Cibse
Cibse
†The Bartlett School of Graduate Studies, University College London, Gower Street, London WC1E 6BT
‡ School of Construction, South Bank University, 202 Wandsworth Road, London, SW8 2JZ
Summary
million dwellings in England resulting in poor occupant health and substantial damage
Condensation Targeter, to predict the internal surface relative humidity and risk of
mould growth in dwellings. The impact of cold bridging, seasonal variations, variable
moisture production and hygroscopic materials are reviewed (but not interstitial
dwellings carried out. Results indicate that a steady-state model utilising Bredem-8 to
shows good (± 10%) agreement with monitored data. A model sensitivity study shows
that variations in occupant heating and density can be as, or even more, important in
1
List of symbols
T Temperature (° C)
U U-value (Wm-2K-1)
ψsvp Vapour content of the air at saturation vapour pressure (kg kg-1)
Subscripts
i inside
o outside
s internal surface
2
1 Introduction
of English housing(1). Similar levels are also reported in other Northern European
countries(2). There is now increasing evidence that living in such damp dwellings can
refurbishing existing properties require some mechanism for assessing the impact of
design changes on the risk of mould growth. The problems of mould growth in
dwellings are not purely technical but are related to the way that dwellings are used,
which in turn is linked to the price of fuel, changes in lifestyle and occupant densities.
Tools are required to assess these issues as well as the impact of technical changes to
Various moisture models, ranging from simple steady-state calculations to two and
developed(5) and some moisture models have been integrated with transient thermal
models(6). All such models can play a significant role in research. However, at present
only simpler techniques are useful for design and policy making since much of the
detail required for the more complex models is often not available at the crucial stages
of design. Therefore, the accuracy of simple models needs to be assessed. One such
program has been used by local authorities and consultants and has been used as
evidence in court cases(9). The original research indicated the limitations of such a
simple model(7) and also stated that any such model required some validation. Given
3
the demand for a model, this paper examines the limitations of Condensation
This paper investigates the occurrence of surface mould growth and does not
2 Condensation Targeter
enhanced model was to produce a computer package for use by those responsible for
the maintenance and design of housing, predominately for rent, to assess the risk of
surface condensation and mould growth. The model takes into account both the
dwelling and occupant characteristics and is able to assess the impact of remedial
model only deals with the risk of high humidities and condensation at the surface of
the building façade as a result of internally generated moisture and does not deal with
2.1 Limitations
most practical solution integrating the existing knowledge. However, the authors were
4
aware that the model required validation against measured data and that there were
1. The use of mean winter conditions for temperature and moisture levels may not
model the most critical conditions. Intermittent heating, changing external climatic
conditions and the hygroscopic properties of the building fabric and furnishings
may result in conditions suitable for mould growth but not characterised as a
2. The model predicts mean conditions within two zones of the building. Spatial
averaging does not account for high condensation risk in specific rooms of a
dwelling and at areas of fabric with high local heat loss such as cold bridges.
3. The model assumes a fixed ventilation rate, yet seasonal variations in ventilation
may have an impact on the internal moisture content, as may local ventilation such
as extract fans.
Research into some of these issues over the last decade means that substantial
moisture and mould model. These improvements are outlined in detail in the
following section.
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3.1 Criteria for mould growth
Mould requires oxygen, food, spores and water to germinate and grow. However,
water availability is the primary factor controlling mould growth in buildings. Spores
are always present in the outside and even in the winter concentrations rarely drop
below a few hundred spores per cubic metre of air(10). Oxygen is available in buildings
and even a small layer of grease, as found on most building surfaces, provides an
adequate quantity of food for mould to grow. The availability of moisture is therefore
the critical factor. The best information currently available is that a surface
surrounded and at equilibrium with a relative humidity greater than 80%(2)(40) for a
grow on most common building surface materials, such as emulsion coated plaster or
such as glass and metals require 100% relative humidity and condensation to occur.
