer to NFPA 704, Standard System for the Identification of the Fire Hazards of Materials (1990a). In this system, the hazards are categorized as health hazards, flammability hazards, and reactivity (instability) hazards.

Health hazards

These include all possibilities of a material causing personal injury from contact with or absorption into the human body. A health hazard may arise out of the inherent properties of the material or from the toxic products of combustion or decomposition of the material. The degree of hazard is assigned on the basis of the greater hazard that may result under fire or other emergency conditions. It indicates to fire-fighters whether they can work safely only with special protective clothing or with suitable respiratory protective equipment or with ordinary clothing.

Degree of health hazard is measured on a scale of 4 to 0, with 4 indicating the most severe hazard and 0 indicating low hazard or no hazard.

Flammability hazards

These indicate the susceptibility of the material to burning. It is recognized that materials behave differently in respect of this property under varying circumstances (e.g., materials that may burn under one set of conditions may not burn if the conditions are altered). The form and inherent properties of the materials influence the degree of hazard, which is assigned on the same basis as for the health hazard.

Reactivity (instability) hazards

Materials capable of releasing energy by itself, (i.e., by self-reaction or polymerization) and substances that can undergo violent eruption or explosive reactions on coming in contact with water, other extinguishing agents or certain other materials are said to possess a reactivity hazard.

The violence of reaction may increase when heat or pressure is applied or when the substance comes in contact with certain other materials to form a fuel-oxidizer combination, or when it comes in contact with incompatible substances, sensitizing contaminants or catalysts.

The degree of reactivity hazard is determined and expressed in terms of the ease, rate and quantity of energy release. Additional information, such as radioactivity hazard or prohibition of water or other extinguishing medium for fire-fighting, can also be given on the same level.

The label warning of a hazardous material is a diagonally placed square with four smaller squares (see figure 1).

Figure 1. The NFPA 704 diamond.

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The top square indicates the health hazard, the one on the left indicates the flammability hazard, the one on the right indicates the reactivity hazard, and the bottom square indicates other special hazards, such as radioactivity or unusual reactivity with water.

To supplement the above mentioned arrangement, a colour code may also be used. The colour is used as background or the numeral indicating the hazard may be in coded colour. The codes are health hazard (blue), flammability hazard (red), reactivity hazard (yellow) and special hazard (white background).

 

 

 

 

Managing hazardous materials response

Depending on the nature of the hazardous material in the industry, it is necessary to provide protective equipment and special fire-extinguishing agents, including the protective equipment required to dispense the special extinguishing agents.

All workers must be trained in the precautions they must take and the procedures they must adopt to deal with each incident in the handling of the various types of hazardous materials. They must also know the meaning of the various identification signs.

All fire-fighters and other workers must be trained in the correct use of any protective clothing, protective respiratory equipment and special fire-fighting techniques. All concerned personnel must be kept alert and prepared to tackle any situation through frequent drills and exercises, of which proper records should be kept.

To deal with serious medical hazards and the effects of these hazards on fire-fighters, a competent medical officer should be available to take immediate precautions when any individual is exposed to unavoidable dangerous contamination. All affected persons must receive immediate medical attention.

Proper arrangements must also be made to set up a decontamination centre on the premises when necessary, and correct decontamination procedures must be laid down and followed.

Waste control

Considerable waste is generated by industry or because of accidents during handling, transportation and storage of goods. Such waste may be flammable, toxic, corrosive, pyrophoric, chemically reactive or radioactive, depending upon the industry in which it is generated or the nature of goods involved. In most cases unless proper care is taken in safe disposal of such waste, it may endanger animal and human life, pollute the environment or cause fire and explosions that may endanger property. A thorough knowledge of the physical and chemical properties of the waste materials and of the merits or limitations of the various methods of their disposal is, therefore, necessary to ensure economy and safety.

Properties of industrial waste are briefly summarized below:

  1. Most industrial waste is hazardous and can have unexpected significance during and after disposal. The nature and behavioural characteristics of all waste must therefore be carefully examined for their short- and long-term impact and the method of disposal determined accordingly.
  2. Mixing of two seemingly innocuous discarded substances may create an unexpected hazard because of their chemical or physical interaction.
  3. Where flammable liquids are involved, their hazards can be assessed by taking into consideration their respective flash points, ignition temperature, flammability limits and the ignition energy required to initiate combustion. In the case of solids, particle size is an additional factor that must be considered.
  4. Most flammable vapours are heavier than air. Such vapours and heavier-than-air flammable gases that may be accidentally released during collection or disposal or during handling and transportation can travel considerable distances with the wind or towards a lower gradient. On coming in contact with a source of ignition, they flash back to source. Major spills of flammable liquids are particularly hazardous in this respect and may require evacuation to save lives.
  5. Pyrophoric materials, such as aluminium alkyls, ignite spontaneously when exposed to air. Special care must therefore be taken in handling, transportation, storage and disposal of such materials, preferably carried out under a nitrogen atmosphere.
  6. Certain materials, such as potassium, sodium and aluminium alkyls, react violently with water or moisture and burn fiercely. Bronze powder generates considerable heat in the presence of moisture.
  7. The presence of potent oxidants with organic materials can cause rapid combustion or even an explosion. Rags and other materials soaked with vegetable oils or terpenes present a risk of spontaneous combustion due to the oxidation of oils and subsequent build-up of heat to the ignition temperature.
  8. Several substances are corrosive and may cause severe damage or burns to skin or other living tissues, or may corrode construction materials, especially metals, thereby weakening the structure in which such materials may have been used.
  9. Some substances are toxic and can poison humans or animals by contact with skin, inhalation or contamination of food or water. Their ability to do so may be short lived or may extend over a long period. Such substances, if disposed of by dumping or burning, can contaminate water sources or come into contact with animals or workers.
  10. Toxic substances that are spilled during industrial processing, transportation (including accidents), handling or storage, and toxic gases that are released into the atmosphere can affect emergency personnel and others, including the public. The hazard is all the more severe if the spilled substance(s) is vaporized at ambient temperature, because the vapours can be carried over long distances due to wind drift or run-off.
  11. Certain substances may emit a strong, pungent or unpleasant odour, either by themselves or when they are burnt in the open. In either case, such substances are a public nuisance, even though they may not be toxic, and they must be disposed of by proper incineration, unless it is possible to collect and recycle them. Just as odorous substances are not necessarily toxic, odourless substances and some substances with a pleasant odour may produce harmful physiological effects.
  12. Certain substances, such as explosives, fireworks, organic peroxides and some other chemicals, are sensitive to heat or shock and may explode with devastating effect if not handled carefully or mixed with other substances. Such substances must, therefore, be carefully segregated and destroyed under proper supervision.
  13. Waste materials that are contaminated with radioactivity can be as hazardous as the radioactive materials themselves. Their disposal requires specialized knowledge. Proper guidance for disposal of such waste may be obtained from a country’s nuclear energy organization.

 

Some of the methods that may be employed to dispose of industrial and emergency waste are biodegradation, burial, incineration, landfill, mulching, open burning, pyrolysis and disposal through a contractor. These are briefly explained below.

Biodegradation

Many chemicals are completely destroyed within six to 24 months when they are mixed with the top 15 cm of soil. This phenomenon is known as biodegradation and is due to the action of soil bacteria. Not all substances, however, behave in this way.

Burial

Waste, particularly chemical waste, is often disposed of by burial. This is a dangerous practice in so far as active chemicals are concerned, because, in time, the buried substance may get exposed or leached by rain into water resources. The exposed substance or the contaminated material can have adverse physiological effects when it comes in contact with water that is drunk by humans or animals. Cases are on record in which water was contaminated 40 years after burial of certain harmful chemicals.

Incineration

This is one of the safest and most satisfactory methods of waste disposal if the waste is burned in a properly designed incinerator under controlled conditions. Care must be taken, however, to ensure that the substances contained in the waste are amenable to safe incineration without posing any operating problem or special hazard. Almost all industrial incinerators require the installation of air pollution control equipment, which must be carefully selected and installed after taking into consideration the composition of the stock effluent given out by the incinerator during the burning of industrial waste.

Care must be taken in the operation of the incinerator to ensure that its operative temperature does not rise excessively either because a large amount of volatiles is fed or because of the nature of the waste burned. Structural failure can occur because of excessive temperature, or, over time, because of corrosion. The scrubber must also be periodically inspected for signs of corrosion which can occur because of contact with acids, and the scrubber system must be maintained regularly to ensure proper functioning.

Landfill

Low-lying land or a depression in land is often used as a dump for waste materials until it becomes level with the surrounding land. The waste is then levelled, covered with earth and rolled hard. The land is then used for buildings or other purposes.

For satisfactory landfill operation, the site must be selected with due regard to the proximity of pipelines, sewer lines, power lines, oil and gas wells, mines and other hazards. The waste must then be mixed with earth and evenly spread out in the depression or a wide trench. Each layer must be mechanically compacted before the next layer is added.

A 50 cm layer of earth is typically laid over the waste and compacted, leaving sufficient vents in the soil for the escape of gas that is produced by biological activity in the waste. Attention must also be paid to proper drainage of the landfill area.

Depending on the various constituents of waste material, it may at times ignite within the landfill. Each such area must, therefore, be properly fenced off and continued surveillance maintained until the chances of ignition appear to be remote. Arrangements must also be made for extinguishing any fire that may break out in the waste within the landfill.

Mulching

Some trials have been made for reusing polymers as mulch (loose material for protecting the roots of plants) by chopping the waste into small shreds or granules. When so used, it degrades very slowly. Its effect on the soil is, therefore, purely physical. This method has, however, not been used widely.

Open burning

Open burning of waste causes pollution of the atmosphere and is hazardous in as much as there is a chance of the fire getting out of control and spreading to the surrounding property or areas. Also, there is a chance of explosion from containers, and there is a possibility of harmful physiological effects of radioactive materials that may be contained in the waste. This method of disposal has been banned in some countries. It is not a desirable method and should be discouraged.

Pyrolysis

Recovery of certain compounds, by distillation of the products given out during pyrolysis (decomposition by heating) of polymers and organic substances, is possible, but not yet widely adopted.

Disposal through contractors

This is probably the most convenient method. It is important that only reliable contractors who are knowledgeable and experienced in the disposal of industrial waste and hazardous materials are selected for the job. Hazardous materials must be carefully segregated and disposed of separately.

Specific classes of materials

Specific examples of the types of hazardous materials that are often found in today’s industry include: (1) combustible and reactive metals, such as magnesium, potassium, lithium, sodium, titanium and zirconium; (2) combustible refuse; (3) drying oils; (4) flammable liquids and waste solvents; (5) oxidizing materials (liquids and solids); and (6) radioactive materials. These materials require special handling and precautions that must be carefully studied. For more details on identification of hazardous materials and hazards of industrial materials, the following publications may be consulted: Fire Protection Handbook (Cote 1991) and Sax’s Dangerous Properties of Industrial Materials (Lewis 1979).

 

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Humans live their entire lives within a very small, fiercely protected range of internal body temperatures. The maximal tolerance limits for living cells range from about 0ºC (ice crystal formation) to about 45ºC (thermal coagulation of intracellular proteins); however, humans can tolerate internal temperatures below 35ºC or above 41ºC for only very brief periods of time. To maintain internal temperature within these limits, people have developed very effective and in some instances specialized physiological responses to acute thermal stresses. These responses—designed to facilitate the conservation, production or elimination of body heat—involve the finely controlled coordination of several body systems.

Human Thermal Balance

By far, the largest source of heat imparted to the body results from metabolic heat production (M). Even at peak mechanical efficiency, 75 to 80% of the energy involved in muscular work is liberated as heat. At rest, a metabolic rate of 300 ml O2 per minute creates a heat load of approximately 100 Watts. During steady-state work at an oxygen consumption of 1 l/min, approximately 350 W of heat are generated—less any energy associated with external work (W). Even at such a mild to moderate work intensity, body core temperature would rise approximately one degree centigrade every 15 min were it not for an efficient means of heat dissipation. In fact, very fit individuals can produce heat in excess of 1,200 W for 1 to 3 hours without heat injury (Gisolfi and Wenger 1984).

Heat can also be gained from the environment via radiation (R) and convection (C) if the globe temperature (a measure of radiant heat) and air (dry-bulb) temperature, respectively, exceed skin temperature. These avenues of heat gain are typically small relative to M, and actually become avenues of heat loss when the skin-to-air thermal gradient is reversed. The final avenue for heat loss—evaporation (E)—is also typically the most important, since the latent heat of vaporization of sweat is high—approximately 680 W-h/l of sweat evaporated. These relations are discussed elsewhere in this chapter.

Under cool to thermoneutral conditions, heat gain is balanced by heat loss, no heat is stored, and body temperature equilibrates; that is:

M–W ± R ± C–E = 0

However, in more severe exposure to heat:

M–W ± R ± C >E

and heat is stored. In particular, heavy work (high energy expenditure which increases M–W), excessively high air temperatures (which increase R+C), high humidity (which limits E) and the wearing of thick or relatively impermeable clothing (which creates a barrier to effective evaporation of sweat) create such a scenario. Finally, if exercise is prolonged or hydration inadequate, E may be outstripped by the limited ability of the body to secrete sweat (1 to 2 l/h for short periods).

Body Temperature and Its Control

For purposes of describing physiological responses to heat and cold, the body is divided into two components—the “core” and the “shell”. Core temperature (Tc) represents internal or deep body temperature, and can be measured orally, rectally or, in laboratory settings, in the oesophagus or on the tympanic membrane (eardrum). The temperature of the shell is represented by mean skin temperature (Tsk). The average temperature of the body (Tb) at any time is a weighted balance between these temperatures, that is

 

Tb = k Tc + (1– k) Tsk

where the weighting factor k varies from about 0.67 to 0.90.

When confronted with challenges to thermal neutrality (heat or cold stresses), the body strives to control Tc through physiological adjustments, and Tc provides the major feedback to the brain to coordinate this control. While the local and mean skin temperature are important for providing sensory input, Tsk varies greatly with ambient temperature, averaging about 33 ºC at thermoneutrality and reaching 36 to 37 ºC under conditions of heavy work in the heat. It can drop considerably during whole-body and local exposure to cold; tactile sensitivity occurs between 15 and 20 ºC, whereas the critical temperature for manual dexterity is between 12 and 16 ºC. The upper and lower pain threshold values for Tsk are approximately 43 ºC and 10 ºC, respectively.

Precise mapping studies have localized the site of greatest thermoregulatory control in an area of the brain known as the pre- optic/anterior hypothalamus (POAH). In this region are nerve cells which respond to both heating (warm-sensitive neurons) and cooling (cold-sensitive neurons). This area dominates control of body temperature by receiving afferent sensory information about body temperature and sending efferent signals to the skin, the muscles and other organs involved in temperature regulation, via the autonomic nervous system. Other areas of the central nervous system (posterior hypothalamus, reticular formation, pons, medulla and spinal cord) form ascending and descending connections with the POAH, and serve a variety of facilitory functions.

The body’s control system is analogous to thermostatic control of temperature in a house with both heating and cooling capabilities. When body temperature rises above some theoretical “set point” temperature, effector responses associated with cooling (sweating, increasing skin blood flow) are turned on. When body temperature falls below the set point, heat gain responses (decreasing skin blood flow, shivering) are initiated. Unlike home heating/cooling systems however, the human thermoregulatory control system does not operate as a simple on-off system, but also has proportional control and rate-of-change control characteristics. It should be appreciated that a “set point temperature” exists in theory only, and thus is useful in visualizing these concepts. Much work is yet to be done toward a full understanding of the mechanisms associated with the thermoregulatory set point.

Whatever its basis, the set point is relatively stable and is unaffected by work or ambient temperature. In fact, the only acute perturbation known to shift the set point is the group of endogenous pyrogens involved in the febrile response. The effector responses employed by the body to maintain thermal balance are initiated and controlled in response to a “load error”, that is, a body temperature which is transiently above or below the set point (figure 1). A core temperature below the set point creates a negative load error, resulting in heat gain (shivering, vasoconstriction of the skin) being initiated. A core temperature above the set point creates a positive load error, leading to heat loss effectors (skin vasodilatation, sweating) being turned on. In each case, the resultant heat transfer decreases the load error and helps return the body temperature to a steady state.

Figure 1.  A model of thermoregulation in the human body.

