Stay Informed
Follow us on social media accounts to stay up to date with REHVA actualities
Guilherme Carrilho da GraçaInstituto Dom LuizFaculty of Sciences of the University of
Lisbongcg@fc.ul.pt | Daniel P. AlbuquerqueInstituto Dom LuizFaculty of Sciences of the University of
Lisbon dpalbuquerque@fc.ul.pt | Maria M. LererNatural Works ConsultantsLisbonmml@natural-works.com |
In the mild
to warm climate of southern Europe office buildings without operable windows
require mechanical cooling during most of the year. This need is the direct
result of poorly designed facades that allow for excessive solar heat gains, combined
with high internal gains and low exposed thermal mass. These characteristics
lead to excessive cooling energy demand in a context of increased public
awareness of the environmental and operational costs of building energy
consumption. As a result, most current building thermal codes limit the
predicted annual energy demand for heating, ventilation and air conditioning
systems (HVAC). In the building design phase these predictions result from
thermal simulation models with variable levels of detail and approximations.
The most complex buildings require models with several thermal zones and, in
some cases, tri-dimensional computational fluid dynamics simulations (CFD). In
addition to the verification of code compliance, thermal and airflow simulations
are used to predict the performance of complex building systems. In tall office
buildings natural ventilation is complex system due to the need to compensate
for wind velocity increase with height. Many recent designs use a hybrid
approach that combines natural ventilation with traditional HVAC solutions. If
properly implemented this combined approach maximizes energy savings while
avoiding overheating during the warmer months and cold draft complaints in the
colder days.
The next
pages describe the role of thermal and airflow simulation in the design process
of a recently completed hybrid cooling system of an office tower in Lisbon
(Portugal), using natural ventilation in combination with a traditional
overhead HVAC system. Figure 1 shows the proposed
seventeen-story building (total floor area of 23 000 m²) that
includes a small public park in the ground level. The
surrounding area is composed by high-density mid to high-rise buildings.
Figure 1.
Rendered views of the building (Northwest, South and interior).
As in all
EU member states, the Portuguese building thermal and energy consumption code
stems from the current version of the EPBD (2010). The code promotes the use of
natural ventilation in low-rise buildings by allowing for prescriptive compliance
based on minimum ventilation opening areas in each room (5% of floor area). For
buildings with more than four stories the code requires performance based compliance,
typically demonstrated using dynamic thermal simulation or wind tunnel studies.
High rise buildings with hybrid cooling and ventilation systems must achieve
the following performance standards:
·
The
building must be able to operate in natural ventilation mode for 70% of the
occupied time in a typical year (natural ventilation with no mechanical cooling
or heating).
·
During
the natural ventilation period the maximum CO2
level cannot exceed 1 250 ppm in more than 10% of the days (each day
is evaluated using an 8 h daytime average CO2
level).
The
building energy rating is obtained by dividing the predicted annual energy
consumption by the predicted consumption for a building with the same form but standard
façade and building systems (no natural ventilation, external shading, no
daylight responsive systems), an approach that follows ASHRAE 90.1. In this
rating, buildings with hybrid cooling and ventilation have the advantage of using
extended space temperature set points in the simulation: 19–27°C, compared to
20–25°C for the reference building and buildings with mechanical ventilation.
The building
has a complex corrugated skin that creates two perpendicular distinct
orientations in each façade. This geometry brings particular design challenges:
·
For
each main façade orientation, defining which of the two orientations should be
opaque or glazed.
·
Defining
the required shading systems for orientations with high solar incidence that needed
to be glazed (due to valuable views towards the river).
·
Assessing
the increase in pedestrian level wind velocity in the ground level public park.
In addition
to façade optimization the use of a hybrid cooling system created additional
design challenges:
·
Selecting
the most adequate natural ventilation strategy (single sided or
cross-ventilation).
·
Positioning
and sizing the ventilation openings.
·
Predicting
the natural ventilation system performance.
·
Predicting
the energy saving potential.
To analyse
this diverse set of questions we used three interconnected simulation tools:
Ecotect, thermal simulation (EnergyPlus) and computational fluid dynamics (CFD,
PHOENICS). The dynamic thermal simulation (EnergyPlus) incorporates results
from the other tools: the facade geometry was optimised using Ecotect and the wind driven airflow velocities that drive
the single-sided natural ventilation system were predicted by CFD (Figure 2).