6
Temperature has a slight effect on mould growth requirements. Generally, within the
mould requires a higher relative humidity to grow. However, this is not true for all
types of mould and it should not be assumed that the critical condition is vapour
There is considerable anecdotal evidence that air movement can have an impact on
mould growth yet very little scientific data exists. Surfaces behind obstructions and
corners are generally the first place for mould to start growing. However, this growth
can normally be explained due to the modified heat transfer at these surfaces as a
result of the fabric structure and not air movement. For example, the internal heat
transfer coefficient on an unobstructed wall can be 4 times higher than that behind
furniture where there is no air flow(12). It is worth noting, however, that the vapour
transfer coefficient is also related to the heat transfer coefficient by the Lewis
The majority of studies examining the critical conditions for mould to grow have been
If, for example, the surface relative humidity is 90% for 20% of the time but the
average surface relative humidity is below 80%, this may be sufficient for mould to
grow even though the average surface relative humidity indicates that it will not. For
this reason, at present, transient models offer little practical advantage in predicting
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Condensation Targeter I assumed an airspace (or room) relative humidity of 70% as
the critical condition for mould growth. Condensation Targeter II assumes the critical
condition of 80% at the surfaces of walls, ceilings and floors and 100% at the glazing.
The following section discusses how the surface conditions can be predicted.
Cold bridging occurs where there are high heat losses through a part of the building
fabric. This can be due to either the inappropriate use of materials which have a high
thermal conductivity or where heat losses are high due to the geometry of the
three-dimensional thermal modelling have allowed heat flow in almost any building
which indicate the behaviour of cold bridge details(38). Cold bridges are the first place
at which mould growth occurs because of their lower temperature and higher surface
Ti − Ts
TDR =
Ti − To (1)
The TDR can be easily calculated for plain surfaces with one-dimensional heat flow
8
TDR = U .Rs (2)
The higher the TDR the more severe the cold bridge is. Typically, the value of the
TDR in most building constructions will vary between 0.0 and 0.3. A double glazed
window will have a plain surface TDR of around 0.3. Any wall surface with a TDR
higher than 0.3 will be colder than the glazing and therefore condensation will occur
on the wall before the window. For surfaces with a TDR less than 0.3 condensation
will occur on the glazing first which will be seen by the occupants who will often be
occupants, who are generally insensitive to relative humidity, will not increase the
ventilation. The TDR is directly comparable to the Temperature Factor at the internal
surface as currently proposed in the draft European standard(16) for the hygrothermal
Under transient conditions the surface temperature will not be accurately predicted by
the TDR. However, the TDR is a good representation of the average surface
Once the internal and external conditions and TDR of a particular construction are
known it is possible to identify the mean surface relative humidity and temperature.
Also, for a given construction, it is possible to calculate the TDR and predict the
maximum airspace relative humidity required to avoid surface mould growth. Figure
shows that the conventional wisdom of maintaining airspace relative humidity below
70% is only effective for constructions which have a TDR lower than 0.1. Examples
of constructions which have a TDR greater than 0.1 include most windows and doors,
solid walls and early cavity walls with U-values greater than 0.8 W/m2K, some of
which may require airspace relative humidity to be kept below 60% to avoid mould
growth.
Condensation Targeter II allows the TDR for any part of the structure to be
incorporated into the calculation. The TDR is then used to calculate the mean surface
relative humidity. For plain constructions the TDR is calculated from the U-value. For
more complex geometry constructions a TDR must be entered based on either finite
best that any model can hope to achieve is to model a typical occupancy pattern. The
model will never predict what a particular occupant will do. BS 5250 gives typical
activities. These are, however, dependent on detailed occupancy and prone to change
as a result of the introduction of new technologies into the home, such as the
increased use of microwave cooking and pre-cooked meals. Although the impact of
technological changes can be predicted from theory the most difficult thing to model
is how occupants will use any new technology. Therefore, moisture production
10
algorithms will always have an empirical nature and should be regularly reviewed.
The number of occupants assumed will also depend upon the application of the
model. For example, when designing systems for social housing it may be best to
production calculation procedure has been developed. This takes into account the
available data on moisture production and enables the calculation of the daily
Each of the key factors affecting moisture production are analysed separately and the
Figure 3 shows the typical breakdown of moisture production for a family consisting
of two adults and two children who sometimes dry clothes indoors.
4 Thermal modelling
The internal temperature is determined by the heat loss of the building, the type of
heating system, its control and other sources of internal heat gain. The most difficult
to predict is the heating system control. Even if the heating system is adequately sized
chose to maintain conditions below comfort in order to make heating costs affordable.