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Temperature Regulation in the Heat

As mentioned above, humans lose heat to the environment primarily through a combination of dry (radiation and convection) and evaporative means. To facilitate this exchange, two primary effector systems are turned on and regulated—skin vasodilatation and sweating. While skin vasodilatation often results in small increases in dry (radiative and convective) heat loss, it functions primarily to transfer heat from the core to the skin (internal heat transfer), while evaporation of sweat provides an extremely effective means of cooling the blood prior to its return to deep body tissues (external heat transfer).

Skin vasodilatation

The amount of heat transferred from the core to the skin is a function of the skin blood flow (SkBF), the temperature gradient between core and skin, and the specific heat of blood (a little less than 4 kJ/°C per litre of blood). At rest in a thermoneutral environment, the skin gets approximately 200 to 500 ml/min of blood flow, representing only 5 to 10% of the total blood pumped by the heart (cardiac output). Because of the 4ºC gradient between Tc (about 37ºC) and Tsk (about 33ºC under such conditions), the metabolic heat produced by the body to sustain life is constantly convected to the skin for dissipation. By contrast, under conditions of severe hyperthermia such as high-intensity work in hot conditions, the core-to-skin thermal gradient is smaller, and the necessary heat transfer is accomplished by large increases in SkBF. Under maximal heat stress, SkBF can reach 7 to 8 l/min, about one-third of cardiac output (Rowell 1983). This high blood flow is achieved through a poorly understood mechanism unique to humans which has been called the “active vasodilator system”. Active vasodilatation involves sympathetic nerve signals from the hypothalamus to the skin arterioles, but the neurotransmitter has not been determined.

As mentioned above, SkBF is primarily responsive to increases in Tc and, to a lesser extent, Tsk. Tc rises as muscular work is initiated and metabolic heat production begins, and once some threshold Tc is reached, SkBF also begins to increase dramatically. This basic thermoregulatory relationship is also acted upon by non-thermal factors. This second level of control is critical in that it modifies SkBF when overall cardiovascular stability is threatened. The veins in the skin are very compliant, and a significant portion of the circulating volume pools in these vessels. This aids in heat exchange by slowing the capillary circulation to increase transit time; however, this pooling, coupled with fluid losses from sweating, may also decrease the rate of blood return to the heart. Among the non-thermal factors which have been shown to influence SkBF during work are upright posture, dehydration and positive-pressure breathing (respirator use). These act through reflexes which are turned on when cardiac filling pressure is decreased and stretch receptors located in the large veins and right atrium are unloaded, and are therefore most evident during prolonged aerobic work in an upright posture. These reflexes function to maintain arterial pressure and, in the case of work, to maintain adequate blood flow to active muscles. Thus, the level of SkBF at any given point in time represents the aggregate effects of thermoregulatory and non-thermoregulatory reflex responses.

The need to increase blood flow to the skin to aid in temperature regulation greatly impacts on the ability of the cardiovascular system to regulate blood pressure. For this reason, a coordinated response of the entire cardiovascular system to heat stress is necessary. What cardiovascular adjustments occur that allow for this increase in cutaneous flow and volume? During work in cool or thermoneutral conditions, the needed increase in cardiac output is well supported by increasing heart rate (HR), since further increases in stroke volume (SV) are minimal beyond exercise intensities of 40% of maximum. In the heat, HR is higher at any given work intensity as compensation for the reduced central blood volume (CBV) and SV. At higher levels of work, maximal heart rate is reached, and this tachycardia is therefore incapable of sustaining the necessary cardiac output. The second way in which the body supplies a high SkBF is by distributing blood flow away from such areas as the liver, kidneys and intestines (Rowell 1983). This redirection of flow can provide an additional 800 to 1,000 ml of blood flow to the skin, and helps offset the detrimental effects of peripheral pooling of blood.

Sweating

Thermoregulatory sweat in humans is secreted from 2 to 4 million eccrine sweat glands scattered non-uniformly over the body surface. Unlike apocrine sweat glands, which tend to be clustered (on the face and hands and in the axial and genital regions) and which secrete sweat into hair follicles, eccrine glands secrete sweat directly onto the skin surface. This sweat is odourless, colourless and relatively dilute, since it is an ultrafiltrate of plasma. Thus it has a high latent heat of vaporization and is ideally suited for its cooling purpose.

As an example of the effectiveness of this cooling system, a man working at an oxygen cost of 2.3 l/min produces a net metabolic heat (M–W) of about 640 W. Without sweating, body temperature would increase at a rate of about 1°C every 6 to 7 min. With efficient evaporation of about 16 g of sweat per minute (a reasonable rate), the rate of heat loss can match the rate of heat production, and body core temperature can be maintained at a steady state; that is,

M–W±R±C–E = 0

Eccrine glands are simple in structure, consisting of a coiled secretory portion, a duct and a skin pore. The volume of sweat produced by each gland is dependent upon both the structure and the function of the gland, and total sweating rate in turn depends on both the recruitment of glands (active sweat gland density) and sweat gland output. The fact that some people sweat more heavily than others is attributable mainly to differences in sweat gland size (Sato and Sato 1983). Heat acclimation is another major determinant of sweat production. With ageing, lower sweating rates are attributable not to fewer activated eccrine glands, but to a decreased sweat output per gland (Kenney and Fowler 1988). This decline probably relates to a combination of structural and functional alterations which accompany the ageing process.

Like vasomotor signals, nerve impulses to the sweat glands originate in the POAH and descend through the brainstem. The fibres which innervate the glands are sympathetic cholinergic fibres, a rare combination in the human body. While acetylcholine is the primary neurotransmitter, adrenergic transmitters (catecholamines) also stimulate eccrine glands.

In many ways, control of sweating is analogous to control of skin blood flow. Both have similar onset characteristics (threshold) and linear relationships to increasing Tc. The back and chest tend to have earlier onsets of sweating, and the slopes for the relationship of local sweat rate to Tc are steepest for these sites. Like SkBF, sweating is modified by non-thermal factors such as hypohydration and hyperosmolality. Also worth noting is a phenomenon called “hidromeiosis”, which occurs in very humid environments or on skin areas constantly covered with wet clothing. Such areas of skin, due to their continuously wet state, decrease sweat output. This serves as a protective mechanism against continued dehydration, since sweat which stays on the skin rather than evaporating serves no cooling function.

If sweating rate is adequate, evaporative cooling is determined ultimately by the water vapour pressure gradient between the wet skin and the air surrounding it. Thus, high humidity and heavy or impermeable clothing limit evaporative cooling, while dry air, air movement about the body and minimal, porous clothing facilitate evaporation. On the other hand, if work is heavy and sweating profuse, evaporative cooling can likewise be limited by the body’s ability to produce sweat (maximally about 1 to 2 l/h).

Temperature Regulation in the Cold

One important difference in the way humans respond to cold compared to heat is that behaviour plays a much greater role in thermoregulatory response to cold. For example, wearing appropriate clothing and assuming postures which minimize surface area available for heat loss (“huddling”) are far more important in cold ambient conditions than in the heat. A second difference is the greater role played by hormones during cold stress, including the increased secretion of catecholamines (norepinephrine and epinephrine) and thyroid hormones.

Skin vasoconstriction

An effective strategy against heat loss from the body through radiation and convection is to increase the effective insulation provided by the shell. In humans this is accomplished by decreasing blood flow to the skin—that is, by skin vasoconstriction. Constriction of the cutaneous vessels is more pronounced in the extremities than on the trunk. Like active vasodilatation, skin vasoconstriction is also controlled by the sympathetic nervous system, and is influenced by Tc, Tsk and local temperatures.

The effect of skin cooling on the heart rate and blood pressure response varies with the area of the body which is cooled, and whether the cold is severe enough to cause pain. For example, when the hands are immersed in cold water, HR, systolic blood pressure (SBP) and diastolic blood pressure (DBP) all increase. When the face is cooled, SBP and DBP increase due to the generalized sympathetic response; however, HR goes down due to a parasympathetic reflex (LeBlanc 1975). To further confound the complexity of the overall response to cold, there is a wide range of variability in responses from one person to another. If the cold stress is of sufficient magnitude to decrease body core temperature, HR may either increase (due to sympathetic activation) or decrease (due to the increased central blood volume).

A specific case of interest is termed cold-induced vasodilatation (CIVD). When the hands are placed in cold water, SkBF initially decreases to conserve heat. As tissue temperatures drop, SkBF paradoxically increases, decreases again, and repeats this cyclical pattern. It has been suggested that CIVD is beneficial in preventing tissue damage from freezing, but this is unproven. Mechanistically, the transient dilation probably occurs when the direct effects of the cold are severe enough to decrease nerve transmission, which transiently overrides the effect of the cold on the blood vessel sympathetic receptors (mediating the constrictor effect).

Shivering

As body cooling progresses, the second line of defence is shivering. Shivering is the random involuntary contraction of superficial muscle fibres, which does not limit heat loss but rather increases heat production. Since such contractions do not produce any work, heat is generated. A resting person can increase his or her metabolic heat production about three- to fourfold during intense shivering, and can increase Tc by 0.5ºC. The signals to initiate shivering arise principally from the skin, and, in addition to the POAH region of the brain, the posterior hypothalamus is also involved to a large extent.

Although many individual factors contribute to shivering (and cold tolerance in general), one important factor is body fatness. A man with very little subcutaneous fat (2 to 3 mm thickness) starts shivering after 40 min at 15ºC and 20 min at 10ºC, while a man who has more insulating fat (11 mm) may not shiver at all at 15ºC and after 60 min at 10ºC (LeBlanc 1975).

 

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Wednesday, 16 March 2011 21:33

Effect of Heat Stress and Work in the Heat

When a person is exposed to warm environmental conditions the physiological heat loss mechanisms are activated in order to maintain normal body temperature. Heat fluxes between the body and the environment depend on the temperature difference between:

  1. the surrounding air and objects like walls, windows, the sky, and so on
  2. the surface temperature of the person

 

The surface temperature of the person is regulated by physiological mechanisms, such as variations in the blood flow to the skin, and by evaporation of sweat secreted by the sweat glands. Also, the person can change clothing to vary the heat exchange with the environment. The warmer the environmental conditions, the smaller the difference between surrounding temperatures and skin or clothing surface temperature. This means that the “dry heat exchange” by convection and radiation is reduced in warm compared to cool conditions. At environmental temperatures above the surface temperature, heat is gained from the surroundings. In this case this extra heat together with that liberated by the metabolic processes must be lost through evaporation of sweat for the maintenance of body temperature. Thus evaporation of sweat becomes more and more critical with increasing environmental temperature. Given the importance of sweat evaporation it is not surprising that wind velocity and air humidity (water vapour pressure) are critical environmental factors in hot conditions. If the humidity is high, sweat is still produced but evaporation is reduced. Sweat which cannot evaporate has no cooling effect; it drips off and is wasted from a thermoregulatory point of view.

The human body contains approximately 60% water, about 35 to 40 l in an adult person. About one-third of the water in the body, the extracellular fluid, is distributed between the cells and in the vascular system (the blood plasma). The remaining two-thirds of the body water, the intracellular fluid, is located inside the cells. The composition and the volume of the body water compartments is very precisely controlled by hormonal and neural mechanisms. Sweat is secreted from the millions of sweat glands on the skin surface when the thermoregulatory centre is activated by an increase in body temperature. The sweat contains salt (NaCl, sodium chloride) but to a lesser extent than the extracellular fluid. Thus, both water and salt are lost and must be replaced after sweating.

Effects of Sweat Loss

In neutral, comfortable, environmental conditions, small amounts of water are lost by diffusion through the skin. However, during hard work and in hot conditions, large quantities of sweat can be produced by active sweat glands, up to more than 2 l/h for several hours. Even a sweat loss of only 1% of body weight (» 600 to 700 ml) has a measurable effect on the ability to perform work. This is seen by a rise in heart rate (HR) (HR increases about five beats per minute for each per cent loss of body water) and a rise in body core temperature. If work is continued there is a gradual increase in body temperature, which can rise to a value around 40ºC; at this temperature, heat illness may result. This is partly due to the loss of fluid from the vascular system (figure 1). A loss of water from the blood plasma reduces the amount of blood which fills the central veins and the heart. Each heart beat will therefore pump a smaller stroke volume. As a consequence the cardiac output (the amount of blood which is expelled by the heart per minute) tends to fall, and the heart rate must increase in order to maintain the circulation and the blood pressure.

Figure 1. Calculated distributions of water in the extracellular compartment (ECW) and intracellular compartment (ICW) before and after 2 h of exercise dehydration at 30°C room temperature.

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A physiological control system called the baroreceptor reflex system maintains the cardiac output and blood pressure close to normal under all conditions. The reflexes involve receptors, sensors in the heart and in the arterial system (aorta and carotid arteries), which monitor the degree of stretching of the heart and vessels by the blood which fills them. Impulses from these travel through nerves to the central nervous system, from which adjustments, in case of dehydration, cause a constriction in the blood vessels and a reduction in blood flow to splanchnic organs (liver, gut, kidneys) and to the skin. In this way the available blood flow is redistributed to favour circulation to the working muscles and to the brain (Rowell 1986).

Severe dehydration may lead to heat exhaustion and circulatory collapse; in this case the person cannot maintain the blood pressure, and fainting is the consequence. In heat exhaustion, symptoms are physical exhaustion, often together with headache, dizziness and nausea. The main cause of heat exhaustion is the circulatory strain induced by water loss from the vascular system. The decline in blood volume leads to reflexes which reduce circulation to the intestines and the skin. The reduction in skin blood flow aggravates the situation, since heat loss from the surface decreases, so the core temperature increases further. The subject may faint due to a fall in blood pressure and the resulting low blood flow to the brain. The lying position improves the blood supply to the heart and brain, and after cooling and having some water to drink the person regains his or her well-being almost immediately.

If the processes causing the heat exhaustion “run wild”, it develops into heat stroke. The gradual reduction in skin circulation makes the temperature rise more and more, and this leads to a reduction, even a stop in sweating and an even faster rise in core temperature, which causes circulatory collapse and may result in death, or irreversible damage to the brain. Changes in the blood (such as high osmolality, low pH, hypoxia, cell adherence of the red blood cells, intravascular coagulation) and damage to the nervous system are findings in heat stroke patients. The reduced blood supply to the gut during heat stress can provoke tissue damage, and substances (endotoxins) may be liberated which induce fever in connection with heat stroke (Hales and Richards 1987). Heat stroke is an acute, life-threatening emergency further discussed in the section on “heat disorders”.

Together with water loss, sweating produces a loss of electrolytes, mainly sodium (Na+) and chloride (Cl), but also to a lesser degree magnesium (Mg++), potassium (K+) and so on  (see table 1). The sweat contains less salt than the body fluid compartments. This means that they become more salty after sweat loss. The increased saltiness seems to have a specific effect on the circulation via effects on vascular smooth muscle, which controls the degree to which the vessels are open. However, it is shown by several investigators to interfere with the ability to sweat, in such a way that it takes a higher body temperature to stimulate the sweat glands—the sensitivity of the sweat glands becomes reduced (Nielsen 1984). If the sweat loss is replaced only by water, this may lead to a situation where the body contains less sodium chloride than in the normal state (hypo-osmotic). This will cause cramps due to the malfunction of nerves and muscles, a condition known in earlier days as “miner’s cramps” or “stoker’s cramps”. It can be prevented by addition of salt to the diet (drinking beer was a suggested preventive measure in the UK in the 1920s!).

Table 1. Electrolyte concentration in blood plasma and in sweat

Electrolytes and other
substances

Blood plasma concen-
trations (g per l)

Sweat concentrations
(g per l)

Sodium (Na+)

3.5

0.2–1.5

Potassium (K+)

0.15

0.15

Calcium (Ca++)

0.1

small amounts

Magnesium (Mg++)

0.02

small amounts

Chloride (Cl)

3.5

0.2–1.5

Bicarbonate (HCO3–)

1.5

small amounts

Proteins

70

0

Fats, glucose, small ions

15–20

small amounts

Adapted from Vellar 1969.

The decreased skin circulation and sweat gland activity both affect thermoregulation and heat loss in such a way that core temperature will increase more than in the fully hydrated state.

