The analysis for the building employed as the Municipal Office in a town located in the northeast part of Poland (Fig. 1) was conducted. This building was selected, as a representative of local government buildings, to generalize obtained results for the others.
As shown in Fig. 2, most local government buildings built before 2013 used mostly fossil fuels and heat from local power plants (in most cases also utilizing fossil fuels) and natural gas. As noted in Report (CBES GUS 2015) last year, about 7% of DHW systems in local government offices were modernized. Most coal power plants were changed to natural gas ones. Part of existing natural gas local plants was improved by applying solar collectors, while other buildings started to be supplied from a district heating network. Annual energy consumption in local government buildings was estimated as 264.8 TJ.
The analysis was conducted for a domestic hot water system, used by 54 employees, with water intakes in toilets and social rooms, in Poland. Moreover, two additional locations of the building (Cordoba (Spain) and Kaunas (Lithuania)) were considered, to compare the economic and ecological effect coming from the modernization of the heat source and applying solar collectors in different countries.
For about 15 years, an oil boiler has been used as a heat source for HVAC system and partly for DHW installation, whereas a few intake points had their own electrical heaters. This paper discusses possibility to apply solar collectors for DHW system in the building.
Hot water consumption
Hot water consumption in the office building was estimated using the national recommendations:
3 dm3/day person in Spain (IDAE 2009),
7 dm3/day per person in Poland (Regulation 2015),
5–7 dm3/day per person in Lithuania (RSN 26-90 1991).
The monthly energy consumption for DHW preparation QDHW was estimated from Eq. (1):
$$ {Q}_{\mathrm{DHW}}(GJ)={C}_{\mathrm{e}}\ {D}_i\rho\ \left({T_{\mathrm{H}}}^i-{T_{\mathrm{C}}}^i\right) $$
(1)
where Ce is the specific heat capacity of water in J/kgK, ρ is the density of water in kg/m3, Di is the hot water demand in i month in m3/month, THi is the storage temperature of hot water in °C, and TCi is the temperature of network cold water in i month in °C.
The value of TC depends on outdoor air temperature and is a function of the average annual outdoor air temperature TAMB,A and maximum difference in monthly average outdoor air temperature ⍙TAMB,D; wherefore, temperature of network cold water was calculated using Eq. (2). The method for estimating the main water temperature was developed by Hendron et al. (2004) and Burch and Christensen (2007).
$$ {T}_{\mathrm{C}}=\left({T}_{\mathrm{AMB},\mathrm{A}}+6\right)+\mathrm{ratio}\left(\frac{\varDelta_{\mathrm{AMB},\mathrm{D}}}{2}\right)\sin \left[0.986\left(\mathrm{day}-15-\mathrm{lag}\right)-90\right] $$
(2)
where:
$$ \mathrm{ratio}=0.4+0.01\left({T}_{\mathrm{AMB},\mathrm{A}}-44\right); $$
$$ \mathrm{lag}=35-\left({T}_{\mathrm{AMB},\mathrm{A}}-44\right). $$
with TAMB,A and ΔTAMB,D in °F.
Annual profile of network cold water was presented in Fig. 3.
The useful heat gain from solar collector was calculated based on Eq. (3):
$$ {q}_{\mathrm{SOL}}(W)=\eta {I}_{\mathrm{SOL}}{A}_{\mathrm{g}}, $$
(3)
where η is an efficiency of a collector, ISOL is the total incident solar radiation in W/m2, and A is gross area of the collectors in m2.
Equation (4) was used to estimate a thermal efficiency of the collectors.
$$ \eta ={c}_0+{c}_1\left({T}_{\mathrm{in}}-{T}_{\mathrm{a}}\right)/{I}_{\mathrm{SOL}}+{c}_2{\left({T}_{\mathrm{in}}-{T}_{\mathrm{a}}\right)}^2/{I}_{\mathrm{SOL}} $$
(4)
where c0 is a zero-loss collector efficiency, c1 is a heat loss coefficient in Wm−2 K−1, c2 is the temperature dependence of the heat loss coefficient in Wm−2 K−2, Tin is the collector inlet temperature in K, and Ta is the ambient air temperature in K.
The energy gathered from the solar domestic hot water system within a month was calculated using Eq. (5).
$$ {Q}_{\mathrm{SOL}}\left(\mathrm{kWh}\right)=n\cdot 24\cdot {q}_{\mathrm{SOL}}\cdot {10}^{-3}, $$
(5)
where n is number of days in each month.
Description of the analyzed system with solar collectors
The system with the plate water collector with a gross area 2.05 m2 was analyzed. Main parameters of panels are shown in Table 1. In fact, the coefficients shown in the table have a positive value, but they should be substituted to Eq. (4) with a minus sign; thus, negative values were presented.
Table 1 Basic parameters of solar collectors (source: own elaboration) As shown in Fig. 4, the solar collector supplies the tank (SPW) and is predicted to be a main energy source for the DHW system in summer, whereas the existing oil boiler would work also for the hot water demand in conditions with too low heat gains from the solar source.
The analysis was conducted using EnergyPlus software. In order to estimate energy possible to gather from solar system, it was necessary to build a schema with two-stage water heating (Fig. 5); hence, the DHW installation is composed of the flat plate solar collector, a storage tank, and an auxiliary water heater. In this instance, the storage tank accumulates heat from the solar collector, while the auxiliary water heater provides additional heat if the storage tank water temperature is too low. In this case, it was possible to analyze a variation of temperature of water leaving the storage tank (TST) during the whole year.
In simulations, temperature in the water heater was compared with the temperature in the solar collector loop, so the pump was turned on when there were any useful heat gains. The temperature difference on limit (TDonL) was set to 10 °C and the temperature difference off limit (TDoffL) was set to 2 °C. If the temperature difference between collector outlet and storage tank source outlet was above TDonL, the system was turned on, whereas the system was turned off when the temperature difference was below TDoffL again. According to our assumption, the temperature of DHW in the storage tank was set to 60 °C and a mixed temperature at the water tap was set to 50 °C. According to national rules, DHW systems should ensure obtaining at tap points temperature not lower than 50–55 °C, and not higher than 60 °C (WT 2017; Technical Guide 2010). As shown by Ocipova et al. (2012) and Vieira et al. (2018), it is necessary to predict any kind of bacteriolytic protection, whereas Amara et al. (2017) noted that only thermal treatment could completely eliminate Legionella, which is killed almost instantly at 70 °C. Also, national regulations (WT 2017; Technical Guide 2010) recommend a thermal periodic disinfection in 70–80 °C temperature. Thus, an increase of temperature was predicted by delivering of energy by the additional source. However, thermal disinfection is only a short-term activity, so in this analyses, the amount of energy necessary to increase the temperature was not taken into account.
Description of solar radiation in analyzed locations
Main data relevant to solar potential in Bialystok, Cordoba, and Kaunas were presented in Table 2 and Fig. 6. The highest daily global radiation on horizontal area was found in Cordoba in July (4.92 kWh/m2day) while the lowest one in Bialystok in December (0.52 kWh/m2day). The values of solar radiation in Poland and Lithuania were very similar between November and January, whereas in the rest of year, radiation in Kaunas was found 6–31% higher than in Bialystok. Monthly solar radiation in Spain was during all year much higher than in Poland and Lithuania, reaching its maximum in July.
Table 2 Basic parameters of Bialystok, Cordoba, and Kaunas (source: own elaboration)