Required additional heating power of building during intermitted heating/Pastato sildymo sistemos papildomo galingumo itaka taikant protarpini sildyma.
Pupeikis, Darius ; Burlingis, Arunas ; Stankevicius, Vytautas 等
1. Introduction
As the price of heating energy goes up, saving of it becomes very
relevant. There are many ways for saving this energy (Ginevicius et al.
2008). One of it is introduction of intermittent heating, which is more
and more applied in residential houses and office buildings. This
publication analyses the variants of intermittent heating of office
buildings, however, the principle is similar to residential houses as
well.
The required amount of heating energy to raise up the body's
temperature to set-point position, depends on the physical parameters of
the body, power of a heat source and other factors (Juodvalkis 2008).
The power of a heating system has the most significant influence to
reheating process. Also heat load depends not only on envelope heat
losses, but on type of heating regime too (Valancius 2008).
Another important issue is the prognosis of building's
cooling-down. If heating ceases during the winter season, huge financial
losses can be suffered in the heating network during the emergency
works: replacing broken piping, transferring residents, etc.
(Stankevicius et al. 2007). If the building's cooling-down time is
prognosticated, optimal strategy of emergency works could be chosen.
Designing of building's heating systems is regulated by
mandatory legal acts--technical regulation rules (STR 2.09.04:2002, STR
2.09.04:2008). The regulation rules require to use 1.1 safety factor for
heating system. The additional power of the heating system using
intermittent heating has to be determined by regulation rules STR
2.09.04:2008 depending on the building's thermal inertia, reheating
time and temperature reducing period. These regulation rules uses not
enough of thermal inertia parameters to assess the level of thermal
inertia of building, only the mass of building envelope is assessed, but
not the influence of partitions and furniture, etc. inside a building
nor conduction and ventilation losses. According to (Valancius et al.
2008) in most of cases the intermittent heating suffers of too low
installed heating power and this is the consequence of too long
reheating time.
The aim of the work is to establish the cooling-down and reheating
times in various cases of building thermal inertia, to optimize the
phases of intermittent heating and to determine the approximate payback
of installation of additional heating power for intermittent heating
mode. To calculate the periods of building's cooling-down and
reheating, we need to prognosticate the outdoor temperature, to
calculate heat losses through building envelope and ventilation system,
to assess the internal heat gains, etc.
2. The processes of building's cooling-down and reheating
The rate of cooling-down of a building as a body depends on many
factors: by changes of outdoor temperature, building's thermal
inertia, the amount of accumulated heat in the building, heat losses
through building envelope, ventilation, infiltration, etc. (Zebergs et
al. 2009). The process of reheating is influenced by the same factors,
but in the opposite direction: power of the heating source, type of the
heating system, internal gains, etc.
The processes of reheating and cooling-down are closely
interrelated with intermittent heating, which is divided into three
phases: cooling-down, setback period and reheating (Valancius et al.
2004). Prognostication of time periods of these phases allows to
optimize the process of intermittent heating. If the periods of building
cooling-down and reheating are known, we can calculate the set-back
temperature.
2.1. Prognostication of dynamic outdoor temperature change
Prognostication of outdoor temperature curve was carried out
according to climatology norm RSN 156-94 and temperature records in year
1961-1990. The curve is described by the fifth degree polynomial
equation. The prognosis was made by imitating two cases:
"average" and "extreme" outdoor temperature change.
"Average" temperature prognosis was made according to
monthly average outdoor temperature values and month's average
daily variation amplitudes during the heating season. Temperature values
were used of geographical location of Kaunas city. It was assumed that
the average monthly value is that of the middle of the month (e.g. 15
January, 14 February, 15 March) and gradually changes evenly between
"average" monthly values (Fig. 1).
[FIGURE 1 OMITTED]
"Extreme" values were calculated according to five
coldest days period, three coldest days and the coldest day temperature
with 98% integral frequency. The temperature change during the day is
prognosticated by average daily amplitude values. The principle of
calculating is based on the assumption that during the period of the
coldest five days, the three and one coldest days occur. After the end
of the five day period, the temperature must rise and afterwards, the
significant fall of temperatures of five, three and one day periods
repeats (Fig. 2).