In many different trades, workers are exposed to external heat stress—for example, workers in steel plants, glass industries, paper mills, bakeries, mining industries. Also chimney sweeps and firefighters are exposed to external heat. People who work in confined spaces in vehicles, ships and aircraft may also suffer from heat. However, it must be noted that persons working in protective suits or doing hard work in waterproof clothes can be victims of heat exhaustion even in moderate and cool environmental temperature conditions. Adverse effects of heat stress occur in conditions where the core temperature is elevated and the sweat loss is high.

Rehydration

The effects of dehydration due to sweat loss may be reversed by drinking enough to replace the sweat. This will usually take place during recovery after work and exercise. However, during prolonged work in hot environments, performance is improved by drinking during activity. The common advice is thus to drink when thirsty.

But, there are some very important problems in this. One is that the urge to drink is not strong enough to replace the simultaneously occurring water loss; and secondly, the time needed to replace a large water deficit is very long, more than 12 hours. Lastly, there is a limit to the rate at which water can pass from the stomach (where it is stored) to the intestine (gut), where the absorption takes place. This rate is lower than observed sweat rates during exercise in hot conditions.

There have been a large number of studies on various beverages to restore body water, electrolytes and carbohydrate stores of athletes during prolonged exercise. The main findings are as follows:

    • The amount of the fluid which can be utilized—that is, transported through the stomach to the intestine—is limited by the “gastric emptying rate”, which has a maximum of about 1,000 ml/h.
    • If the fluid is “hyperosmotic” (contains ions/molecules in higher concentrations than the blood) the rate is slowed down. On the other hand “iso-osmotic fluids” (containing water and ions/molecules to the same concentration, osmolality, as blood) are passed at the same rate as pure water.
    • Addition of small amounts of salt and sugar increases the rate of uptake of water from the gut (Maughan 1991).

         

        With this in mind you can make your own “rehydration fluid” or choose from a large number of commercial products. Normally water and electrolyte balance is regained by drinking in connection with meals. Workers or athletes with large sweat losses should be encouraged to drink more than their urge. Sweat contains about 1 to 3 g of NaCl per litre. This means that sweat losses of above 5 l per day may cause a deficiency in sodium chloride, unless the diet is supplemented.

        Workers and athletes are also counselled to control their water balance by weighing themselves regularly—for example, in the morning (at same time and condition)—and try to maintain a constant weight. However, a change in body weight does not necessarily reflect the degree of hypohydration. Water is chemically bound to glycogen, the carbohydrate store in the muscles, and liberated when glycogen is used during exercise. Weight changes of up to about 1 kg may occur, depending on the glycogen content of the body. The body weight “morning to morning” also shows changes due to “biological variations” in water contents—for example, in women in relation to the menstrual cycle up to 1 to 2 kg of water can be retained during the premenstrual phase (“premenstrual tension”).

        The control of water and electrolytes

        The volume of the body water compartments—that is, the extracellular and intracellular fluid volumes—and their concentrations of electrolytes is held very constant through a regulated balance between intake and loss of fluid and substances.

        Water is gained from the intake of food and fluid, and some is liberated by metabolic processes, including combustion of fat and carbohydrates from food. The loss of water takes place from the lungs during breathing, where the inspired air takes up water in the lungs from moist surfaces in the airways before it is exhaled. Water also diffuses through the skin in small amount in comfortable conditions during rest. However, during sweating water can be lost at rates of more than 1 to 2 l/h for several hours. The body water content is controlled. Increased water loss by sweating is compensated for by drinking and by a reduction in urine formation, while excess water is excreted by increased urine production.

        This control both of intake and output of water is exerted through the autonomic nervous system, and by hormones. Thirst will increase the water intake, and the water loss by the kidneys is regulated; both the volume and electrolyte composition of urine are under control. The sensors in the control mechanism are in the heart, responding to the “fullness” of the vascular system. If the filling of the heart is reduced—for example, after a sweat loss—the receptors will signal this message to the brain centres responsible for the sensation of thirst, and to areas which induce a liberation of anti-diuretic hormone (ADH) from the posterior pituitary. This hormone acts to reduce the urine volume.

        Similarly, physiological mechanisms control the electrolyte composition of the body fluids via processes in the kidneys. The food contains nutrients, minerals, vitamins and electrolytes. In the present context, the intake of sodium chloride is the important issue. The dietary sodium intake varies with eating habits, between 10 and 20 to 30 g per day. This is normally much more than is needed, so the excess is excreted by the kidneys, controlled by the action of multiple hormonal mechanisms (angiotensin, aldosterone, ANF, etc.) which are controlled by stimuli from osmoreceptors in the brain and in the kidneys, responding to the osmolality of primarily Na+ and Cl in the blood and in the fluid in the kidneys, respectively.

        Interindividual and Ethnic Differences

        Differences between male and female as well as younger and older persons in reaction to heat might be expected. They differ in certain characteristics which might influence heat transfer, such as surface area, height/weight ratio, thickness of insulating skin fat layers, and in physical ability to produce work and heat (aerobic capacity » maximal oxygen consumption rate). Available data suggest that heat tolerance is reduced in older persons. They start to sweat later than do young individuals, and older people react with a higher blood flow in their skin during heat exposure.

        Comparing the sexes it has been observed that women tolerate humid heat better than men do. In this environment the evaporation of sweat is reduced, so the slightly greater surface/mass area in women could be to their advantage. However, aerobic capacity is an important factor to be considered when comparing individuals exposed to heat. In laboratory conditions the physiological responses to heat are similar, if groups of subjects with the same physical work capacity (“maximal oxygen uptake”—VO2 max) are tested—for instance, younger and older males, or males versus females (Pandolf et al. 1988). In this case a certain work task (exercise on a bicycle ergometer) will result in the same load on the circulatory system—that is, the same heart rate and the same rise in core temperature—independent of age and sex.

        The same considerations are valid for comparison between ethnic groups. When differences in size and aerobic capacity are taken into account, no significant differences due to race can be pointed out. But in daily life in general, older persons do have, on average, a lower VO2 max than younger persons, and females a lower VO2 max than males in the same age group.

        Therefore, when performing a specific task which consists of a certain absolute work rate (measured, e.g., in Watts), the person with a lower aerobic capacity will have a higher heart rate and body temperature and be less able to cope with the extra strain of external heat, than one with a higher VO2 max.

        For occupational health and safety purposes a number of heat stress indices have been developed. In these the large interindividual variation in response to heat and work are taken into account, as well as the specific hot environments for which the index is constructed. These are treated elsewhere in this chapter.

        Persons exposed repeatedly to heat will tolerate the heat better after even a few days. They become acclimatized. Sweating rate is increased and the resulting increased cooling of the skin leads to a lower core temperature and heart rate during work under the same conditions.

        Therefore, artificial acclimation of personnel who are expected to be exposed to extreme heat (firefighters, rescue personnel, military personnel) will probably be of benefit to reduce the strain.

        Summing up, the more heat a person produces, the more must be dissipated. In a hot environment the evaporation of sweat is the limiting factor for heat loss. Interindividual differences in the capacity for sweating are considerable. While some persons have no sweat glands at all, in most cases, with physical training and repeated exposure to heat, the amount of sweat produced in a standard heat stress test is increased. Heat stress results in an increase in heart rate and core temperature. Maximal heart rate and/or a core temperature of about 40ºC sets the absolute physiological limit for work performance in a hot environment (Nielsen 1994).

         

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        Wednesday, 16 March 2011 21:39

        Heat Disorders

        High environmental temperature, high humidity, strenuous exercise or impaired heat dissipation may cause a variety of heat disorders. They include heat syncope, heat oedema, heat cramps, heat exhaustion and heat stroke as systemic disorders, and skin lesions as local disorders.

        Systemic Disorders

        Heat cramps, heat exhaustion and heat stroke are of clinical importance. The mechanisms underlying the development of these systemic disorders are circulatory insufficiency, water and electrolyte imbalance and/or hyperthermia (high body temperature). The most severe of all is heat stroke, which may lead to death unless promptly and properly treated.

        Two distinct populations are at risk of developing heat disorders, excluding infants. The first and the larger population is the elderly, especially the poor and those with chronic conditions, such as diabetes mellitus, obesity, malnutrition, congestive heart failure, chronic alcoholism, dementia and the need to use medications that interfere with thermoregulation. The second population at risk of suffering heat disorders comprises healthy individuals who attempt prolonged physical exertion or are exposed to excessive heat stress. Factors predisposing active young people to heat disorders, other than congenital and acquired sweat gland dysfunction, include poor physical fitness, lack of acclimatization, low work efficiency and a reduced ratio of skin area to body mass.

        Heat syncope

        Syncope is a transient loss of consciousness resulting from a reduction of cerebral blood flow, preceded frequently by pallor, blurring of vision, dizziness and nausea. It may occur in persons suffering from heat stress. The term heat collapse has been used synonymously with heat syncope. The symptoms have been attributed to cutaneous vasodilatation, postural pooling of blood with consequently diminished venous return to the heart, and reduced cardiac output. Mild dehydration, which develops in most persons exposed to heat, contributes to the probability of heat syncope. Individuals who suffer from cardiovascular diseases or who are unacclimatized are predisposed to heat collapse. The victims usually recover consciousness rapidly after they are laid supine.

        Heat oedema

        Mild dependent oedema—that is, swelling of the hands and feet—may develop in unacclimatized individuals exposed to a hot environment. It typically occurs in women and resolves with acclimatization. It subsides in several hours after the patient has been laid in a cooler place.

        Heat cramps

        Heat cramps may occur after heavy sweating brought about by prolonged physical work. Painful spasms develop in limb and abdominal muscles subjected to intensive work and fatigue, while body temperature hardly rises. These cramps are caused by the salt depletion that results when the loss of water due to prolonged heavy sweating is replenished with plain water containing no supplementary salt and when the sodium concentration in the blood has fallen below a critical level. Heat cramps themselves are a relatively innocuous condition. The attacks are usually seen in physically fit individuals who are capable of sustained physical exertion, and once were called “miner’s cramps” or “cane-cutter’s cramps” because they would often occur in such labourers.

        The treatment of heat cramps consists of cessation of activity, rest in a cool place and replacement of fluid and electrolytes. Heat exposure should be avoided for at least 24 to 48 hours.

        Heat exhaustion

        Heat exhaustion is the most common heat disorder encountered clinically. It results from severe dehydration after a huge amount of sweat has been lost. It occurs typically in otherwise healthy young individuals who undertake prolonged physical exertion (exertion-induced heat exhaustion), such as marathon runners, outdoor sports players, military recruits, coal miners and construction workers. The basic feature of this disorder is circulatory deficiency due to water and/or salt depletion. It may be considered an incipient stage of heat stroke, and if left untreated, it may eventually progress to heat stroke. It has been conventionally divided into two types: heat exhaustion by water depletion and that by salt depletion; but many cases are a mixture of both types.

        Heat exhaustion by water depletion develops as a result of prolonged heavy sweating and insufficient water intake. Since sweat contains sodium ions in a concentration ranging from 30 to 100 milliequivalents per litre, which is lower than that in plasma, a great loss of sweat brings about hypohydration (reduction in body water content) and hypernatraemia (increased sodium concentration in plasma). Heat exhaustion is characterized by thirst, weakness, fatigue, dizziness, anxiety, oliguria (scanty urination), tachycardia (rapid heartbeat) and moderate hyperthermia (39ºC or above). Dehydration also leads to a decline in sweating activity, a rise in skin temperature, and increases in plasma protein and plasma sodium levels and in the haematocrit value (the ratio of blood cell volume to blood volume).

        Treatment consists of allowing the victim to rest in a recumbent posture with the knees raised, in a cool environment, wiping the body with a cool towel or sponge and replacing fluid loss by drinking or, if oral ingestion is impossible, by intravenous infusion. The amounts of water and salt replenishment, body temperature and body weight should be monitored carefully. Water ingestion should not be regulated according to the victim’s subjective feeling of thirst, especially when fluid loss is replenished with plain water, because dilution of the blood readily induces disappearance of thirst and dilution diuresis, thus delaying the recovery of body fluid balance. This phenomenon of insufficient water ingestion is called voluntary dehydration. Furthermore, a salt-free water supply may complicate heat disorders, as described below. Dehydration of over 3% of body weight should always be treated by water and electrolyte replacement.

        Heat exhaustion by salt depletion results from prolonged heavy sweating and replacement of water and insufficient salt. Its occurrence is promoted by incomplete acclimatization, vomiting and diarrhoea, and so on. This type of heat exhaustion usually develops a few days after the development of water depletion. It is most commonly encountered in sedentary elderly individuals exposed to heat who have drunk a large amount of water in order to quench their thirst. Headache, dizziness, weakness, fatigue, nausea, vomiting, diarrhoea, anorexia, muscle spasms and mental confusion are common symptoms. In blood examinations, decrease in plasma volume, increases in the haematocrit and in plasma protein levels, and hypercalcaemia (excess blood calcium) are noted.

        Early detection and prompt management are essential, the latter consisting of letting the patient rest in a recumbent posture in a cool room and providing for replacement of water and electrolytes. The osmolarity or specific gravity of the urine should be monitored, as should urea, sodium and chloride levels in the plasma, and body temperature, body weight, and water and salt intake should also be recorded. If the condition is adequately treated, victims generally feel well within a few hours and recover without sequelae. If not, it may readily proceed to heat stroke.

        Heat stroke

        Heat stroke is a serious medical emergency which may result in death. It is a complex clinical condition in which uncontrollable hyperthermia causes tissue damage. Such an elevation of body temperature is caused initially by severe heat congestion due to excessive heat load, and the resultant hyperthermia induces dysfunction of the central nervous system, including failure of the normal thermoregulatory mechanism, thus accelerating elevation of the body temperature. Heat stroke occurs basically in two forms: classical heat stroke and exertion-induced heat stroke. The former develops in very young, elderly, obese or unfit individuals undertaking normal activities during prolonged exposure to high environmental temperatures, whereas the latter occurs particularly in young, active adults during physical exertion. In addition, there is a mixed form of heat stoke presenting features consistent with both of the above forms.

        Elderly individuals, particularly those who have underlying chronic illness, such as cardiovascular diseases, diabetes mellitus and alcoholism, and those taking certain medications, especially psychotropic drugs, are at a high risk of classical heat stroke. During sustained heat waves, for example, the mortality rate for the population older than 60 years has been recorded as more than ten times greater than that for the population aged 60 and under. A similarly high mortality in the elderly population has also been reported among Muslims during the Mecca pilgrimage, where the mixed form of heat stroke has been found to be prevalent. Factors predisposing the elderly to heat stroke, other than chronic diseases as mentioned above, include reduced thermal perception, sluggish vasomotor and sudomotor (sweating reflex) responses to changes in thermal load, and reduced capacity for acclimatization to heat.

        Individuals who work or exercise vigorously in hot, humid environments are at a high risk of exertion-induced heat illness, whether heat exhaustion or heat stroke. Athletes undergoing high physical stress can fall victim to hyperthermia by producing metabolic heat at a high rate, even when the environment is not very hot, and have often suffered heat stress illness as a result. Relatively unfit non-athletes are at a lesser risk in this regard as long as they realize their own capacity and limit their exertions accordingly. However, when they play sports for fun and are highly motivated and enthusiastic, they often try to exert themselves at an intensity beyond that for which they have been trained, and may succumb to heat illness (usually heat exhaustion). Poor acclimatization, inadequate hydration, unsuitable dress, alcohol consumption and skin illness causing anhidrosis (reduction in or lack of sweating), notably prickly heat (see below), all aggravate the symptoms.

        Children are more susceptible to heat exhaustion or heat stroke than adults. They produce more metabolic heat per unit mass, and are less able to dissipate heat because of a relatively low capacity to produce sweat.

        Clinical features of heat stroke

        Heat stroke is defined by three criteria:

        1. severe hyperthermia with a core (deep body) temperature usually exceeding 42ºC
        2. disturbances of the central nervous system
        3. hot, dry skin with cessation of sweating.

         

        The diagnosis of heat stroke is easy to establish when this triad of criteria is met. However, it may be missed when one of those criteria is absent, obscure or overlooked. For example, unless core temperature is measured properly and without delay, severe hyperthermia may not be recognized; or, in a very early stage of exertion-induced heat stroke, sweating may still persist or may even be profuse and the skin may be wet.