For this reason, a key input into Targeter is the annual fuel expenditure; this along
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with the heating system efficiency and fabric data is used to determine the mean
internal temperature. Bredem has shown itself to be one of the most reliable thermal
models for predicting the energy costs of a dwelling(23-26) and so has been
incorporated into Targeter to predict the mean internal temperature. Several versions
of Bredem are now available. This paper examines the use of Bredem-12(34) which
calculates a seasonal average internal temperature and uses modified heating season
degree days to characterise the external climate and Bredem–8(35) which predicts
mean monthly energy consumption and temperatures from mean external temperature
5 Moisture modelling
pressure which when combined with the temperature can be used along with
psychrometric data to predict both the monthly airspace and surface relative humidity.
Moisture movement through a building is far more complex to predict than is heat.
Many of the mechanisms by which moisture moves through the building fabric are
poorly understood or the material properties, which influence this movement, are
often poorly characterised. Figure 4 shows the typical moisture flows in a dwelling.
approach is to assume that moisture transfer only occurs through bulk air movement
between inside and outside the building, as first proposed by Loudon(27). In other
words this approach ignores diffusion through the fabric and hygroscopic
adsorption/desorption.
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Loudon's steady state moisture model equation is shown below:
G
ψ i =ψ o +
nρ v (3)
BS5250 simplifies the above to predict vapour pressure for conditions typically found
in dwellings:
C
pi = po +
0.191.n.v
(4)
Because of the relatively high vapour resistivity of most building fabrics diffusion is a
air movement. The hygroscopic impact is far more difficult to predict and several
attempts have been made to find simple methods of characterising the hygroscopic
impact of the fabric and furnishings(29,31,32). Without doubt, over short time periods
hygroscopic properties can play a major role in dampening down the variations
associated with high moisture production. For example, the peak excess water vapour
content of a kitchen during a short cooking period is one third the value that
cycle it has been estimated that only the first 10 mm of fabric is normally involved in
moisture transfer. The surface layer responsible for the hygric storage for daily swings
in the indoor air humidity is very small. The corresponding thickness for temperature
swings is about 100mm(30). If one assumes that the greatest swing in relative humidity
from one day to another is 30% and the surface area of hygroscopic fabric is 200 m2
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then over the day some 6 kg of moisture will move between the air and the fabric.
However, such a large swing is only likely to take place on a few days in the year
such as at the end of summer when the heating system is turned on.
Jones has proposed a moisture admittance equation that defines two admittance
coefficients, α and β which account for the moisture adsorption and desorption within
the dwelling. Jones has suggested that the following equation 'should be included in
all but the most simple models'(31). He continues, 'In the Bredem energy model which
amended to':
nψ o + (G / ρv + βψ svp )
ψi = (5)
n +α
Converting the vapour content terms in the equation to vapour pressures gives:
Typical values for α and β for a wood lined room have been put forward by Jones as
α = 0.6 and β = 0.4. Jones further suggests that numbers of this order could be
14
This paper investigates both the Loudon and Jones moisture models by comparing
6 Condensation Targeter II
calculations and Loudon's moisture model compared to Jones. These are indicated in
Table 2.
The Bredem-12 annual and Bredem-8 monthly models were checked against a BRE
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The predictions of the four versions of Condensation Targeter II have been compared
against monitored data for 36 dwellings collected over a heating season. The 36
flats to 5 bedroom houses, located at the Milton Keynes Energy Park (MKEP) and
monitored from October 1989 to May 1990 by the National Energy Foundation, and
authors from October 1997 to May 1998. Dwellings located at both sites had
temperature and relative humidity data recorded at hourly intervals and external
surveys were carried out to obtain information regarding the use of the building. Data
regarding the construction and dimensions was also collected. Ideally, a comparison
between monitored and predicted surface relative humidity should be carried out.