[FIGURE 2 OMITTED]
2.2. Modeling the processes of building cooling-down and reheating
In order to achieve the aims of the research, an Excel calculation
spreadsheet was worked out to simulate building's cooling-down and
reheating. Office buildings of various values of thermal inertia (72
h-288 h), covering 2160 [m.sup.2] of useful floor area and having
different minimal normative and normative U-values (Table 1) were chosen
(Sadauskiene et al. 2009). They were modeled under the
"average" and "extreme" outdoor temperature change
conditions during the heating season.
The heat losses due to infiltration and ventilation were assessed
by imitating ordinary natural ventilation, i.e. the quantity of air
change rate in the room is set at 0.3 times per hour (Seduikyte et al.
2008). Internal heat gains--4 W/[m.sup.2]. The thermal inertia of a
building as a heterogeneous body is expressed by thermal time constant
[tau] value:
[tau] = C/H, (1)
there: C--active heat capacity [J/K]; H--heat loss coefficient of a
building [W/K].
Thermal inertia--it's a measure of the responsiveness of a
materials (building constructions) to variation in temperature.
Materials with a high heat capacity, thermal conductivity and density
display's high thermal inertia (Corgnati et al. 2009). For
calculating of active heat capacity of internal surfaces of the heated
premise, the area of furniture surfaces is set at 0.5 [m.sup.2] of
furniture surface to 1 [m.sup.2] of useful floor area of the building,
and the thickness of internal active layer is calculated according to
the existing methodology (Valancius 2006).
The splitting of enclosure materials into conditional layers and
calculation of time step are set according to carried out research
([TEXT NOT REPRODUCIBLE IN ASCII] 2006).
Cooling-down is simulated for an office building, from 22
[degrees]C to 0 [degrees]C indoor temperature change, under the
conditions of "average" and "extreme" outdoor
temperature variation.
Under the conditions of "average" temperatures (see 2.1),
high thermal inertia buildings cools-down more evenly than those of
light thermal inertia. The turning point in change curves is found at 2
[degrees]C, from where the cooling-down becomes slower (Fig. 3).
Under the conditions of "extreme" temperatures (see 2.1),
the indoor cooling-down from 22 [degrees]C to 0 [degrees]C is
approximately regular, however, slight variations of the curves are
observed due to vast amplitudes of outdoor temperature changes (Fig. 4).
[FIGURE 3 OMITTED]
[FIGURE 4 OMITTED]
The power of the heating system has the most significant effect on
the building reheating process, the value of which is determined
according to the given methodology (STR 2.09.04:2008).
The reheating process is simulated for an office buildings with
different values of thermal inertia in the intervals of indoor
temperature from 0 to 22 [degrees]C and from 10 to 22 [degrees]C, under
the conditions of "average" and "extreme" outdoor
temperature change curves. In order to improve the reheating of the
building, additional heating power is necessary, which is added to the
existing heating system during the simulation. The results are presented
in Figs 5 and 6.
[FIGURE 5 OMITTED]
The reheating curves indicate that under "average"
outdoor temperature change conditions, additional power of heating
system has more influence on the rate of heating of high thermal inertia
buildings than with a light thermal inertia (Fig. 5).
Under the "extreme" outdoor temperature conditions, the
curves are distributed similarly to the tendencies of
"average" outdoor temperature conditions. However, slight
divergences are observed due to vast temperature change amplitudes in
the "extreme" temperature conditions curve (Fig. 6).
[FIGURE 6 OMITTED]
3. Required additional heating power of building during intermitted
heating
3.1. Optimization of intermittent heating phases
Intermittent heating of a building, also known as periodic or
discontinuous heating, from the point of view of time is splitted down
into three phases: cooling-down, setback period and reheating. The
cooling-down phase depends on building's thermal inertia, the
reheating phase--on building's thermal inertia and power of the
heating system and neither of these have any effect on the setback
period phase (Figs 7 and 8).
[FIGURE 7 OMITTED]
[FIGURE 8 OMITTED]
[FIGURE 9 OMITTED]
Intermittent central heating system which operates according to a
present intermittent scheduled that is determined based on outdoor air
temperature (Kim et al. 2010). The idea of intermittent heating phases
optimization is to minimize the setback period [t.sub.ip], leaving the
cooling-down phase [t.sub.cool] and the reheating phase [t.sub.heat]
which use the thermal energy. This method optimizes only the phases of
intermittent heating and does not change the level of building's
thermal inertia or use of additional power of heating system. The
algorithm in Fig. 9 illustrates the sequence of optimization stages.