        The onset of heat stroke is usually abrupt and without precursory symptoms, but some patients with impending heat stroke may have symptoms and signs of disturbances of the central nervous system. They include headache, nausea, dizziness, weakness, drowsiness, confusion, anxiety, disorientation, apathy, aggressiveness and irrational behaviour, tremor, twitching and convulsion. Once heat stroke occurs, disturbances of the central nervous system are present in all cases. The level of consciousness is often depressed, deep coma being most common. Seizures occur in the majority of cases, especially in physically fit individuals. Signs of cerebellar dysfunction are prominent and may persist. Pin-pointed pupils are frequently seen. Cerebellar ataxia (lack of muscular coordination), hemiplegia (paralysis of one side of the body), aphasia and emotional instability may persist in some of survivors.

        Vomiting and diarrhoea often occur. Tachypnoea (rapid breathing) is usually present initially and the pulse may be weak and rapid. Hypotension, one of the most common complications, results from marked dehydration, extensive peripheral vasodilatation and eventual depression of cardiac muscle. Acute renal failure may be seen in severe cases, especially in exertion-induced heat stroke.

        Haemorrhages occur in all parenchymal organs, in the skin (where they are called petechiae) and in the gastro-intestinal tract in severe cases. Clinical haemorrhagic manifestations include melaena (dark-coloured, tarry faeces), haematemesis (blood vomiting), haematuria (bloody urine), haemoptysis (spitting blood), epistaxis (nosebleed), purpura (purple spots), ecchymosis (black and blue marks) and conjunctival haemorrhage. Intravascular coagulation occurs commonly. Haemorrhagic diathesis (bleeding tendency) is usually associated with disseminated intra-vascular coagulation (DIC). DIC occurs predominantly in exertion-induced heat stroke, where the fibrinolytic (clot-dissolving) activity of plasma is increased. On the other hand, a decrease in platelet count, prolongation of prothrombin time, depletion of coagulation factors and increased level of fibrin degradation products (FDP) are provoked by whole-body hyperthermia. Patients with evidence of DIC and bleeding have higher core temperature, lower blood pressure, lower arterial blood pH and pO2, a higher incidence of oliguria or anuria and of shock, and a higher mortality rate.

        Shock is also a common complication. It is attributable to peripheral circulatory failure and is aggravated by DIC, which causes dissemination of clots in the microcirculatory system.

        Treatment of heat stroke

        Heat stroke is a medical emergency that requires prompt diagnosis and rapid and aggressive treatment to save the patient’s life. Proper measurement of core temperature is mandatory: rectal or oesophageal temperature should be measured by using a thermo-meter which can read up to 45ºC. Measurement of oral and axillary temperatures should be avoided because they can vary significantly from real core temperature.

        The objective of treatment measures is to lower body temperature by reducing heat load and promoting heat dissipation from the skin. The treatment includes moving the patient to a safe, cool, shady and well-ventilated place, removing unnecessary clothing, and fanning. Cooling the face and head may promote beneficial brain cooling.

        The efficiency of some cooling techniques has been questioned. It has been argued that placing cold packs over major blood vessels in the neck, groin and axillae and immersion of the body in cold water or covering it with iced towels may promote shivering and cutaneous vasoconstriction, thus actually impeding cooling efficiency. Traditionally, immersion in an ice-water bath, combined with vigorous skin massage to minimize cutaneous vasoconstriction, has been recommended as the treatment of choice, once the patient is brought to a medical facility. This method of cooling has several disadvantages: there are the nursing difficulties posed by the need to administer oxygen and fluids and to monitor blood pressure and the electrocardiogram continuously, and there are the hygienic problems of contamination of the bath with the vomitus and diarrhoea of comatose patients. An alternative approach is to spray a cool mist over the patient’s body while fanning to promote evaporation from the skin. This method of cooling can reduce the core temperature by 0.03 to 0.06ºC/min.

        Measures to prevent convulsions, seizures and shivering should also be initiated at once. Continuous cardiac monitoring and determination of serum electrolyte levels and arterial and venous blood-gas analysis are essential, and intravenous infusion of electrolyte solutions at a relatively low temperature of approximately 10ºC, together with controlled oxygen therapy, should be commenced in a timely fashion. Tracheal intubation to protect the airway, insertion of a cardiac catheter to estimate central venous pressure, placement of a gastric tube and insertion of a urinary catheter may also be included among additional recommended measures.

        Prevention of heat stroke

        For the prevention of heat stroke, a wide variety of human factors should be taken into account, such as acclimatization, age, build, general health, water and salt intake, clothing, peculiarities of religious devotion and ignorance of, or liability to neglect, regulations intended to promote public health.

        Prior to physical exertion in a hot environment, workers, athletes or pilgrims should be informed of the work load and the level of heat stress they may encounter, and of the risks of heat stroke. A period of acclimatization is recommended before vigorous physical activity and/or severe exposure is risked. The level of activity should be matched to the ambient temperature, and physical exertion should be avoided or at least minimized during the hottest hours of the day. During physical exertion, free access to water is mandatory. Since electrolytes are lost in sweat and the opportunity for voluntary ingestion of water may be limited, thus delaying restitution from thermal dehydration, electrolytes should also be replaced in case of profuse sweating. Proper clothing is also an important measure. Clothes made of fabrics which are both water-absorbent and permeable to air and water vapour facilitate heat dissipation.

        Skin Disorders

        Miliaria is the most common skin disorder associated with heat load. It occurs when the delivery of sweat onto the skin surface is prevented due to obstruction of the sweat ducts. Sweat retention syndrome ensues when anhidrosis (inability to release sweat) is widespread over the body surface and predisposes the patient to heat stroke.

        Miliaria is commonly induced by physical exertion in a hot, humid environment; by febrile diseases; by the application of wet compresses, bandages, plaster casts or adhesive plaster; and by wearing poorly permeable clothes. Miliaria can be classified into three types, according to the depth of sweat retention: miliaria crystallina, miliaria rubra and miliaria profunda.

        Miliaria crystallina is caused by retention of sweat within or just beneath the horny layer of the skin, where tiny, clear, non-inflammatory blisters can be seen. They typically appear in “crops” after severe sunburn or during a febrile illness. This type of miliaria is otherwise symptomless, the least distressing, and heals spontaneously in a few days, when the blisters break out to leave scales.

        Miliaria rubra occurs when intense heat load causes prolonged and profuse sweating. It is the most common type of miliaria, in which sweat accumulates in the epidermis. Red papules, vesicles or pustules are formed, accompanied by burning and itching sensations (prickly heat). The sweat duct is plugged at the terminal portion. The production of the plug is attributable to the action of resident aerobic bacteria, notably cocci, which increase in population greatly in the horny layer when it is hydrated with sweat. They secrete a toxin which injures the horny epithelial cells of the sweat duct and provokes an inflammatory reaction, precipitating a cast within the lumen of the sweat duct. Infiltration by leukocytes creates an impaction which completely obstructs the passage of sweat for several weeks.

        In miliaria profunda, sweat is retained in the dermis, and produces flat, inflammatory papules, nodules and abscesses, with less itching than in miliaria rubra. The occurrence of this type of miliaria is commonly confined to the tropics. It may develop in a progressive sequence from miliaria rubra after repeated bouts of profuse sweating, as the inflammatory reaction extends downwards from the upper skin layers.

        Tropical anhidrotic asthenia. The term achieved currency during the Second World War, when troops deployed to tropical theatres suffered from heat rash and heat intolerance. It is a modality of sweat retention syndrome encountered in hot, humid tropical environments. It is characterized by anhidrosis and miliaria-like rashes, accompanied by symptoms of heat congestion, such as palpitation, rapid pulsation, hyperthermia, headache, weakness and gradually to rapidly progressing inability to tolerate physical activity in the heat. It is usually preceded by widespread miliaria rubra.

        Treatment. The initial and essential treatment of miliaria and sweat retention syndrome is to transfer the affected person to a cool environment. Cool showers and gentle drying of the skin and the application of calamine lotion may attenuate the patient’s distress. Application of chemical bacteriostats is effective in preventing the expansion of microflora, and is preferable to the use of antibiotics, which may lead these micro-organisms to acquire resistance.

        The impactions in the sweat duct slough off after about 3 weeks as a result of epidermal renewal.

         

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        Wednesday, 16 March 2011 21:41

        Prevention of Heat Stress

        Although human beings possess considerable ability to compensate for naturally occurring heat stress, many occupational environments and/or physical activities expose workers to heat loads which are so excessive as to threaten their health and productivity. In this article, a variety of techniques are described which can be used to minimize the incidence of heat disorders and reduce the severity of cases when they do occur. Interventions fall into five categories: maximizing heat tolerance among exposed individuals, assuring timely replacement of lost fluid and electrolytes, altering work practices to reduce exertional heat load, engineering control of climatic conditions, and use of protective clothing.

        Factors outside the worksite which may affect thermal tolerance should not be ignored in the evaluation of the extent of exposure and consequently in elaborating preventive strategies. For example, total physiological burden and the potential susceptibility to heat disorders will be much higher if heat stress continues during off-duty hours through work at second jobs, strenuous leisure activities, or living in unremittingly hot quarters. In addition, nutritional status and hydration may reflect patterns of eating and drinking, which may also change with season or religious observances.

        Maximizing Individual Heat Tolerance

        Candidates for hot trades should be generally healthy and possess suitable physical attributes for the work to be done. Obesity and cardiovascular disease are conditions that add to the risks, and individuals with a history of previous unexplained or repetitive heat illness should not be assigned to tasks involving severe heat stress. Various physical and physiological characteristics which may affect heat tolerance are discussed below and fall into two general categories: inherent characteristics beyond the control of the individual, such as body size, gender, ethnicity and age; and acquired characteristics, which are at least partly subject to control and include physical fitness, heat acclimatization, obesity, medical conditions and self-induced stress.

        Workers should be informed of the nature of heat stress and its adverse effects as well as the protective measures provided in the workplace. They should be taught that heat tolerance depends to a large extent upon drinking enough water and eating a balanced diet. In addition, workers should be taught the signs and symptoms of heat disorders, which include dizziness, faintness, breathlessness, palpitations and extreme thirst. They should also learn the basics of first aid and where to call for help when they recognize these signs in themselves or others.

        Management should implement a system for reporting heat- related incidents at work. Occurrence of heat disorders in more than one person—or repeatedly in a single individual—is often a warning of serious impending trouble and indicates the need for immediate evaluation of the working environment and review of the adequacy of preventive measures.

        Human traits affecting adaptation

        Body dimensions. Children and very small adults face two potential disadvantages for work in hot environments. First, externally imposed work represents a greater relative load for a body with a small muscle mass, inducing a greater rise in core body temperature and more rapid onset of fatigue. In addition, the higher surface-to-mass ratio of small people may be a disadvantage under extremely hot conditions. These factors together may explain why men weighing less than 50 kg were found to be at increased risk for heat illness in deep mining activities.

        Gender. Early laboratory studies on women seemed to show that they were relatively intolerant to work in heat, compared with men. However, we now recognize that nearly all of the differences can be explained in terms of body size and acquired levels of physical fitness and heat acclimatization. However, there are minor sex differences in heat dissipation mechanisms: higher maximal sweat rates in males may enhance tolerance for extremely hot, dry environments, while females are better able to suppress excess sweating and therefore conserve body water and thus heat in hot, humid environments. Although the menstrual cycle is associated with a shift in basal body temperature and slightly alters thermoregulatory responses in women, these physiological adjustments are too subtle to influence heat tolerance and thermoregulatory efficiency in real work situations.

        When allowance is made for individual physique and fitness, men and women are essentially alike in their responses to heat stress and their ability to acclimatize to work under hot conditions. For this reason, selection of workers for hot jobs should be based on individual health and physical capacity, not gender. Very small or sedentary individuals of either sex will show poor tolerance for work in heat.

        The effect of pregnancy on women’s heat tolerance is not clear, but altered hormone levels and the increased circulatory demands of the foetus on the mother may increase her susceptibility to fainting. Severe maternal hyperthermia (over-heating) due to illness appears to increase the incidence of foetal malformation, but there is no evidence of a similar effect from occupational heat stress.

        Ethnicity. Although various ethnic groups have originated in differing climates, there is little evidence of inherent or genetic differences in response to heat stress. All humans appear to function as tropical animals; their ability to live and work in a range of thermal conditions reflects adaptation through complex behaviour and development of technology. Seeming ethnic differences in response to heat stress probably relate to body size, individual life history and nutritional status rather than to inherent traits.

        Age. Industrial populations generally show a gradual decline in heat tolerance after age 50. There is some evidence of an obligatory, age-associated reduction in cutaneous vasodilatation (widening of the cavity of blood vessels of the skin) and maximal sweat rate, but most of the change can be attributed to alterations in lifestyle which reduce physical activity and increase the accumulation of body fat. Age does not appear to impair heat tolerance or ability to acclimatize if the individual maintains a high level of aerobic conditioning. However, ageing populations are subject to increasing incidence of cardiovascular disease or other pathologies which may impair individual heat tolerance.

        Physical fitness. Maximal aerobic capacity (VO2 max) is probably the strongest single determinant of an individual’s ability to carry out sustained physical work under hot conditions. As noted above, early findings of group differences in heat tolerance which were attributed to gender, race or age are now viewed as manifestations of aerobic capacity and heat acclimatization.

        Induction and maintenance of high work capacity require repetitive challenges to the body’s oxygen transport system through vigorous exercise for at least 30 to 40 min, 3 to 4 days per week. In some cases activity on the job may provide the necessary physical training, but most industrial jobs are less strenuous and require supplementation through a regular exercise programme for optimal fitness.

        Loss of aerobic capacity (detraining) is relatively slow, so that weekends or vacations of 1 to 2 weeks cause only minimal changes. Serious declines in aerobic capacity are more likely to occur over weeks to months when injury, chronic illness or other stress causes the individual to change lifestyle.

        Heat acclimatization. Acclimatization to work in heat can greatly expand human tolerance for such stress, so that a task which is initially beyond the capability of the unacclimatized person may become easier work after a period of gradual adjustment. Individuals with a high level of physical fitness generally display partial heat acclimatization and are able to complete the process more quickly and with less stress than sedentary persons. Season may also affect the time which must be allowed for acclimatization; workers recruited in summer may already be partly heat acclimatized, while winter hires will require a longer period of adjustment.

        In most situations, acclimatization can be induced through gradual introduction of the worker to the hot task. For instance, the new recruit may be assigned to hot work only in the morning or for gradually increasing time periods during the first few days. Such acclimatization on the job should take place under close supervision by experienced personnel; the new worker should have standing permission to withdraw to cooler conditions any time symptoms of intolerance occur. Extreme conditions may warrant a formal protocol of progressive heat exposure such as that used for workers in the South African gold mines.

        Maintenance of full heat acclimatization requires exposure to work in heat three to four times per week; lower frequency or passive exposure to heat have a much weaker effect and may allow gradual decay of heat tolerance. However, weekends off work have no measurable effect on acclimatization. Discontinuing exposure for 2 to 3 weeks will cause loss of most acclimatization, although some will be retained in persons exposed to hot weather and/or regular aerobic exercise.

        Obesity. High body fat content has little direct effect on thermoregulation, as heat dissipation at the skin involves capillaries and sweat glands which lie closer to the skin surface than the subcutaneous fat layer of skin. However, obese persons are handicapped by their excess body weight because every movement requires greater muscular effort and therefore generates more heat than in a lean person. In addition, obesity often reflects an inactive lifestyle with resulting lower aerobic capacity and absence of heat acclimatization.

        Medical conditions and other stresses. A worker’s heat tolerance on a given day may be impaired by a variety of conditions. Examples include febrile illness (higher than normal body temperature), recent immunization, or gastroenteritis with associated disturbance of fluid and electrolyte balance. Skin conditions such as sunburn and rashes may limit ability to secrete sweat. In addition, susceptibility to heat illness may be increased by prescription medications, including sympathomimetics, anticholinergics, diuretics, phenothiazines, cyclic antidepressants, and monoamine-oxidase inhibitors.

        Alcohol is a common and serious problem among those who work in heat. Alcohol not only impairs intake of food and water, but also acts as a diuretic (increase in urination) as well as disturbing judgement. The adverse effects of alcohol extend many hours beyond the time of intake. Alcoholics who suffer heat stroke have a far higher mortality rate than non-alcoholic patients.

        Oral Replacement of Water and Electrolytes

        Hydration. Evaporation of sweat is the main path for dissipating body heat and becomes the only possible cooling mechanism when air temperature exceeds body temperature. Water requirements cannot be reduced by training, but only by lowering the heat load on the worker. Human water loss and rehydration have been extensively studied in recent years, and more information is now available.