However, no such data is available over a heating season for several dwellings. Also,
data from a greater number of dwellings with high relative humidity would ideally
Figure 5 shows monitored relative humidity for one of the MKEP dwellings from July
1988 to September 1990. During the heating season of October 1989 to May 1990, the
progressively reduces until the end. This is typical of the data collected at MKEP and
in Southwest London. The very high levels of relative humidity at the commencement
of the monitoring period (1988) are due to the drying out of the new dwelling, which
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From the monitored data the monthly and seasonal temperature and relative humidity
have been calculated and compared with Condensation Targeter II predictions of the
internal relative humidity and temperature using 'real' fabric data, occupant profiles
The Version 1 and 3 predictions are compared against each of the eight months
October to May, whilst the Version 2 and 4 results are compared against seasonal
averages. Figure 6 shows the results of the Version 2 and 4 seasonal average
comparisons. A linear trend-line has been included for both the Loudon and Jones
moisture models. Ideally, the trend-line would coincide with the y=x line which has
also been plotted as a dotted line. Figure 7 shows the relative humidity results for the
In both cases, using Loudon's moisture model, 65% of the relative humidity results
are within ± 5% of the monitored relative humidity, whilst 95% of the results are
within ± 10%. The results indicate that relative humidity predictions are over-
For seasonal and monthly predictions of relative humidity the steady state moisture
model proposed by Loudon shows better agreement with the monitored data than the
admittance model proposed by Jones. It is thought that this is because the Jones
admittance model is more appropriate for use in a transient situation where changes in
relative humidity are determined over time periods considerably shorter than monthly
or seasonal periods.
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6.2 Use of the model
Version 1 of Condensation Targeter II has been used to predict the risk of mould
The monthly variations in relative humidity predicted using the Version 1 model with
a fixed internal demand temperature and ventilation rate are indicated in Figure 8.
This indicates that the critical period for relative humidity in this dwelling occurs very
early in the heating season. The general trend of relative humidity between October
and May, the heating season normally assumed, shows that relative humidity is
highest at the start of this season and reduces gradually as the season progresses,
which is reflected in the monitored data results described earlier. Outside the heating
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season the predicted conditions may be less accurate due to varying internal
The Bredem-8 predictions show that the highest relative humidity occurs on the
window and cold bridge surfaces in both zones. Ignoring these surfaces, since the
former is not a problem until condensation occurs and the latter should not occur in
between the surface and air for any particular month is low. In modern well-insulated
dwellings, such as that indicated in Table 3, without cold bridges, the difference
between airspace relative humidity and surface relative humidity for a particular zone
is significantly less than the 10% difference assumed by BS 5250. This is due to the
warmer internal surfaces of well-insulated dwellings. The most critical period appears
it can be shown that the difference between surface relative humidity and airspace
difference between the wall surface relative humidity and the airspace relative
humidity in a well-insulated dwelling over the heating season is 2%. For the
traditional poorly insulated dwelling the difference is 10%. For severe cold bridges
there may be a 20% difference in relative humidity between the cold bridge and the
air, the difference being greatest in the winter. This coincides with the 'at risk' period
recommended in BS 5250.
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6.4 Regional Variations
Regional variations are known to cause a difference in the risk of mould growth.
However, it is reported in the latest English Housing Condition Survey(1) that the
is not marked, ranging from 19% of dwellings with some form of problem in Outer
London to 29% in the West Midlands. Although the four least affected regions are all
in the south east of England, with a relatively mild climate and little exposure to
driving rain, this geographical and climatic pattern is not reflected in other UK
regions. It is stated that the age of the dwelling stock, the provision of central heating
and the overall affluence of the region are more important factors.
Survey data in a similar manner to the way that Bredem can help interpret energy
Using data for a traditional semi-detached house, with solid brick walls and single
glazing, the Version 1 model has been used to determine the effect of geographical
region on the internal relative humidity. Figure 9 indicates the effect of geographical
region on critical relative humidity. Ignoring cold bridges, the critical periods are
those where airspace humidity exceeds 70% or where surface relative humidity
exceeds 80%. A similar study carried out for a modern semi-detached dwelling
identified no critical relative humidity periods for any of the geographical locations
modelled.
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Critical relative humidity generally occurs early in the heating season or before it
starts. In addition to this, generally, the further North a dwelling is located the earlier
in the year that critical relative humidity occurs and for a longer period. The only
difference between the results for each region is the data input for the external
climate. Future analysis will include regional variations in building stock as well as
climate in order to compare predictions with English House Condition Survey data.
Also, ventilation rates are likely to change outside the heating period due to higher
of Condensation Targeter II to changes in input data. Each parameter has been varied
across the typical range found in UK dwellings while all other parameters have been
kept constant. Surprisingly, the most significant input parameter is the heating pattern.