3.2. Thermal energy saving by using intermittent heating with
additional power of heating system
After the building cools down, room temperature has to be restored
in as short time as possible. Economical effect is achieved through
intermittent heating of the building by use of additional power of
heating system.
Reduced temperature periods are applied 5 times per week for 12
hours period at night and 48 hours at weekend. The price of thermal
energy is set at 0.30 LTL/kWh. Energy savings are calculated for an
average heating season period in Kaunas city--192 days, under
"average" outdoor temperature conditions (see 2.1).
The price of heating system is specified according to the following
parameters: heat production (boiler, heating unit, heat exchanger),
piping of the heating system (pipes, heat insulation, manifolds,
fittings) and heating units (radiators). The costs were calculated by a
special program "SES2004" and following the price database of
March 2009.
The payback is received after the first heating season (Fig. 10).
The red curves depict the cost of installing additional power to the
heating system: continuous line without interest, dotted line--for a
one-year loan with 12% annual interest rate. The points of crossing of
the red curves with the other lines are the points of payback, whereas
the values above the red curves indicate economical benefit (Figs 10 and
11).
[FIGURE 10 OMITTED]
[FIGURE 11 OMITTED]
4. Conclusions and recommendations
--Intermittent heating, probably it's the most simplest way to
reduce thermal energy consumption.
--In North countries dominating buildings with medium values of
time constant (~96 h-144 h). Under the "extreme" outdoor
temperature conditions, these building's temperature regeneration
from 0 [degrees]C to 22 [degrees]C time is about 24-48 h.
--Under "average" outdoor temperature conditions (see
2.1) the use of intermittent heating and additional power of heating
system, the economical benefit is gained after the first heating season.
The most efficient case is considered 50% of additional power of the
heating system and 144 h time constant value of building, when 12 h at
night and 48 h at weekend temperature reduction periods are applied for
office buildings.
--The buildings with higher thermal inertia than 144 h require
longer (>48 h) temperature reduction periods in order to reduce
payback time.
--The research has shown that for low-mass buildings (<72 h) the
introduction of additional power of the heating system when intermittent
heating is applied, larger additional power value than 60% does not
provide economical benefit, taking into account the interest of a loan
after 5 years.
--The cooling-down curves of buildings showed (Fig. 4), that indoor
cooling-down time (from 22 [degrees]C to 0 [degrees]C) varies from 25 h
to 200 h under "extreme" outdoor temperature conditions in
various cases of thermal inertia.
doi:10.3846/jcem.2010.13
References
Corgnati, S. P.; Kindinis, A.; Perino, M. 2009. Thermal mass
activation be means of night cooling: comparison on different techniques
and strategies, in 5 International Workshop on Energy and Environment of
Residential Buildings / 3th International Conference on Built
Environment and Public Health: Selected papers, vol. I and II. Ed. by Q.
Zhang, M. Leung. May 29-31, 2009, Guilin, China. Hunan: Hunan
University, 685-693.
EN ISO 13790. 2004. Thermal performance of buildings--Calculation
of energy use for heating. Brussel.
EN 832. 1998. Thermal performance of buildings--Calculation of
energy use for heating--Residential buildings. Brussel.
Ginevicius, R.; Podvezko, V.; Raslanas, S. 2008. Evaluating the
alternative solutions of wall insulation by multicriteria methods,
Journal of Civil Engineering and Management 14(4): 217-226.
doi:10.3846/1392-3730.2008.14.20
Holopainen, R.; Hekkanen, M. 2008. Energy renovation saving
potentials of typical Finnish buildings, in Proceedings of the 8th
Symposium on Building Physics in the Nordic countries: Selected papers,
vol. 3. Ed. by C. Rode. June 16-18, 2008, Copenhagen, Denmark.
Copenhagen: Danish Society of Engineers, 1119-1125.
Hagentoft, C. E. 2001. Introduction to building physics. Lund:
Studentlitteratur.
Incropera, F. P.; DeWitt, D. P. 1985. Introduction to heat
transfer. New York: John Wiley&Sons.