        A human weighing 70 kg can sweat at a rate of 1.5 to 2.0 l/h indefinitely, and it is possible for a worker to lose several litres or up to 10% of body weight during a day in an extremely hot environment. Such loss would be incapacitating unless at least part of the water were replaced during the work shift. However, since water absorption from the gut peaks at about 1.5 l/h during work, higher sweat rates will produce cumulative dehydration through the day.

        Drinking to satisfy thirst is not enough to keep a person well hydrated. Most people do not become aware of thirst until they have lost 1 to 2 l of body water, and persons highly motivated to perform hard work may incur losses of 3 to 4 l before clamorous thirst forces them to stop and drink. Paradoxically, dehydration reduces the capacity to absorb water from the gut. Therefore, workers in hot trades must be educated regarding the importance of drinking enough water during work and continuing generous rehydration during off-duty hours. They should also be taught the value of “prehydration”—consuming a large drink of water immediately before the start of severe heat stress—as heat and exercise prevent the body from eliminating excess water in the urine.

        Management must provide ready access to water or other appropriate drinks which encourage rehydration. Any physical or procedural obstacle to drinking will encourage “voluntary” dehydration which predisposes to heat illness. The following details are a vital part of any programme for hydration maintenance:

        • Safe, palatable water must be located within a few steps of each worker or brought to the worker every hour—more frequently under the most stressful conditions.
        • Sanitary drinking cups should be provided, as it is nearly impossible to rehydrate from a water fountain.
        • Water containers must be shaded or cooled to 15 to 20ºC (iced drinks are not ideal because they tend to inhibit intake).

         

        Flavourings may be used to improve the acceptance of water. However, drinks that are popular because they “cut” thirst are not recommended, since they inhibit intake before rehydration is complete. For this reason it is better to offer water or dilute, flavoured beverages and to avoid carbonation, caffeine and drinks with heavy concentrations of sugar or salt.

        Nutrition. Although sweat is hypotonic (lower salt content) compared to blood serum, high sweat rates involve a continuous loss of sodium chloride and small amounts of potassium, which must be replaced on a daily basis. In addition, work in heat accelerates the turnover of trace elements including magnesium and zinc. All of these essential elements should normally be obtained from food, so workers in hot trades should be encouraged to eat well-balanced meals and avoid substituting candy bars or snack foods, which lack important nutritional components. Some diets in industrialized nations include high levels of sodium chloride, and workers on such diets are unlikely to develop salt deficits; but other, more traditional diets may not contain adequate salt. Under some conditions it may be necessary for the employer to provide salty snacks or other supplementary foods during the work shift.

        Industrialized nations are seeing increased availability of “sports drinks” or “thirst quenchers” which contain sodium chloride, potassium and carbohydrates. The vital component of any beverage is water, but electrolyte drinks may be useful in persons who have already developed significant dehydration (water loss) combined with electrolyte depletion (salt loss). These drinks are generally high in salt content and should be mixed with equal or greater volumes of water before consumption. A much more economical mixture for oral rehydration can be made according to the following recipe: to one litre of water, suitable for drinking, add 40 g of sugar (sucrose) and 6 g of salt (sodium chloride). Workers should not be given salt tablets, as they are easily abused, and overdoses lead to gastro-intestinal problems, increased urine output and greater susceptibility to heat illness.

        Modified Work Practices

        The common goal of modification to work practices is to lower time-averaged heat stress exposure and to bring it within acceptable limits. This can be accomplished by reducing the physical workload imposed on an individual worker or by scheduling appropriate breaks for thermal recovery. In practice, maximum time-averaged metabolic heat production is effectively limited to about 350 W (5 kcal/min) because harder work induces physical fatigue and a need for commensurate rest breaks.

        Individual effort levels can be lowered by reducing external work such as lifting, and by limiting required locomotion and static muscle tension such as that associated with awkward posture. These goals may be reached by optimizing task design according to ergonomic principles, providing mechanical aids or dividing the physical effort among more workers.

        The simplest form of schedule modification is to allow individual self-pacing. Industrial workers performing a familiar task in a mild climate will pace themselves at a rate which produces a rectal temperature of about 38°C; imposition of heat stress causes them to voluntarily slow the work rate or take breaks. This ability to voluntarily adjust work rate probably depends on awareness of cardiovascular stress and fatigue. Human beings cannot consciously detect elevations in core body temperature; rather, they rely on skin temperature and skin wettedness to assess thermal discomfort.

        An alternative approach to schedule modification is the adoption of prescribed work-rest cycles, where management specifies the duration of each work bout, the length of rest breaks and the number of repetitions expected. Thermal recovery takes much longer than the period required to lower respiratory rate and work-induced heart rate: Lowering core temperature to resting levels requires 30 to 40 min in a cool, dry environment, and takes longer if the person must rest under hot conditions or while wearing protective clothing. If a constant level of production is required, then alternating teams of workers must be assigned sequentially to hot work followed by recovery, the latter involving either rest or sedentary tasks performed in a cool place.

        Climate Control

        If cost were no object, all heat stress problems could be solved by application of engineering techniques to convert hostile working environments to hospitable ones. A wide variety of techniques may be used depending on the specific conditions of the workplace and available resources. Traditionally, hot industries can be divided into two categories: In hot-dry processes, such as metal smelting and glass production, workers are exposed to very hot air combined with strong radiant heat load, but such processes add little humidity to the air. In contrast, warm-moist industries such as textile mills, paper production and mining involve less extreme heating but create very high humidities due to wet processes and escaped steam.

        The most economical techniques of environmental control usually involve reduction of heat transfer from the source to the environment. Hot air may be vented outside the work area and replaced with fresh air. Hot surfaces can be covered with insulation or given reflective coatings to reduce heat emissions, simultaneously conserving heat which is needed for the industrial process. A second line of defence is large-scale ventilation of the work area to provide a strong flow of outside air. The most expensive option is air conditioning to cool and dry the atmosphere in the workplace. Although lowering air temperature does not affect transmission of radiant heat, it does help to reduce the temperature of the walls and other surfaces which may be secondary sources of convective and radiative heating.

        When overall environmental control proves impractical or uneconomical, it may be possible to ameliorate thermal conditions in local work areas. Air conditioned enclosures may be provided within the larger work space, or a specific work station may be provided with a flow of cool air (“spot cooling” or “air shower”). Local or even portable reflective shielding may be interposed between the worker and a radiant heat source. Alternatively, modern engineering techniques may allow construction of remote systems to control hot processes so that workers need not suffer routine exposure to highly stressful heat environments.

        Where the workplace is ventilated with outside air or there is limited air-conditioning capacity, thermal conditions will reflect climatic changes, and sudden increases in outdoor air temperature and humidity may elevate heat stress to levels which overwhelm workers’ heat tolerance. For instance, a spring heat wave can precipitate an epidemic of heat illness among workers who are not yet heat acclimatized as they would be in summer. Management should therefore implement a system for predicting weather-related changes in heat stress so that timely precautions can be taken.

        Protective Clothing

        Work in extreme thermal conditions may require personal thermal protection in the form of specialized clothing. Passive protection is provided by insulative and reflective garments; insulation alone can buffer the skin from thermal transients. Reflective aprons may be used to protect personnel who work facing a limited radiant source. Fire-fighters who must deal with extremely hot fuel fires wear suits called “bunkers”, which combine heavy insulation against hot air with an aluminized surface to reflect radiant heat.

        Another form of passive protection is the ice vest, which is loaded with slush or frozen packets of ice (or dry ice) and is worn over an undershirt to prevent uncomfortable chilling of the skin. The phase change of the melting ice absorbs part of the metabolic and environmental heat load from the covered area, but the ice must be replaced at regular intervals; the greater the heat load, the more frequently the ice must be replaced. Ice vests have proven most useful in deep mines, ship engine rooms, and other very hot, humid environments where access to freezers can be arranged.

        Active thermal protection is provided by air- or liquid-cooled garments which cover the entire body or some portion of it, usually the torso and sometimes the head.

        Air cooling. The simplest systems are ventilated with the surrounding, ambient air or with compressed air cooled by expansion or passage through a vortex device. High volumes of air are required; the minimum ventilation rate for a sealed suit is about 450 l/min. Air cooling can theoretically take place through convection (temperature change) or evaporation of sweat (phase change). However, the effectiveness of convection is limited by the low specific heat of air and the difficulty in delivering it at low temperatures in hot surroundings. Most air-cooled garments therefore operate through evaporative cooling. The worker experiences moderate heat stress and attendant dehydration, but is able to thermoregulate through natural control of the sweat rate. Air cooling also enhances comfort through its tendency to dry the underclothing. Disadvantages include (1) the need to connect the subject to the air source, (2) the bulk of air distribution garments and (3) the difficulty of delivering air to the limbs.

        Liquid cooling. These systems circulate a water-antifreeze mixture through a network of channels or small tubes and then return the warmed liquid to a heat sink which removes the heat added during passage over the body. Liquid circulation rates are usually on the order of 1 l/min. The heat sink may dissipate thermal energy to the environment through evaporation, melting, refrigeration or thermoelectric processes. Liquid-cooled garments offer far greater cooling potential than air systems. A full-coverage suit linked to an adequate heat sink can remove all metabolic heat and maintain thermal comfort without the need to sweat; such a system is used by astronauts working outside their spacecraft. However, such a powerful cooling mechanism requires some type of comfort control system which usually involves manual setting of a valve which shunts part of the circulating liquid past the heat sink. Liquid-cooled systems can be configured as a back pack to provide continuous cooling during work.

        Any cooling device which adds weight and bulk to the human body, of course, may interfere with the work at hand. For instance, the weight of an ice vest significantly increases the metabolic cost of locomotion, and is therefore most useful for light physical work such as watch-standing in hot compartments. Systems which tether the worker to a heat sink are impractical for many types of work. Intermittent cooling may be useful where workers must wear heavy protective clothing (such as chemical protective suits) and cannot carry a heat sink or be tethered while they work. Removing the suit for each rest break is time consuming and involves possible toxic exposure; under these conditions, it is simpler to have the workers wear a cooling garment which is attached to a heat sink only during rest, allowing thermal recovery under otherwise unacceptable conditions.

         

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        Wednesday, 16 March 2011 21:45

        The Physical Basis of Work in Heat

        Thermal Exchanges

        The human body exchanges heat with its environment by various pathways: conduction across the surfaces in contact with it, convection and evaporation with the ambient air, and radiation with the neighbouring surfaces.

        Conduction

        Conduction is the transmission of heat between two solids in contact. Such exchanges are observed between the skin and clothing, footwear, pressure points (seat, handles), tools and so on. In practice, in the mathematical calculation of thermal balance, this heat flow by conduction is approximated indirectly as a quantity equal to the heat flow by convection and radiation which would take place if these surfaces were not in contact with other materials.

        Convection

        Convection is the transfer of heat between the skin and the air surrounding it. If the skin temperature, tsk, in units of degrees Celsius (°C), is higher than the air temperature (ta), the air in contact with the skin is heated and consequently rises. Air circulation, known as natural convection, is thus established at the surface of the body. This exchange becomes greater if the ambient air passes over the skin at a certain speed: the convection becomes forced. The heat flow exchanged by convection, C, in units of watts per square metre (W/m2), can be estimated by:

        C = hc FclC (tsk - ta)

        where hc is the coefficient of convection (W/°C m2), which is a function of the difference between tsk and ta in the case of natural convection, and of the air velocity Va (in m/s) in forced convection; FclC is the factor by which clothing reduces convection heat exchange.

        Radiation

        Every body emits electromagnetic radiation, the intensity of which is a function of the fourth power of its absolute temperature T (in degrees Kelvin—K). The skin, whose temperature may be between 30 and 35°C (303 and 308K), emits such radiation, which is in the infrared zone. Moreover, it receives the radiation emitted by neighbouring surfaces. The thermal flow exchanged by radiation, R (in W/m2), between the body and its surroundings may be described by the following expression:

        where:

        s is the universal constant of radiation (5.67 × 10-8 W/m2 K4)

        e is the emissivity of the skin, which, for infrared radiation, is equal to 0.97 and independent of the wavelength, and for solar radiation is about 0.5 for the skin of a White subject and 0.85 for the skin of a Black subject

        AR/AD is the fraction of the body surface taking part in the ex- changes, which is of the order of 0.66, 0.70 or 0.77, depending upon whether the subject is crouching, seated or standing

        FclR is the factor by which clothing reduces radiation heat exchange

        Tsk (in K) is the mean skin temperature

        Tr (in K) is the mean radiant temperature of the environment —that is, the uniform temperature of a black mat sphere of large diameter that would surround the subject and would exchange with it the same quantity of heat as the real environment.

        This expression may be replaced by a simplified equation of the same type as that for exchanges by convection:

        R = hr (AR/AD) FclR (tsk - tr)

        where hr is the coefficient of exchange by radiation (W/°C m2).

        Evaporation

        Every wet surface has on it a layer of air saturated with water vapour. If the atmosphere itself is not saturated, the vapour diffuses from this layer towards the atmosphere. The layer then tends to be regenerated by drawing on the heat of evaporation (0.674 Watt hour per gram of water) at the wet surface, which cools. If the skin is entirely covered with sweat, evaporation is maximal (Emax) and depends only on the ambient conditions, according to the following expression:

        Emax = he Fpcl (Psk,s - Pa)

        where:

        he is the coefficient of exchange by evaporation (W/m2kPa)

        Psk,s is the saturated pressure of water vapour at the temperature of the skin (expressed in kPa)

        Pa is the ambient partial pressure of water vapour (expressed in kPa)

        Fpcl is the factor of reduction of exchanges by evaporation due to clothing.

        Thermal insulation of clothing

        A correction factor operates in the calculation of heat flow by convection, radiation and evaporation so as to take account of clothing. In the case of cotton clothing, the two reduction factors FclC and FclR may be determined by:

        Fcl = 1/(1+(hc+hr)Icl)

        where:

        hc is the coefficient of exchange by convection

        hr is the coefficient of exchange by radiation

        Icl is the effective thermal isolation (m2/W) of clothing.

        As regards the reduction of heat transfer by evaporation, the correction factor Fpcl is given by the following expression:

        Fpcl = 1/(1+2.22hc Icl)

        The thermal insulation of the clothing Icl is expressed in m2/W or in clo. An insulation of 1 clo corresponds to 0.155 m2/W and is provided, for example, by normal town wear (shirt, tie, trousers, jacket, etc.).

        ISO standard 9920 (1994) gives the thermal insulation provided by different combinations of clothing. In the case of special protective clothing that reflects heat or limits permeability to vapour under conditions of heat exposure, or absorbs and insulates under conditions of cold stress, individual correction factors must be used. To date, however, the problem remains poorly understood and the mathematical predictions remain very approximate.

        Evaluation of the Basic Parameters of the Work Situation

        As seen above, thermal exchanges by convection, radiation and evaporation are a function of four climatic parameters—the air temperature ta in °C, the humidity of the air expressed by its partial vapour pressure Pa in kPa, the mean radiant temperature tr in °C, and the air velocity Va in m/s. The appliances and methods for measuring these physical parameters of the environment are the subject of ISO standard 7726 (1985), which describes the different types of sensor to use, specifies their range of measurement and their accuracy, and recommends certain measurement procedures. This section summarizes part of the data of that standard, with particular reference to the conditions of use of the most common appliances and apparatus.

        Air temperature

        The air temperature (ta) must be measured independent of any thermal radiation; the accuracy of the measurement should be ±0.2ºC within the range of 10 to 30ºC, and ±0.5 °C outside that range.

        There are numerous types of thermometers on the market. Mercury thermometers are the most common. Their advantage is accuracy, provided that they have been correctly calibrated originally. Their main disadvantages are their lengthy response time and lack of automatic recording ability. Electronic thermometers, on the other hand, generally have a very short response time (5 s to 1 min) but may have calibration problems.

        Whatever the type of thermometer, the sensor must be protected against radiation. This is generally ensured by a hollow cylinder of shiny aluminium surrounding the sensor. Such protection is ensured by the psychrometer, which will be mentioned in the next section.