These CFD simulations were also used to assess the effects of the obstruction
created by the new building on the ground level wind velocity.
Figure 2.
Interrelated simulation tools used in this study.
The
construction of a high-rise building in an urban area that was previously
vacant always results in narrower pedestrian level wind flow paths that
normally increases the maximum wind speeds that pedestrians are subjected to. Since
there is no Portuguese standard to assess these problems this study uses the Dutch
standard NEN-8100 to evaluate this problem (Willemsen et al., 2007). This standard
defines three qualitative classes of comfort (good, moderate and poor) whose wind
speed limits depend on the expected outdoor activity (traversing, strolling or
sitting). The analysis was based on CFD simulation and focused on six locations
in the adjacent plaza.
The base
optimization of building skin used the 3D analysis tool Ecotect
to predict annual cumulative solar incidence for the two perpendicular orientations
that exist in each façade. In each façade, the orientation with more than 300 kWh/m²
of incident solar radiation was selected to be opaque. The result of this
analysis is shown in Figure 3 (the grey bars indicate the
closed portions of the façade). In the southern facing facades, the cumulative solar
incidence is high in both orientations. In these cases, the orientation with
the worst view was opaque and an external shading system was proposed for the
orientation with the best view (the effect of the shading system is shown in
red in Figure 3).
Figure 3.
Predicted incident solar radiation for the twelve orientations in the façade.
The use of
cross-ventilation in high-rise buildings can be problematic because the large pressure
differences that develop across different facades easily lead to excessive
internal air velocities. In this building, the geometry and expected internal
layout with many single offices steered natural ventilation strategy into a
single-sided geometry (SS). The wind driven component of the SS ventilation was
modelled using the simple expression proposed by Warren in 1985:
Qw = 0.1 AUL | (1) |
Where UL
is the velocity parallel to the façade. For a given incoming wind speed and
direction this velocity depends on the building and surrounding geometry. The
ratio between the undisturbed wind velocity (available in the local weather
data file) and UL was calculated in a set of CFD
simulations. Equation 1 was implemented in EnergyPlus that was used to predict
the building thermal and natural ventilation performance and size the
conventional HVAC system.
The CFD simulations
used the commercial software package of PHOENICS, to predict airflow around and
near the building facade for eight wind directions
(cardinal and intercardinal). The geometries for each alternative wind
direction were obtained by rotating the neighbourhood/building model inside the
simulation domain (45°). The simulations use the k-ε turbulence model, which has been
extensively tested for this type of flows (Martins, et al., 2012, Carrilho da
Graça et al., 2004, 2012).A logarithmic inflow wind profile
was used at
the inlet with a wind speed of 10 m/s at a reference height of 10 meters.
The bottom of the simulation had a roughness of 0.75 (Blocken et al.,
2008). In each simulation the average wind velocities generated near the
façades and in the adjacent outdoor spaces were calculated in total of 23
planes. In the façade planes located in three heights (low, mid and high
floors) of each main using a control surface spaced 30 cm from the wall
and had a height of 4 m by a length of 10 m (spanning two adjacent offices).
In the adjacent park, five control surfaces were distributed in North, East,
South, West and centre locations.
The pedestrian wind
comfort assessment showed that 75% of the adjacent park area achieves an A
grade classification (good). Unfortunately, the combination of the new building
and an existing tower results in airflow acceleration near the Southern edge of
the park where the predicted outdoor comfort index reaches D (moderate comfort
for traversing).
Figure 4. Predicted wind velocities for North incoming wind direction (Top
and East views).
The dynamic
thermal simulations were performed in the open source thermal simulation tool EnergyPlus
(average precision of 1.5°C, Mateus et al., 2014). Table 1
shows the four increasing efficiency simulation scenarios considered in this
study.
Table 1.
EnergyPlus scenarios description.