Juodvalkis, J. 2008. Nestacionarieji silumos mainai pastatuose
[Unsteady heat exchanges in buildings]. Kaunas: Technologija. ISBN
978-9955-9750-3-8.
Juodvalkis, J.; Blazevicius, E.; Vipartas, R. A. 2000. Analysis of
an unsteady heat exchange balance in buildings, Journal of Civil
Engineering and Management 6(1): 32-38.
Kim, M. S.; Kim, Y.; Chung, K. S. 2010. Improvement of intermittent
central heating system of university building, Energy and Buildings
42(1): 83-89. doi:10.1016/j.enbuild.2009.07.014
Karbauskaite, J.; Stankevicius, V.; Burlingis, A.; Morkvenas, R.
2008. The assessment of freezing risk in apartment buildings after the
supply break, in Proceedings of the 8 Symposium on Building Physics in
the Nordic Countries: Selected papers, vol. 3. Ed. by C. Rode. June
16-18, 2008, Copenhagen, Denmark. Copenhagen: Danish society of
engineers, 1341-1347.
Kalema, T.; Pylsy, P. 2008. Accuracy of the calculation of heating
and cooling energy needs in Nordic conditions, in Proceedings of the 8
Symposium on Building Physics in the Nordic Countries: Selected papers,
vol. 3. Ed. by C. Rode. June 16-18, 2008, Copenhagen, Denmark.
Copenhagen: Danish society of engineers, 535-542.
Olsen, L. 2008. Heat capacity in relation to the Danish building
regulation, in Proceedings of the 8 Symposium on Building Physics in the
Nordic Countries: Selected papers, vol. 3. Ed. by C. Rode. June 16-18,
2008, Copenhagen, Denmark. Copenhagen: Danish society of engineers,
1349-1356.
RSN 156-94. 1995. Statybine klimatologija [Climatology of
buildings]. Vilnius.
Stankevicius, V.; Karbauskaite, J.; Burlingis, A. 2007. Gyvenamuju
daugiabuciu pastatu avarinio atvesimo analizes rezultatai [The results
of emergency cooling-down investigation of apartment buildings],
Silumine technika 1(30): 6-9.
Stankevicius, V.; Barkauskas, V. 2000. Pastatu atitvaru silumine
fizika [Building physics]. Kaunas: Technologija. ISBN 9986-13-740-3
Valancius, K. 2006. Pastato aktyviosios silumines talpos itaka
patalpu mikroklimatui bei energijos poreikiams [Influence of active heat
capacity on microclimate and energy demand of a building]. Doctoral
dissertation. Vilnius Gediminas Technical University. Vilnius: Technika.
STR 2.09.04. 2002. Pastato sildymo sistemos galia. Energijos
sanaudos sildymui [Power of the building heating system. Energy
consumption for the heating]. Vilnius: Ministry of Environment of the
Republic of Lithuania.
STR 2.09.04. 2008. Pastato sildymo sistemos galia. Silumos poreikis
sildymui [Power of the building heating system. Energy demand of the
heating]. Vilnius: Ministry of Environment of the Republic of Lithuania.
STR 2.05.01. 2005. Pastatu atitvaru silumine technika [Thermal
technique of building envelopes]. Vilnius: Ministry of Environment of
the Republic of Lithuania.
Sadauskiene, J.; Buska, A.; Burlingis, A.; Bliudzius, R.; Gailius,
A. 2009. The effect of vertical air gaps to thermal transmittance of
horizontal thermal insulating layer, Journal of Civil Engineering and
Management 15(3): 309-315. doi:10.3846/1392-3730.2009.15.309-315
Seduikyte, L.; Paukstys, V. 2008. Evaluation of indoor environment
conditions in offices located in buildings with large glazed areas,
Journal of Civil Engineering and Management 14(1): 39-44.
doi:10.3846/1392-3730.2008.14.39-44
Valancius, K.; Skrinska, A. K.; Paulauskaite, S. 2006.
Investigation of unsteady heat transfer process in an one-cell building,
Journal of Civil Engineering and Management 12(1): 97-101.
Valancius, K.; Sasnauskaite, V. 2008. An influence of the control
of heating system to the design heat load and demand of a building, in
The 7th International Conference "Environmental engineering":
May 22-23, 2008, Vilnius, Lithuania. Vilnius: Technika, 882-885.