        Partial pressure of water vapour

        The humidity of the air may be characterized in four different ways:

        1.      the dewpoint temperature: the temperature to which the air must be cooled to become saturated with humidity (td, °C)

        2.      the partial pressure of water vapour: the fraction of atmospheric pressure due to water vapour (Pa, kPa)

        3.      the relative humidity (RH), which is given by the expression:

        RH = 100·Pa/PS,ta

        where PS,ta is the saturated vapour pressure associated with the air temperature

        4.      the wet bulb temperature (tw), which is the lowest temperature attained by a wet sleeve protected against radiation and ventilated at more than 2 m/s by the ambient air.

        All these values are connected mathematically.

        The saturated water vapour pressure PS,t at any temperature t is given by:

        while the partial pressure of water vapour is connected to the temperature by:

        Pa = PS,tw - (ta - tw)/15

        where PS,tw is the saturated vapour pressure at the wet bulb temperature.

        The psychrometric diagram (figure 1) allows all these values to be combined. It comprises:

        Figure 1.  Psychrometric diagram.

        HEA010F1

        • in the y axis, the scale of partial pressure of water vapour Pa, expressed in kPa
        • in the x axis, the scale of air temperature
        • the curves of constant relative humidity
        • the oblique straight lines of constant wet bulb temperature.
        • The parameters of humidity most often used in practice are:
        • the relative humidity, measured by means of hygrometers or more specialized electronic appliances
        • the wet bulb temperature, measured by means of the psychrometer; from this is derived the partial pressure of water vapour, which is the parameter most used in analysing thermal balance

         

        The range of measurement and the accuracy recommended are 0.5 to 6 kPa and ±0.15 kPa. For measurement of the wet bulb temperature, the range extends from 0 to 36ºC, with an accuracy identical with that of the air temperature. As regards hygrometers for measuring relative humidity, the range extends from 0 to 100%, with an accuracy of ±5%.

        Mean radiant temperature

        The mean radiant temperature (tr) has been defined previously; it can be determined in three different ways:

        1.      from the temperature measured by the black sphere thermometer

        2.      from the plane radiant temperatures measured along three perpendicular axes

        3.      by calculation, integrating the effects of the different sources of radiation.

        Only the first technique will be reviewed here.

        The black sphere thermometer consists of a thermal probe, the sensitive element of which is placed at the centre of a completely closed sphere, made of a metal that is a good conductor of heat (copper) and painted matt black so as to have a coefficient of absorption in the infrared zone close to 1.0. The sphere is positioned in the workplace and subjected to exchanges by convection and radiation. The temperature of the globe (tg) then depends on the mean radiant temperature, the air temperature and the air velocity.

        For a standard black globe 15 cm in diameter, the mean temperature of radiation can be calculated from the temperature of the globe on the basis of the following expression:

        In practice, the need must be stressed to maintain the emissivity of the globe close to 1.0 by carefully repainting it matt black.

        The main limitation of this type of globe is its long response time (of the order of 20 to 30 min, depending on the type of globe used and the ambient conditions). The measurement is valid only if the conditions of radiation are constant during this period of time, and this is not always the case in an industrial setting; the measurement is then inaccurate. These response times apply to globes 15 cm in diameter, using ordinary mercury thermometers. They are shorter if sensors of smaller thermal capacity are used or if the diameter of the globe is reduced. The equation above must therefore be modified to take account of this difference in diameter.

        The WBGT index makes direct use of the temperature of the black globe. It is then essential to use a globe 15 cm in diameter. On the other hand, other indices make use of the mean radiant temperature. A smaller globe can then be selected to reduce the response time, provided that the equation above is modified to take account of it. ISO standard 7726 (1985) allows for an accuracy of ±2ºC in the measurement of tr between 10 and 40ºC, and ±5ºC outside that range.

        Air velocity

        The air velocity must be measured disregarding the direction of air flow. Otherwise, the measurement must be undertaken in three perpendicular axes (x, y and z) and the global velocity calculated by vectorial summation:

        The range of measurements recommended by ISO standard 7726 extends from 0.05 to 2 m/s The accuracy required is 5%. It should be measured as a 1- or 3-min average value.

        There are two categories of appliances for measuring air velo-city: anemometers with vanes, and thermal anemometers.

        Vane anemometers

        The measurement is carried out by counting the number of turns made by the vanes during a certain period of time. In this way the mean velocity during that period of time is obtained in a discontinuous manner. These anemometers have two main disadvantages:

        1. They are very directional and have to be oriented strictly in the direction of the air flow. When this is vague or unknown, measurements have to be taken in three directions at right angles.
        2. The range of measurement extends from about 0.3 m/s to 10 m/s. This limitation to low velocities is important when, for instance, it is a question of analysing a thermal comfort situation where it is generally recommended that a velocity of 0.25 m/s should not be exceeded. Although the range of measurement can extend beyond 10 m/s, it hardly falls below 0.3 or even 0.5 m/s, which greatly limits the possibilities of use in environments near to comfort, where the maximum permitted velocities are 0.5 or even 0.25 m/s.

        Hot-wire anemometers

        These appliances are in fact complementary to vane anemometers in the sense that their dynamic range extends essentially from 0 to 1 m/s. They are appliances giving an instantaneous estimate of speed at one point of space: it is therefore necessary to use mean values in time and space. These appliances are also often very directional, and the remarks above also apply. Finally, the measurement is correct only from the moment when the temperature of the appliance has reached that of the environment to be evaluated.

         

        Back

        Heat stress occurs when a person’s environment (air temperature, radiant temperature, humidity and air velocity), clothing and activity interact to produce a tendency for body temperature to rise. The body’s thermoregulatory system then responds in order to increase heat loss. This response can be powerful and effective, but it can also produce a strain on the body which leads to discomfort and eventually to heat illness and even death. It is important therefore to assess hot environments to ensure the health and safety of workers.

        Heat stress indices provide tools for assessing hot environments and predicting likely thermal strain on the body. Limit values based upon heat stress indices will indicate when that strain is likely to become unacceptable.

        The mechanisms of heat stress are generally understood, and work practices for hot environments are well established. These include knowledge of the warning signs of heat stress, acclimatization programmes and water replacement. There are still many casualties, however, and these lessons seem to have to be relearned.

        In 1964, Leithead and Lind described an extensive survey and concluded that heat disorders occur for one or more of the following three reasons:

        1. the existence of factors such as dehydration or lack of acclimatization
        2. the lack of proper appreciation of the dangers of heat, either on the part of the supervising authority or of the individuals at risk
        3. accidental or unforeseeable circumstances leading to exposure to very high heat stress.

         

        They concluded that many deaths can be attributed to neglect and lack of consideration and that even when disorders do occur, much can be done if all the requirements for the correct and prompt remedial treatment are available.

        Heat Stress Indices

        A heat stress index is a single number which integrates the effects of the six basic parameters in any human thermal environment such that its value will vary with the thermal strain experienced by the person exposed to a hot environment. The index value (measured or calculated) can be used in design or in work practice to establish safe limits. Much research has gone into determining the definitive heat stress index, and there is discussion about which is best. For example, Goldman (1988) presents 32 heat stress indices, and there are probably at least double that number used throughout the world. Many indices do not consider all six basic parameters, although all have to take them into conside ration in application. The use of indices will depend upon individual contexts, hence the production of so many. Some indices are inadequate theoretically but can be justified for specific applications based on experience in a particular industry.

        Kerslake (1972) notes that “It is perhaps self evident that the way in which the environmental factors should be combined must depend on the properties of the subject exposed to them, but none of the heat stress indices in current use make formal allowance for this”. The recent surge in standardization (e.g., ISO 7933 (1989b) and ISO 7243 (1989a)) has led to pressure to adopt similar indices worldwide. It will be necessary, however, to gain experience with the use of any new index.

        Most heat stress indices consider, directly or indirectly, that the main strain on the body is due to sweating. For example, the more sweating required to maintain heat balance and internal body temperature, the greater the strain on the body. For an index of heat stress to represent the human thermal environment and predict heat strain, a mechanism is required to estimate the capacity of a sweating person to lose heat in the hot environment.

        An index related to evaporation of sweat to the environment is useful where persons maintain internal body temperature essentially by sweating. These conditions are generally said to be in the prescriptive zone (WHO 1969). Hence deep body temperature remains relatively constant while heart rate and sweat rate rise with heat stress. At the upper limit of the prescriptive zone (ULPZ), thermoregulation is insufficient to maintain heat balance, and body temperature rises. This is termed the environmentally driven zone (WHO 1969). In this zone heat storage is related to internal body temperature rise and can be used as an index to determine allowable exposure times (e.g., based on a predicted safety limit for “core” temperature of 38 °C; see Figure 1).

        Figure 1. Calculated distributions of water in the extracellular compartment (ECW) and intracellular compartment (ICW) before and after 2 h of exercise dehydration at 30°C room temperature.

        HEA080F1

        Heat stress indices can be conveniently categorized as rational, empirical or direct. Rational indices are based upon calculations involving the heat balance equation; empirical indices are based on establishing equations from the physiological responses of human subjects (e.g., sweat loss); and direct indices are based on the measurement (usually temperature) of instruments used to simulate the response of the human body. The most influential and widely used heat stress indices are described below.

        Rational indices

        The Heat Stress Index (HSI)

        The Heat Stress Index is the ratio of evaporation required to maintain heat balance (Ereq) to the maximum evaporation that could be achieved in the environment (Emax), expressed as a percentage (Belding and Hatch 1955). Equations are provided in table 1.

         


        Table 1. Equations used in the calculation of the Heat Stress Index (HSI) and Allowable Exposure Times (AET)

         

         

         

         

        Clothed

        Unclothed

        (1)  Radiation loss (R)

         

        for

        4.4

        7.3

        (2)  Convection loss (C)

         

        for

        4.6

        7.6

         

        (3)  Maximum evaporative loss ()

         

        (upper limit of 390 )

         

        for

        7.0

        11.7

         

        (4)  Required evaporation loss ()

         

         

         

         

        (5)  Heat stress index (HSI)

         

         

         

         

        (6)  Allowable exposure time (AET)

         

         

         

        where: M = metabolic power; = air temperature; = radiant temperature; = partial vapour pressure;  v = air velocity 


                                 

         

        The HSI as an index therefore is related to strain, essentially in terms of body sweating, for values between 0 and 100. At HSI = 100, evaporation required is the maximum that can be achieved, and thus represents the upper limit of the prescriptive zone. For HSI>100, there is body heat storage, and allowable exposure times are calculated based on a 1.8 ºC rise in core temperature (heat storage of 264 kJ). For HSI0 there is mild cold strain—for example, when workers recover from heat strain (see table 2).

        Table 2. Interpretation of Heat Stress Index (HSI) values

        HSI

        Effect of eight hour exposure

        –20

        Mild cold strain (e.g. recovery from heat exposure).

        0

        No thermal strain

        10-30

        Mild to moderate heat strain. Little effect on physical work but possible effect on skilled work

        40-60

        Severe heat strain, involving threat to health unless physically fit. Acclimatization required

        70-90

        Very severe heat strain. Personnel should be selected by medical examination. Ensure adequate water and salt intake

        100

        Maximum strain tolerated daily by fit acclimatized young men

        Over 100

        Exposure time limited by rise in deep body temperature

        An upper limit of 390 W/m2 is assigned to Emax (sweat rate of 1 l/h, taken to be the maximum sweat rate maintained over 8 h). Simple assumptions are made about the effects of clothing (long-sleeved shirt and trousers), and the skin temperature is assumed to be constant at 35ºC.

        The Index of Thermal Stress (ITS)

        Givoni (1963, 1976) provided the Index of Thermal Stress, which was an improved version of the Heat Stress Index. An important improvement is the recognition that not all sweat evaporates. (See “I. Index of thermal stress” in Case Study: Heat indices.)

        Required sweat rate

        A further theoretical and practical development of the HSI and ITS was the required sweat rate (SWreq) index (Vogt et al. 1981). This index calculated sweating required for heat balance from an improved heat balance equation but, most importantly, also provided a practical method of interpretation of calculations by comparing what is required with what is physiologically possible and acceptable in humans.

        Extensive discussions and laboratory and industrial evaluations (CEC 1988) of this index led to it being accepted as International Standard ISO 7933 (1989b). Differences between observed and predicted responses of workers led to the inclusion of cautionary notes concerning methods of assessing dehydration and evaporative heat transfer through clothing in its adoption as a proposed European Standard (prEN-12515). (See “II. Required sweat rate” in Case Study: Heat indices.)

        Interpretation of SWreq

        Reference values—in terms of what is acceptable, or what persons can achieve—are used to provide a practical interpretation of calculated values (see table 3).

        Table 3. Reference values for criteria of thermal stress and strain (ISO 7933, 1989b)

        Criteria

        Non-acclimatized subjects

        Acclimatized subjects

         

        Warning

        Danger

        Warning

        Danger

        Maximum skin wettedness

        wmax

        0.85

        0.85

        1.0

        1.0

        Maximum sweat rate

        Rest (M 65 Wm–2 )

        SWmax Wm–2 gh–1

        100

        150

        200

        300

         

        260

        390

        520

        780

        Work (M≥65 Wm–2 )

        SWmax Wm–2 gh–1

        200

        250

        300

        400

         

        520

        650

        780

        1,040

        Maximum heat storage

        Qmax

        Whm–2

        50

        60

        50

        60

        Maximum water loss

        Dmax

        Whm–2 g

        1,000

        1,250

        1,500

        2,000

         

        2,600

        3,250

        3,900

        5,200

         

        First, a prediction of skin wettedness (Wp), evaporation rate (Ep) and sweat rate (SWp) are made. Essentially, if what is calculated as required can be achieved, then these are predicted values (e.g., SWp = SWreq). If they cannot be achieved, the maximum values can be taken (e.g., SWp=SWmax). More detail is given in a decision flow chart (see figure 2).

        Figure 2.  Decision flow chart for  (required sweat rate).

        HEA080F2

        If required sweat rate can be achieved by persons and it will not cause unacceptable water loss, then there is no limit due to heat exposure over an 8-hour shift. If not, the duration-limited exposures (DLE) are calculated from the following:

        When Ep = Ereq and SWp = Dmax/8, then DLE = 480 mins and SWreq can be used as a heat stress index. If the above are not satisfied, then:

        DLE1 = 60Qmax/( EreqEp)

        DLE2 = 60Dmax/SWp

        DLE is the lower of DLE1 and DLE2. Fuller details are given in ISO 7933 (1989b).

        Other rational indices

        The SWreq index and ISO 7933 (1989) provide the most sophisticated rational method based on the heat balance equation, and they were major advances. More developments with this approach can be made; however, an alternative approach is to use a thermal model. Essentially, the New Effective Temperature (ET*) and Standard Effective Temperature (SET) provide indices based on the two-node model of human thermoregulation (Nishi and Gagge 1977). Givoni and Goldman (1972, 1973) also provide empirical prediction models for the assessment of heat stress.

        Empirical indices

        Effective temperature andcorrected effective temperature

        The Effective Temperature index (Houghton and Yaglou 1923) was originally established to provide a method for determining the relative effects of air temperature and humidity on comfort. Three subjects judged which of two climatic chambers was warmer by walking between the two. Using different combinations of air temperature and humidity (and later other parameters), lines of equal comfort were determined. Immediate impressions were made so the transient response was recorded. This had the effect of over-emphasizing the effect of humidity at low temperatures and underestimating it at high temperatures (when compared with steady-state responses). Although originally a comfort index, the use of the black globe temperature to replace dry bulb temperature in the ET nomograms provided the Corrected Effective Temperature (CET) (Bedford 1940). Research reported by Macpherson (1960) suggested that the CET predicted physiological effects of increasing mean radiant temperature. ET and CET are now rarely used as comfort indices but have been used as heat stress indices. Bedford (1940) proposed CET as an index of warmth, with upper limits of 34ºC for “reasonable efficiency” and 38.6ºC for tolerance. Further investigation, however, showed that ET had serious disadvantages for use as a heat stress index, which led to the Predicted Four Hour Sweat Rate (P4SR) index.

        Predicted Four Hour Sweat Rate

        The Predicted Four Hour Sweat Rate (P4SR) index was established in London by McArdle et al. (1947) and evaluated in Singapore in 7 years of work summarized by Macpherson (1960). It is the amount of sweat secreted by fit, acclimatized young men exposed to the environment for 4 hours while loading guns with ammunition during a naval engagement. The single number (index value) which summarizes the effects of the six basic parameters is an amount of sweat from the specific population, but it should be used as an index value and not as an indication of an amount of sweat in an individual group of interest.