A change in the heating pattern from a 5-hour evening only pattern to an extended 16-
hour heating pattern causes a reduction in relative humidity of 23%. This has an
important impact on the affordability of heating in dwellings and the effect of heating
pattern on condensation and mould growth. The next most significant input parameter
is the dwelling occupancy, which has a significant impact on the Bredem algorithm
The third most significant input parameter is the ventilation rate of the dwelling.
Using Bredem to model the highest and lowest possible ventilation rates in the
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dwelling, with air change rates of 2.8 ach and 0.57 ach respectively, a change in
internal relative humidity of just under 14% occurs. Other input parameters which
have a significant effect on internal relative humidity predictions include the demand
temperature, the geographical location of the dwelling, the thermal properties of the
dwelling fabric, drying clothes indoors, the use of unvented secondary heating
systems and the location of the kitchen in the dwelling. Similar results apply to
surface relative humidities with the one exception that changes in U-value have a
at the dwelling surfaces, including cold bridges, and it allows seasonal variations in
Condensation Targeter II allows the impact of key variables associated with mould
growth, such as fabric type, ventilation, heating system, occupant fuel affordability
and occupant density, to be assessed in order that the impact of design and policy
decisions can be tested. Comparison between monitored and predicted data for the
Version 1 model shows good agreement (65% of the relative humidity results within ±
5%, 95% of the results within ± 10%) when a monthly, steady state model is used.
Because the model can predict the impact of climatic variations on a monthly basis,
both regional and seasonal variations can be studied. The most critical period for
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mould growth assuming a similar ventilation rate throughout the heating season
appears to be the autumn and not, as often assumed, the winter period. This is due to
higher external vapour pressures in autumn being a more dominant factor than the
colder winter surface temperatures. The further North a dwelling is located the earlier,
and for longer, in the year is the critical period for mould growth. Of the 21 UK
regions the most at risk from mould growth are the Border regions, Shetland Isles and
West Scotland. The least at risk are the Thames Valley region, the South and the
Southwest. This suggests that the key factors in determining the early onset of mould
growth may be how the building is ventilated in the autumn period and when an
occupant decides to turn on the heating. Although a relative humidity of 70% is often
taken as critical for mould growth, any construction with a cold bridge resulting in a
Temperature Difference Ratio of 0.15 or higher, for example a solid brick wall, is at
occupant density, insulation, fuel poverty and occupant-set heating patterns play a
critical role. Some of these factors may appear to be more the responsibility of
housing policy than housing design. However, issues such as fuel poverty and
moisture production are affected to some degree by housing design. For example, the
fabric and heating system must be designed to minimise energy costs and moisture
production will be high if the design of the building does not provide suitable
facilities to dry clothes and remove moisture at sources of high production. Often such
vehicle by which a more holistic approach can be taken to assessing the risk of mould
growth in dwellings.
Software based on Condensation Targeter I has been used in court cases where there
is a dispute about the cause of mould growth. These normally centre on resolving
whether the tenant is producing too much moisture or whether the fabric and services
are to blame. This is clearly an issue on which Condensation Targeter II can provide
quantifiable evidence. However, care must be taken when using such tools that
account is taken of all the underlying assumptions. The main benefit such a tool can
inhabit the property. In fact, tools such as Targeter and Bredem cannot predict what a
particular occupant will do in their building. What’s more, there is little practical point
in modelling an existing dwelling with a specific occupant other than for purposes of
research. Reality will always be a better model than any computer model. It is
therefore far better to monitor what is happening rather than try to model it. The other
not yet constructed. Condensation Targeter II only models average conditions and not
problem, then peak conditions will make the situation worse. However, if for example
Targeter II cannot show that there is no risk during peak conditions. Therefore,
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Condensation Targeter II can only indicate that you might expect mould growth due
to poor fabric and/or services but never that the tenants use is inappropriate.
Acknowledgements
The Milton Keynes Energy Park (MKEP) monitored data was collected as part of a
study carried out for the BRE by the National Energy Foundation (NEF), with the
For the use of the MKEP and other data and for assistance in validating the Bredem
models thanks are due to Brian Anderson, Chris Sanders and Les Shorrock at the
BRE.
For advice and assistance in the interpretation of the collected data and validation of
the Bredem-12 model thanks are due to Neil Cutland, Alan Horton and Paul Wolfe at
NES Limited.
Thanks are also due to Roger Critchley for his useful comments during the drafting of
this paper.
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25
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