Description | |
I | Fully glazed exterior facade |
II | I+50%
glazed exterior facade |
III | II +
South shading |
IV | III + SS
natural ventilation |
The forth
scenario has bottom hang inward opening windows with a height of 1.5 m and
a width of 0.95 m. The simulation used a simplified geometry model of a
single floor with periodic boundary conditions (Lerer et al., 2013). The opaque
portion of the façades integrates the natural ventilation openings, allowing
for the use of an uninterrupted fully glazed section in the transparent
orientation. The net opening area of the window is 0.5 m² resulting in an
opening to office floor area ratio of 3.8% (below the minimum prescriptive
compliance opening area of 4%). The internal set point temperature for
scenarios I to III was 20°C – 25°C. As discussed above, scenario IV used an
extended range of 19°C – 27°C (as allowed for hybrid buildings). Figure 5
shows the predicted HVAC energy consumption for each scenario. The overall
building optimization process results in a 60% reduction in HVAC energy
consumption (total variation between scenario I and IV). The natural
ventilation system is responsible for half of this reduction (30% of the HVAC
energy consumption). In order to insure 100% thermal comfort hours a mechanical
cooling and ventilation system is needed for 24% of the occupied hours.
EnergyPlus was also used to simulate and demonstrate compliance with the
regulations. The indoor CO2 levels simulation results
indicate that, as expected for a narrow plan building, the natural ventilation
system can maintain indoor air quality for 100% of the annual occupied hours.
Figure 5. HVAC consumption for an averaged floor.
In most
European climates, natural ventilation offers the most potential for reducing
CO2 emissions associated with cooling of office
buildings. In spite of the present and other existing examples of natural
ventilation use, its potential lies largely untapped. In the present case, this
reduction is 30%, approximately half of the total reduction obtained in this
optimization study. The combined simulation approach used in the design was
able to reduce the uncertainties that are usually associated with natural
ventilation systems.
1. Blocken B., Carmeliet J., 2008. Pedestrian
wind conditions at outdoor platforms in a high-rise apartment building: generic
sub-configuration validation, wind comfort assessment and uncertainty issues.
Wind and Structures 11(1): 51-70.
2. Carrilho da Graça, G., Linden, P. F.,
& Haves, P., 2004. Design and testing of a control strategy for a large,
naturally ventilated office building. Building Services Engineering Research
and Technology, 25(3), 223-239.
3. Carrilho da Graça G., Martins N.R., Horta
C.S., 2012. Thermal and airflow simulation of a naturally ventilated shopping
mall, Energy and Buildings, Volume 50, July 2012, Pages 177-188, ISSN
0378-7788, http://dx.doi.org/10.1016/j.enbuild.2012.03.037.
4. Malato Lerer, M., Carrilho da Graça, G.,
Linden, P.F., 2013. Building energy demand response simulation for an office
tower in New York, Proceedings of BS2013, 13th Conference of International
Building Performance Simulation Association, Chambéry, France, August 26-28.
5. Martins N. R., Carrilho da Graça G.,
Validation of numerical simulation tools for wind-driven natural ventilation
design, Building Simulation an International Journal, Springer, 2015,
http://dx.doi.org/10.1007/s12273-015-0251-6.
6. Mateus N.M., Carrilho da Graça G., Pinto
A., 2014. Validation of EnergyPlus thermal simulation of a double skin
naturally and mechanically ventilated test cell, Energy and Buildings, Volume
75, June 2014, Pages 511-522, ISSN 0378-7788,
http://dx.doi.org/10.1016/j.enbuild.2014.02.043.
7. Portuguese Legislation, 2013. RECS –
Building Energy Performance Requirements, Portugal.
8. Warren P.R., Parkins L.M., 1985. “Single-sided
ventilation through open windows”. In conf. Proceedings, Thermal performance of
the exterior envelopes of buildings, Florida, ASHRAE SP 49, pp. 209-228.
9. Willemsen E., Wisse J.A. 2007. Design for
wind comfort in The Netherlands: Procedures, criteria and open research issues,
Journal of Wind Engineering and Industrial Aerodynamics, Volume 95, Issues
9–11, October 2007, Pages 1541-1550, ISSN 0167-6105,
http://dx.doi.org/10.1016/j.jweia.2007.02.006.
Follow us on social media accounts to stay up to date with REHVA actualities
0