        It was acknowledged that outside of the prescriptive zone (e.g., P4SR>5 l) sweat rate was not a good indicator of strain. The P4SR nomograms (figure 3) were adjusted to attempt to account for this. The P4SR appears to have been useful under the conditions for which it was derived; however, the effects of clothing are over-simplified and it is most useful as a heat storage index. McArdle et al. (1947) proposed a P4SR of 4.5 l for a limit where no incapacitation of any fit, acclimatized young men occurred.

        Figure 3.  Nomogram for the prediction of the "predicted 4-hour sweat rate" (P4SR).

        HEA080F3

        Heart rate prediction as an index

        Fuller and Brouha (1966) proposed a simple index based on the prediction of heart rate (HR) in beats per minute. The relationship as originally formulated with metabolic rate in BTU/h and partial vapour pressure in mmHg provided a simple prediction of heart rate from (T + p), hence the T + p index.

        Givoni and Goldman (1973) also provide equations for changing heart rate with time and also corrections for degree of acclimatization of subjects, which are given in Case Study" Heat Indices under “IV. Heart rate”.

        A method of work and recovery heart rate is described by NIOSH (1986) (from Brouha 1960 and Fuller and Smith 1980, 1981). Body temperature and pulse rates are measured during recovery following a work cycle or at specified times during the working day. At the end of a work cycle the worker sits on a stool, oral temperature is taken and the following three pulse rates are recorded:

        P1—pulse rate counted from 30 seconds to 1 minute

        P2—pulse rate counted from 1.5 to 2 minutes

        P3—pulse rate counted from 2.5 to 3 minutes

        The ultimate criterion in terms of heat strain is an oral temperature of 37.5 ºC.

        If P3≤90 bpm and P3P1 = 10 bpm, this indicates work level is high but there is little increase in body temperature. If P3>90 bpm and P3P110 bpm, the stress (heat + work) is too high and action is needed to redesign work.

        Vogt et al. (1981) and ISO 9886 (1992) provide a model (table 4) using heart rate for assessing thermal environments:

        Table 4. Model using heart rate to assess heat stress

        Total heart rate

        Activity level

        HR0

        Rest (thermal neutrality)

        HR0 + HRM

        Work

        HR0 + HRS

        Static exertion

        HR0 + HRt

        Thermal strain

        HR0 + HRN

        Emotion (psychological)

        HR0 + HRe

        Residual

        Based on Vogt et al. (1981) and ISO 9886 (1992).

        The component of thermal strain (possible heat stress index) can be calculated from:

        HRt = HRrHR0

        where HRr is heart rate after recovery and HR0 is the resting heart rate in a thermally neutral environment.

        Direct Heat Stress Indices

        The Wet Bulb Globe Temperature index

        The Wet Bulb Globe Temperature (WBGT) index is by far the most widely used throughout the world. It was developed in a US Navy investigation into heat casualties during training (Yaglou and Minard 1957) as an approximation to the more cumbersome Corrected Effective Temperature (CET), modified to account for the solar absorptivity of green military clothing.

        WBGT limit values were used to indicate when military recruits could train. It was found that heat casualties and time lost due to cessation of training in the heat were both reduced by using the WBGT index instead of air temperature alone. The WBGT index was adopted by NIOSH (1972), ACGIH (1990) and ISO 7243 (1989a) and is still proposed today. ISO 7243 (1989a), based on the WBGT index, provides a method easily used in a hot environment to provide a “fast” diagnosis. The specification of the measuring instruments is provided in the standard, as are WBGT limit values for acclimatized or non- acclimatized persons (see table 5). For example, for a resting acclimatized person in 0.6 clo, the limit value is 33ºC WBGT. The limits provided in ISO 7243 (1989a) and NIOSH 1972 are almost identical. Calculation of the WBGT index is given in section V of the accompanying Case Study: Heat Indices.

        Table 5. WBGT reference values from ISO 7243 (1989a)

        Metabolic rate M (Wm–2 )

        Reference value of WBGT

         

        Person acclimatized to
        heat (°C)

        Person not acclimatized to
        heat (°C)

        0.  Resting M≤65

        33

         

        32

         

        1.  65M≤130

        30

         

        29

         

        2.  130M≤200

        28

         

        26

         
         

        No sensible air movement

        Sensible air movement

        No sensible air movement

        Sensible air movement

        3.  200M260

        25

        26

        22

        23

        4.  M>260

        23

        25

        18

        20

        Note: The values given have been established allowing for a maximum rectal temperature of 38°C for the persons concerned.

        The simplicity of the index and its use by influential bodies has led to its widespread acceptance. Like all direct indices it has limitations when used to simulate human response, and should be used with caution in practical applications. It is possible to buy portable instruments which determine the WBGT index (e.g., Olesen 1985).

        Physiological heat exposure limit (PHEL)

        Dasler (1974, 1977) provides WBGT limit values based on a prediction of exceeding any two physiological limits (from experimental data) of impermissible strain. The limits are given by:

        PHEL=(17.25×108–12.97M×106+18.61M2 ×103WBGT–5.36

        This index therefore uses the WBGT direct index in the environmentally driven zone (see Figure 4), where heat storage can occur.

        Wet globe temperature (WGT) index

        The temperature of a wet black globe of appropriate size can be used as an index of heat stress. The principle is that it is affected by both dry and evaporative heat transfer, as is a sweating man, and the temperature can then be used, with experience, as a heat stress index. Olesen (1985) describes WGT as the temperature of a 2.5 inch (63.5 mm) diameter black globe covered with a damp black cloth. The temperature is read when equilibrium is reached after about 10 to 15 minutes of exposure. NIOSH (1986) describe the Botsball (Botsford 1971) as the simplest and most easily read instrument. It is a 3-inch (76.2 mm) copper sphere covered by a black cloth kept at 100% wettedness from a self-feeding water reservoir. The sensing element of a thermometer is located at the centre of the sphere, and the temperature is read on a (colour coded) dial.

        A simple equation relating WGT to WBGT is:

         

        WBGT = WGT + 2 ºC

        for conditions of moderate radiant heat and humidity (NIOSH 1986), but of course this relationship cannot hold over a wide range of conditions.

        The Oxford Index

        Lind (1957) proposed a simple, direct index used for storage- limited heat exposure and based on a weighted summation of aspirated wet bulb temperature (Twb) and dry bulb temperature (Tdb):

        WD = 0.85 Twb + 0.15 Tdb

        Allowable exposure times for mine rescue teams were based on this index. It is widely applicable but is not appropriate where there is significant thermal radiation.

        Working Practices for Hot Environments

        NIOSH (1986) provides a comprehensive description of working practices for hot environments, including preventive medical practices. A proposal for medical supervision of individuals exposed to hot or cold environments is provided in ISO CD 12894 (1993). It should always be remembered that it is a basic human right, which was affirmed by the 1985 Declaration of Helsinki, that, when possible, persons can withdraw from any extreme environment without need of explanation. Where exposure does take place, defined working practices will greatly improve safety.

        It is a reasonable principle in environmental ergonomics and in industrial hygiene that, where possible, the environmental stressor should be reduced at the source. NIOSH (1986) divides control methods into five types. These are presented in table 6.

        Table 6. Working practices for hot environments

        A. Engineering controls

        Example

        1. Reduce heat source

        Move away from workers or reduce temperature. Not always practicable.

        2. Convective heat control

        Modify air temperature and air movements. Spot coolers may be useful.

        3. Radiant heat control

        Reduce surface temperatures or place reflective shield between radiant source and workers. Change emissivity of surface. Use doors that open only when access required.

        4. Evaporative heat control

        Increase air movement, decrease water vapour pressure. Use fans or air conditioning. Wet clothing and blow air across person.

        B. Work and hygiene practices
        and administrative controls

        Example

        1. Limiting exposure time and/or
        temperature

        Perform jobs at cooler times of day and year. Provide cool areas for rest and recovery. Extra personnel, worker freedom to interrupt work, increase water intake.

        2. Reduce metabolic heat load

        Mechanization. Redesign job. Reduce work time. Increase workforce.

        3. Enhance tolerance time

        Heat acclimatization program. Keep workers physically fit. Ensure water loss is replaced and maintain electrolyte balance if necessary.

        4. Health and safety training

        Supervisors trained in recognizing signs of heat illness and in first aid. Basic instruction to all personnel on personal precautions, use of protective equipment and effects of non-occupational factors (e.g. alcohol). Use of a “buddy” system. Contingency plans for treatment should be in place.

        5. Screening for heat intolerance

        History of previous heat illness. Physically unfit.

        C. Heat alert program

        Example

        1. In spring establish heat alert
        committee (industrial  physician
        or nurse, industrial hygienist,
        safety engineer,  operation
        engineer, high ranking manager)

        Arrange training course. Memos to supervisors to make checks of drinking fountains, etc. Check facilities, practices, readiness, etc.

        2. Declare heat alert in predicted
        hot weather spell

        Postpone non-urgent tasks. Increase workers, increase rest. Remind workers to drink. Improve working practices.

        D. Auxiliary body cooling and protective clothing

        Use if it is not possible to modify worker, work or environment and heat stress is still beyond limits. Individuals should be fully heat acclimatized and well trained in use and practice of wearing the protective clothing. Examples are water-cooled garments, air-cooled garments, ice-packet vests and wetted overgarments.

        E. Performance degradation

        It must be remembered that wearing protective clothing that is providing protection from toxic agents will increase heat stress. All clothing will interfere with activities and may reduce performance (e.g. reducing the ability to receive sensory information hence impairing hearing and vision for example).

        Source: NIOSH 1986.

        There has been a great deal of military research into so-called NBC (nuclear, biological, chemical) protective clothing. In hot environments it is not possible to remove the clothing, and working practices are very important. A similar problem occurs for workers in nuclear power stations. Methods of cooling workers quickly so that they are able to perform again include sponging the outer surface of the clothing with water and blowing dry air over it. Other techniques include active cooling devices and methods for cooling local areas of the body. The transfer of military clothing technology to industrial situations is a new innovation, but much is known, and appropriate working practices can greatly reduce risk.

         

        Table 7.  Equations used in the calculation of the index and assessment method of ISO 7933 (1989b)

        for natural convection

        or  , for an approximation or when values are beyond limits for which the equation was derived.

        ____________________________________________________________________________________

        Table 8. Description of terms used in ISO 7933 (1989b)

        Symbol

        Term

        Units

        fraction of skin surface involved in heat exchange by radiation

        ND

        C

        heat exchange on the skin by convection  

        Wm−2

        respiratory heat loss by convection

        Wm−2

        E

        heat flow by evaporation at skin surface

        Wm−2

        maximum evaporative rate which can be achieved with the skin completely wet

        Wm−2

        required evaporation for thermal equilibrium

        Wm−2

        respiratory heat loss by evaporation

        Wm−2

        skin emissivity (0.97)

        ND

        reduction factor for sensible heat exchange due to clothing

        ND

        reduction factor for latent heat exchange

        ND

        ratio of the subject’s clothed to unclothed surface area

        ND

        convective heat transfer coefficient

        evaporative heat transfer coefficient

        radiative heat transfer coefficient

        basic dry thermal insulation of clothing

        K

        heat exchange on the skin by conduction

        Wm−2

        M

        metabolic power

        Wm−2

        partial vapour pressure

        kPa

        saturated vapour pressure at skin temperature

        kPa

        R

        heat exchange on the skin by radiation

        Wm−2

        total evaporative resistance of limiting layer of air and clothing

        evaporative efficiency at required sweat rate

        ND

        required sweat rate for thermal equilibrium

        Wm−2

        Stefan-Boltzman constant, 

        air temperature

        mean radiant temperature

        mean skin temperature

        air velocity for a stationary subject

        relative air velocity

        W

        mechanical power

        Wm−2

        skin wettedness

        ND

        skin wettedness required

        ND

        ND = non-dimensional.

        Working Practices for Hot Environments

        NIOSH (1986) provides a comprehensive description of working practices for hot environments, including preventive medical practices. A proposal for medical supervision of individuals exposed to hot or cold environments is provided in ISO CD 12894 (1993). It should always be remembered that it is a basic human right, which was affirmed by the 1985Declaration of Helsinki, that, when possible, persons can withdraw from any extreme environment without need of explanation. Where exposure does take place, defined working practices will greatly improve safety.

        It is a reasonable principle in environmental ergonomics and in industrial hygiene that, where possible, the environmental stressor should be reduced at the source. NIOSH (1986) divides control methods into five types. These are presented in table 7.There has been a great deal of military research into so-called NBC (nuclear, biological, chemical) protective clothing. In hot environments it is not possible to remove the clothing, and working practices are very important. A similar problem occurs for workers in nuclear power stations. Methods of cooling workers quickly so that they are able to perform again include sponging the outer surface of the clothing with water and blowing dry air over it. Other techniques include active cooling devices and methods for cooling local areas of the body. The transfer of military clothing technology to industrial situations is a new innovation, but much is known, and appropriate working practices can greatly reduce risk.

        Assessment of a Hot Environment Using ISO Standards

        The following hypothetical example demonstrates how ISO standards can be used in the assessment of hot environments (Parsons 1993):

        Workers in a steel mill perform work in four phases. They don clothing and perform light work for 1 hour in a hot radiant environment. They rest for 1 hour, then perform the same light work for an hour shielded from the radiant heat. They then perform work involving a moderate level of physical activity in a hot radiant environment for 30 minutes.

        ISO 7243 provides a simple method for monitoring the environment using the WBGT index. If the calculated WBGT levels are less than the WBGT reference values given in the standard, then no further action is required. If the levels exceed the reference values (table 6) then the strain on the workers must be reduced. This can be achieved by engineering controls and working practices. A complementary or alternative action is to conduct an analytical assessment according to ISO 7933.

        The WBGT values for the work are presented in table 9 and were measured according to the specifications given in ISO 7243 and ISO 7726. The environmental and personal factors relating to the four phases of the work are presented in table 10.

        Table 9. WBGT values (°C) for four work phases

        Work phase (minutes)

        WBGT = WBGTank + 2 WBGTabd + WBGThd

        WBGT reference

        0–60

        25

        30

        60–90

        23

        33

        90–150

        23

        30

        150–180

        30

        28

         

        Table 10. Basic data for the analytical assessment using ISO 7933

        Work phase (minutes)

        ta (°C)

        tr (°C)

        Pa (Kpa)

        v

        (ms–1 )

        clo

        (clo)

        Act

        (Wm–2 )

        0–60

        30

        50

        3

        0.15

        0.6

        100

        60–90

        30

        30

        3

        0.05

        0.6

        58

        90–150

        30

        30

        3

        0.20

        0.6

        100

        150–180

        30

        60

        3

        0.30

        1.0

        150

         

        It can be seen that for part of the work the WBGT values exceed those of the reference values. It is concluded that a more detailed analysis is required.

        The analytical assessment method presented in ISO 7933 was performed using the data presented in table 10 and the computer program listed in the annex of the standard. The results for acclimatized workers in terms of alarm level are presented in table 11.

        Table 11. Analytical assessment using ISO 7933

        Work phase
        (minutes)

        Predicted values

        Duration
        limited
        exposure
        (minutes)

        Reason for
        limit

         

        tsk (°C)

        W (ND)

        SW (gh–1 )

         

        0–60

        35.5

        0.93

        553

        423

        Water loss

        60–90

        34.6

        0.30

        83

        480

        No limit

        90–150

        34.6

        0.57

        213

        480

        No limit

        150–180

        35.7

        1.00

        566

        45

        Body temperature

        Overall

        0.82

        382

        480

        No limit

         

        An overall assessment therefore predicts that unacclimatized workers suitable for the work could carry out an 8-hour shift without undergoing unacceptable (thermal) physiological strain. If greater accuracy is required, or individual workers are to be assessed, then ISO 8996 and ISO 9920 will provide detailed information concerning metabolic heat production and clothing insulation. ISO 9886 describes methods for measuring physiological strain on workers and can be used to design and assess environments for specific workforces. Mean skin temperature, internal body temperature, heart rate and mass loss will be of interest in this example. ISO CD 12894 provides guidance on medical supervision of an investigation.