Valancius, K.; Paulauskaite, S. 2004. Energy conservation law
appliance for intermittent heating analysis, in The 6th International
Conference on Energy for Buildings: Selected papers, Ed. By E. Abel, V.
Martinaitis, B. Todorovic. Oct 07-08, 2004, Vilnius, Lithuania. Vilnius:
Technika, 540-547.
Valancius, K.; Skrinska, A. 2003. An intermittent heating influence
to the building reheating time and design heat load, in The 4th Baltic
Heat Transfer Conference: Selected papers, Ed. by B. Sunden, J. Vilemas.
Aug 25-27, 2003, Kaunas, Lithuania. New York: Begell House, 277-282.
Zebergs, V.; Zeltins, N.; Davis, A.; Vrublevski, V. 2009
Methodological problems of evaluation of the building envelopes
depending on their thermal inertia and balance temperature, in 5th
International Workshop on Energy and Environment of Residential
Buildings / 3th International Conference on Built Environment and Public
Health: Selected papers, vol. I and II. Ed. By Q. Zhang, M. Leung. May
29-31, 2009, Guilin, China. Hunan: Hunan University, 1385-1394.
[TEXT NOT REPRODUCIBLE IN ASCII] [Phokin, K. Ph. Thermal physics of
building partitions]. [TEXT NOT REPRODUCIBLE IN ASCII] (in Russian).
D. Pupeikis, A. Burlingis, V. Stankevicius
Santrauka
Sildant pastata esant papildomai siluminei galiai, galima sumazinti
sunaudojamos silumines energijos. Nustatyta, kad papildomos silumines
galios (+50 %) sanaudos, siekiant pagreitinti temperaturos padidinima
vidutinio masyvumo ([tau] = 144 h) pastatu patalpose ir taikant
protarpini sildyma (12 h darbo dienomis ir 48 h savaitgaliais),
atsiperka po vieneriu metu. Projektuojant reikia atsizvelgti i pastato
paskirti, masyvuma ir sildymo sistemos galia siekiant sutaupyti
silumines energijos bei gauti ekonomine nauda taikant protarpini
sildyma. Tyrimai parode, kad ivairaus masyvumo pastatams turi buti
taikomi atitinkami protarpinio sildymo periodai.
Reiksminiai zodziai: pastato sildymo sistema, protarpinis sildymas,
pastato vesimas, pastato silimas, isores oro temperatura, pastato
modeliavimas, silumines energijos suvartojimas, sutaupyta silumine
energija.
Darius PUPEIKIS. PhD student of Civil Engineering, Researcher at
the Laboratory of Thermal Building Physics of the Institute of
Architecture and Construction, KTU. Research interests: unsteady heat
transfer, thermal energy balance of buildings.
Arunas BURLINGIS. Doctor, Senior Researcher at the Laboratory of
Thermal Building Physics at the Institute of Architecture and
Construction, KTU. Research interests: thermal processes in building,
thermal and hydro properties of building materials and elements.
Vytautas STANKEVICIUS. Doctor Habil., Full Professor, Chief
Researcher at the Laboratory of Thermal Building Physics of the
Institute of Architecture and Construction, KTU. Research interests:
heat transfer, technical properties of thermal insulations products.
Darius Pupeikis (1), Aronas Burlingis (2), Vytautas Stankevicius
(3)
(1) Department of Civil Engineering and Architecture, Kaunas
University of Technology, Studentu g. 48, LT-51367 Kaunas, Lithuania
(2,3) Institute of Architecture and Construction, Kaunas University
of Technology, Laboratory of Thermal Building Physics, Tunelio g. 60,
LT-44405 Kaunas, Lithuania
E-mails: (1)
[email protected]; (2,3)
[email protected]
Received 14 Sept. 2009; accepted 25 Jan. 2010
Table 1. Minimal normative and normative U-values used for
building simulation according to STR 2.05.01:2005
Office building
Area, Minimal Normative
Building [[m.sup.2]] normative U-value
element U-value [U.sub.N],
[U.sub.MN-], [W/[m.sup.2]K]
[W/[m.sup.2]K]
Roof 1685 0.25 0.20
Ground floor 540 0.40 0.30
External walls 1980 0.40 0.25
Windows and doors 342 1.9 1.6