         

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        Thursday, 17 March 2011 00:35

        Heat Exchange Through Clothing

        In order to survive and work under colder or hotter conditions, a warm climate at the skin surface must be provided by means of clothing as well as artificial heating or cooling. An understanding of the mechanisms of heat exchange through clothing is necessary to design the most effective clothing ensembles for work at extreme temperatures.

        Clothing Heat Transfer Mechanisms

        The nature of clothing insulation

        Heat transfer through clothing, or conversely the insulation of clothing, depends largely on the air that is trapped in and on the clothing. Clothing consists, as a first approximation, of any sort of material that offers a grip to air layers. This statement is approximate because some material properties are still relevant. These relate to the mechanical construction of the fabrics (for instance wind resistance and the ability of fibres to support thick fabrics), and to intrinsic properties of fibres (for instance, absorption and reflection of heat radiation, absorption of water vapour, wicking of sweat). For not too extreme environmental conditions the merits of various fibre types are often overrated.

        Air layers and air motion

        The notion that it is air, and in particular still air, that provides insulation, suggests that thick air layers are beneficial for insulation. This is true, but the thickness of air layers is physically limited. Air layers are formed by adhesion of gas molecules to any surface, by cohesion of a second layer of molecules to the first, and so on. However, the binding forces between subsequent layers are less and less, with the consequence that the outer molecules are moved by even tiny external motions of air. In quiet air, air layers may have a thickness up to 12 mm, but with vigorous air motion, as in a storm, the thickness decreases to less than 1 mm. In general there is a square-root relationship between thickness and air motion (see “Formulae and Definitions”). The exact function depends on the size and shape of the surface.

        Heat conduction of still and moving air

        Still air acts as an insulating layer with a conductivity that is constant, regardless of the shape of the material. Disturbance of air layers leads to loss of effective thickness; this includes disturbances not only due to wind, but also due to the motions of the wearer of the clothing—displacement of the body (a component of wind) and motions of body parts. Natural convection adds to this effect. For a graph showing the effect of air velocity on the insulating ability of a layer of air, see figure 1.

        Figure 1.  Effect of air velocity on insulating ability of an air layer.

        HEA020F1

        Heat transfer by radiation

        Radiation is another important mechanism for heat transfer. Every surface radiates heat, and absorbs heat that is radiated from other surfaces. Radiant heat flow is approximately proportional to the temperature difference between the two exchanging surfaces. A clothing layer between the surfaces will interfere with radiative heat transfer by intercepting the energy flow; the clothing will reach a temperature that is about the average of the temperatures of the two surfaces, cutting the temperature difference between them in two, and therefore the radiant flow is decreased by a factor of two. As the number of intercepting layers is increased, the rate of heat transfer is decreased.

        Multiple layers are thus effective in reducing radiant heat transfer. In battings and fibre fleeces radiation is intercepted by distributed fibres, rather than a fabric layer. The density of the fibre material (or rather the total surface of fibre material per volume of fabric) is a critical parameter for radiation transfer inside such fibre fleeces. Fine fibres provide more surface for a given weight than coarse fibres.

        Fabric insulation

        As a result of the conductivities of enclosed air and radiation transfer, fabric conductivity is effectively a constant for fabrics of various thicknesses and bindings. The heat insulation is therefore proportional to the thickness.

        Vapour resistance of air and fabrics

        Air layers also create a resistance to the diffusion of evaporated sweat from humid skin to the environment. This resistance is roughly proportional to the thickness of the clothing ensemble. For fabrics, the vapour resistance is dependent on the enclosed air and the density of the construction. In real fabrics, high density and great thickness never go together. Due to this limitation it is possible to estimate the air equivalent of fabrics that do not contain films or coatings (see figure 8). Coated fabrics or fabrics laminated to films may have unpredictable vapour resistance, which should be determined by measurement.

        Figure 2. Relationship between thickness and vapour resistance (deq) for fabrics without coatings.

        HEA020F2

        From Fabric and Air Layers to Clothing

        Multiple layers of fabric

        Some important conclusions from the heat transfer mechanisms are that highly insulating clothing is necessarily thick, that high insulation may be obtained by clothing ensembles with multiple thin layers, that a loose fit provides more insulation than a tight fit, and that insulation has a lower limit, set by the air layer that adheres to the skin.

        In cold-weather clothing it is often hard to obtain thickness by using thin fabrics only. A solution is to create thick fabrics, by mounting two thin shell fabrics to a batting. The purpose of the batting is to create the air layer and keep the air inside as still as possible. There is also a drawback to thick fabrics: the more the layers are connected, the stiffer the clothing becomes, thereby restricting motion.

        Clothing variety

        The insulation of a clothing ensemble depends to a large extent on the design of the clothing. Design parameters which affect insulation are number of layers, apertures, fit, distribution of insulation over the body and exposed skin. Some material properties such as air permeability, reflectivity and coatings are important as well. Furthermore, wind and activity change the insulation. Is it possible to give an adequate description of clothing for the purpose of prediction of comfort and tolerance of the wearer? Various attempts have been made, based on different techniques. Most estimates of complete ensemble insulation have been made for static conditions (no motion, no wind) on indoor ensembles, because the available data were obtained from thermal mannequins (McCullough, Jones and Huck 1985). Measurements on human subjects are laborious, and results vary widely. Since the mid-1980s reliable moving mannequins have been developed and used (Olesen et al. 1982; Nielsen, Olesen and Fanger 1985). Also, improved measurement techniques allowed for more accurate human experiments. A problem that still has not been overcome completely is proper inclusion of sweat evaporation in the evaluation. Sweating mannequins are rare, and none of them has a realistic distribution of sweat rate over the body. Humans sweat realistically, but inconsistently.

        Definition of clothing insulation

        Clothing insulation (Icl in units of m2K/W) for steady state conditions, without radiation sources or condensation in the clothing, is defined in "Formulae and Definitions." Often I is expressed in the unit clo (not a standard international unit). One clo equals 0.155 m2K/W. The use of the unit clo implicitly means that it relates to the whole body and thus includes heat transfer by exposed body parts.

        I is modified by motion and wind, as explained earlier, and after correction the result is called resultant insulation. This is a frequently used but not generally accepted term.

        Distribution of clothing over the body

        Total heat transfer from the body includes heat that is transferred by exposed skin (usually head and hands) and heat passing through the clothing. Intrinsic insulation (see "Formulae and Definitions") is calculated over the total skin area, not only the covered part. Exposed skin transfers more heat than covered skin and thus has a profound influence on the intrinsic insulation. This effect is enhanced by increasing wind speed. Figure 3 shows how the intrinsic insulation decreases successively due to curvature of body shapes (outer layers less effective than inner), exposed body parts (additional pathway for heat transfer) and increased wind speed (less insulation, in particular for exposed skin) (Lotens 1989). For thick ensembles the reduction in insulation is dramatic.

        Figure 3. Intrinsic insulation, as it is influenced by body curvature, bare skin and wind speed.

        HEA020F3

        Typical ensemble thickness and coverage

        Apparently both the insulation thickness and the skin coverage are important determinants of heat loss. In real life the two are correlated in the sense that winter clothing is not only thicker, but also covers a larger proportion of the body than summer wear. Figure 4 demonstrates how these effects together result in an almost linear relation between clothing thickness (expressed as volume of insulation material per unit of clothing area) and insulation (Lotens 1989). The lower limit is set by the insulation of the adjacent air and the upper limit by usability of the clothing. Uniform distribution may provide the best insulation in the cold, but it is impractical to have much weight and bulk on the limbs. Therefore the emphasis is often on the trunk, and the sensitivity of local skin to cold is adapted to this practice. Limbs play an important role in controlling human heat balance, and high insulation of the limbs limits the effectiveness of this regulation.

        Figure 4. Total insulation resulting from clothing thickness and distribution over the body.

        HEA020F4

        Ventilation of clothing

        Trapped air layers in the clothing ensemble are subject to motion and wind, but to a different degree than the adjacent air layer. Wind creates ventilation in the clothing, both as air penetrating the fabric and by passing through apertures, while motion increases internal circulation. Havenith, Heus and Lotens (1990) found that inside clothing, motion is a stronger factor than in the adjacent air layer. This conclusion is dependent on the air permeability of the fabric, however. For highly air-permeable fabrics, ventilation by wind is considerable. Lotens (1993) showed that ventilation can be expressed as a function of effective wind speed and air permeability.

        Estimates of Clothing Insulation and Vapour Resistance

        Physical estimates of clothing insulation

        Thickness of a clothing ensemble provides a first estimate of insulation. Typical conductivity of an ensemble is 0.08 W/mK. At an average thickness of 20 mm, that results in an Icl of 0.25 m2K/W, or 1.6 clo. However, loose-fitting parts, such as trousers or sleeves, have a much higher conductivity, more on the order of 0.15, whereas tightly packed clothing layers have a conductivity of 0.04, the famous 4 clo per inch reported by Burton and Edholm (1955).

        Estimates from tables

        Other methods use table values for clothing items. These items have been measured previously on a mannequin. An ensemble under investigation has to be separated into its components, and these have to be looked up in the table. Making an incorrect choice of the most similar tabulated clothing item may cause errors. In order to obtain the intrinsic insulation of the ensemble, the single insulation values have to be put in a summation equation (McCullough, Jones and Huck 1985).

        Clothing surface area factor

        In order to calculate total insulation, fcl has to be estimated (see "Formulae and Definitions"). A practical experimental estimate is to measure the clothing surface area, make corrections for overlapping parts, and divide by total skin area (DuBois and DuBois 1916). Other estimates from various studies show that fcl increases linearly with intrinsic insulation.

        Estimate of vapour resistance

        For a clothing ensemble, vapour resistance is the sum of resistance of air layers and clothing layers. Usually the number of layers varies over the body, and the best estimate is the area-weighted average, including exposed skin.

        Relative vapour resistance

        Evaporative resistance is less frequently used than I, because few measurements of Ccl (or Pcl) are available. Woodcock (1962) avoided this problem by defining the water vapour permeability index im as the ratio of I and R, related to the same ratio for a single air layer (this latter ratio is nearly a constant and known as the psychrometric constant S, 0.0165 K/Pa, 2.34 Km3/g or 2.2 K/torr); im= I/(R·S). Typical values for im for non-coated clothing, determined on mannequins, are 0.3 to 0.4 (McCullough, Jones and Tamura 1989). Values for im for fabric composites and their adjacent air can be measured relatively simply on a wet hotplate apparatus, but the value is actually dependent on air flow over the apparatus and the reflectivity of the cabinet in which it is mounted. Extrapolation of the ratio of R and I for clothed humans from measurements on fabrics to clothing ensembles (DIN 7943-2 1992) is sometimes attempted. This is a technically complicated matter. One reason is that R is proportional only to the convective part of I, so that careful corrections have to be made for radiative heat transfer. Another reason is that trapped air between fabric composites and clothing ensembles may be different. In fact, vapour diffusion and heat transfer can be better treated separately.

        Estimates by articulated models

        More sophisticated models are available to calculate insulation and water vapour resistance than the above-explained methods. These models calculate local insulation on the basis of physical laws for a number of body parts and integrate these to intrinsic insulation for the whole human shape. For this purpose the human shape is approximated by cylinders (figure ). The model by McCullough, Jones and Tamura (1989) requires clothing data for all layers in the ensemble, specified per body segment. The CLOMAN model of Lotens and Havenith (1991) requires fewer input values. These models have similar accuracy, which is better than any of the other methods mentioned, with the exception of experimental determination. Unfortunately and inevitably the models are more complex than would be desirable in a widely accepted standard.

        Figure 5. Articulation of human shape in cylinders.

        HEA020F5

        Effect of activity and wind

        Lotens and Havenith (1991) also provide modifications, based on literature data, of the insulation and vapour resistance due to activity and wind. Insulation is lower while sitting than standing, and this effect is larger for highly insulating clothing. However, motion decreases insulation more than posture does, depending on the vigour of the movements. During walking both arms and legs move, and the reduction is larger than during cycling, when only the legs move. Also in this case, the reduction is larger for thick clothing ensembles. Wind decreases insulation the most for light clothing and less for heavy clothing. This effect might relate to the air permeability of the shell fabric, which is usually less for cold-weather gear.

        Figure 8 shows some typical effects of wind and motion on vapour resistance for rainwear. There is no definite agreement in the literature about the magnitude of motion or wind effects. The importance of this subject is stressed by the fact that some standards, such as ISO 7730 (1994), require resultant insulation as an input when applied for active persons, or persons exposed to significant air motion. This requirement is often overlooked.

        Figure 6. Decrease in vapour resistance with wind and walking for various rainwear.

        HEA020F6

        Moisture Management

        Effects of moisture absorption

        When fabrics can absorb water vapour, as most natural fibres do, clothing works as a buffer for vapour. This changes the heat transfer during transients from one environment to another. As a person in non-absorbing clothing steps from a dry to a humid environment, the evaporation of sweat decreases abruptly. In hygroscopic clothing the fabric absorbs vapour, and the change in evaporation is only gradual. At the same time the absorption process liberates heat in the fabric, increasing its temperature. This reduces the dry heat transfer from the skin. In first approximation, both effects cancel each other, leaving the total heat transfer unchanged. The difference with non-hygroscopic clothing is the more gradual change in evaporation from the skin, with less risk of sweat accumulation.

        Vapour absorption capacity

        Absorption capacity of fabric depends on the fibre type and the fabric mass. Absorbed mass is roughly proportional to the relative humidity, but is higher above 90%. The absorption capacity (called regain) is expressed as the amount of water vapour that is absorbed in 100 g of dry fibre at the relative humidity of 65%. Fabrics can be classified as follows:

          • low absorption—acrylic, polyester (1 to 2 g per 100 g)
          • intermediate absorption—nylon, cotton, acetate (6 to 9 g per 100 g)
          • high absorption—silk, flax, hemp, rayon, jute, wool (11 to 15 g per 100 g).

               

              Water uptake

              Water retention in fabrics, often confused with vapour absorption, obeys different rules. Free water is loosely bound to fabric and spreads well sideways along capillaries. This is known as wicking. Transfer of liquid from one layer to another takes place only for wet fabrics and under pressure. Clothing may be wetted by non-evaporated (superfluous) sweat that is taken up from the skin. The liquid content of fabric may be high and its evaporation at a later moment a threat to the heat balance. This typically happens during rest after hard work and is known as after-chill. The ability of fabrics to hold liquid is more related to fabric construction than to fibre absorption capacity, and for practical purposes is usually sufficient to take up all the superfluous sweat.

              Condensation

              Clothing may get wet by condensation of evaporated sweat at a particular layer. Condensation occurs if the humidity is higher than the local temperature allows. In cold weather that will often be the case at the inside of the outer fabric, in extreme cold even in deeper layers. Where condensation takes place, moisture accumulates, but the temperature increases, as it does during absorption. The difference between condensation and absorption, however, is that absorption is a temporary process, whereas condensation may continue for extended times. Latent heat transfer during condensation may contribute very significantly to heat loss, which may or may not be desirable. The accumulation of moisture is mostly a drawback, because of discomfort and risk of after-chill. For profuse condensation, the liquid may be transported back to the skin, to evaporate again. This cycle works as a heat pipe and may strongly reduce the insulation of the underclothing.

              Dynamic Simulation

              Since the early 1900s many standards and indices have been developed to classify clothing and climates. Almost without exception these have dealt with steady states—conditions in which the climate and work were maintained long enough for a person to develop a constant body temperature. This type of work has become rare, due to improved occupational health and work conditions. The emphasis has shifted to short-duration exposure to harsh circumstances, often related to calamity management in protective clothing.

              There is thus a need for dynamic simulations involving clothing heat transfer and thermal strain of the wearer (Gagge, Fobelets and Berglund 1986). Such simulations can be carried out by means of dynamic computer models that run through a specified scenario. Among the most sophisticated models to date with respect to clothing is THDYN (Lotens 1993), which allows for a wide range of clothing specifications and has been updated to include individual characteristics of the simulated person (figure 9). More models may be expected. There is a need, however, for extended experimental evaluation, and running such models is the work of experts, rather than the intelligent layperson. Dynamic models based on the physics of heat and mass transfer include all heat transfer mechanisms and their interactions—vapour absorption, heat from radiant sources, condensation, ventilation, moisture accumulation, and so on—for a wide range of clothing ensembles, including civil, work and protective clothing.

              Figure 7. General description of a dynamic thermal model.

              HEA020F7

               

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