2.1. Technical Characteristics of the Investigated Facility
The subject of the analysis is a single-family residential building located in Kołobrzeg (
Figure 1), representing the Polish coastal climate zone (zone I) [
41,
42]. The facility is characterized by a heated floor area A
f = 234.0 m
2 and a heated volume V
f = 590.5 m
3. The building has undergone deep thermal retrofitting, which enabled it to achieve envelope insulation parameters that exceed the current Polish technical requirements (WT2021 standards).
Key technical specifications of the building envelope are presented below [
41,
42,
43]:
External walls: Constructed using MAX220-type ceramic hollow blocks (0.25 m) with a 0.18 m mineral wool insulation layer λ = 0.032 W/m·K, resulting in a heat transfer coefficient of U = 0.156 W/m2·K (compared to the UmaxWT2021 = 0.20 W/m2·K requirement).
Roof: Insulated with 0.30 m of glass wool λ = 0.032 W/mK, resulting in a U-value of U = 0.109 W/m2·K (compared to the UmaxWT2021 = 0.15 W/m2·K requirement).
Floor on ground: Featuring a 0.12 m rock wool insulation layer λ = 0.032 W/m·K, providing U = 0.179 W/m2·K (compared to the UmaxWT2021 = 0.30 W/m2·K requirement)
Windows (Fenestration): High thermal performance units with U = 0.80 W/m2K (compared to the WT2021 requirements of UmaxWT2021 = 0.90 W/m2·K for facade windows and UmaxWT2021 = 1.10 W/m2·K for roof windows).
External doors: High energy efficiency units with U = 1.00 W/m2·K (compared to the UmaxWT2021 = 1.30 W/m2·K requirement).
In the deep retrofit scenario, the existing joinery was replaced with certified passive windows characterized by a heat transfer coefficient of U = 0.80 W/m
2·K. The selected windows feature triple-glazed units U
g = 0.5 W/m
2·K, argon-filled, with warm edge spacers to minimize thermal bridges. Furthermore, due to the high wind load characteristic of the coastal location, windows with air permeability class 4 and high watertightness were specified. The installation was performed using the ‘warm mounting’ technique (insulation within the thermal insulation layer) to achieve a linear thermal transmittance of ψ
inst ≤ 0.01 W/m·K. Considerable wind exposure characterizes the analyzed coastal location. To minimize heat loss due to infiltration and ensure the high efficiency of the low-temperature heating system (heat pump), windows with the highest airtightness class were specified. The selected joinery meets class 4 requirements according to EN 12207:2016 (air permeability ≤ 0.75 m
3/h·m at 100 Pa), significantly exceeding the standard requirements for inland locations [
44].
In accordance with the EN 12831:2017 standard [
42], the design outdoor temperature for the Kołobrzeg location is −16 °C, with a mean annual outdoor temperature of 7.7 °C. The total design heat load of the building is 6.56 kW, which corresponds to a specific heating load of 28.1 W/m
2.
The breakdown of heat losses (
Figure 2) reveals the dominant influence of external walls (31.4%) and windows (17.8%). Another significant factor in the thermal balance is external doors, which account for 14.6% of total losses. A crucial element in limiting the usable energy demand is the mechanical ventilation system with heat recovery, operating at a seasonal efficiency of 90%. This system successfully reduced the share of ventilation losses to 15.4% of the total heat balance. The remaining components, such as the ground floor (7.2%) and roofs/ceilings (combined 9.8%), represent a relatively minor share, confirming the high effectiveness and consistency of the deep thermomodernization of the building envelope [
42,
44,
45,
46,
47,
48,
49].
Designed as a NZEB, the facility utilizes an air-to-water air source heat pump as the central generator for both thermal and cooling energy. This system is integrated with low-temperature underfloor heating circuits (35/28 °C), domestic hot water preparation, and active space cooling during the summer [
49,
50,
51].
Table 1 presents the detailed technical specifications and partial efficiency coefficients for the heating system proposed in the deep retrofit scenario (S1). It highlights the high seasonal performance (η
H,g = 3.00) of the air-to-water heat pump operating in a low-temperature regime (35/28 °C) typical for underfloor heating. Furthermore, the table lists the high efficiencies for distribution, storage, and emission subsystems, reflecting the minimal thermal losses achieved by locating components within the building’s thermal envelope and utilizing precise control mechanisms.
The domestic hot water system (
Table 2) is powered by the same high-efficiency air-to-water heat pump used for space heating. The overall efficiency is influenced by distribution losses (η
W,d = 0.80) associated with the circulation loop, which is typical for central systems in single-family houses, and storage losses (η
W,s = 0.86) in the accumulation tank.
The building is equipped with a high-efficiency multisplit cooling system utilizing variable refrigerant flow technology, achieving a seasonal energy efficiency ratio (SEER) of 4.10 (
Table 3). The system features advanced control mechanisms, including pressure-independent balancing and control valves (PIBCV) and electronic pumps, ensuring precise temperature regulation and minimizing auxiliary energy consumption.
2.2. Energy Performance Calculation Methodology
To capture the dynamic interaction between the coastal microclimate, the building’s thermal inertia, and the hybrid energy system, the numerical model was structured with specific spatial and temporal resolutions (shown in
Figure 3). The building was modeled in Audytor OZC 7.0 using a multi-zone approach, where heat transfer calculations (transmission and infiltration) were performed for individual rooms based on their specific functional purpose, internal heat gains, and orientation. These zones were then aggregated into a single thermal envelope (heated floor area A
f = 234.0 m
2) for the macroscopic energy balance. The energy generation and consumption profiles were simulated using an hourly time step (∆t = 1 h), resulting in 8760 calculation steps for the typical meteorological year (TMY). This high temporal resolution was crucial for accurately mapping the synchronization between the variable PV generation (derived from the PVGIS SARAH-2 satellite dataset) and the dynamic operation of the air source heat pump and battery energy storage system (BESS).
The annual usable energy demand (
Qnd) for heating and cooling is derived from the balance of heat losses and gains, calculated in accordance with EN ISO 52016-1 [
44]. The calculation considers transmission heat losses through the envelope
Qtr ventilation heat losses
Qve and accounts for the heat gains from solar radiation
Qsol and internal sources
Qint adjusted by a gain utilization factor
ηH,gn. For domestic hot water, the demand
QW,nd is based on the building’s specific occupancy and daily hot water consumption profile. The key components of the thermal balance leading to the derived
Qnd values are summarized in
Table 4.
The annual final energy demand (
Qk,tot) for the analyzed building was determined based on the sum of energy consumption for heating, ventilation, domestic hot water, cooling, built-in lighting, and auxiliary systems. The calculations follow the methodology defined in EN ISO 52000-1 [
44,
45,
46] and EN 12831:2017 [
42].
The total final energy balance is expressed by Equation (1):
where:
Qk,H—annual final energy for space heating and ventilation [kWh/year];
Qk,W—annual final energy for domestic hot water preparation [kWh/year];
Qk,C—annual final energy for space cooling [kWh/year];
Qk,L—annual final energy for built-in lighting [kWh/year] [
51,
52,
53,
54];
Qk,V—annual final energy for auxiliary systems [kWh/year].
2.2.1. Heating and Ventilation (Qk,H)
The final energy for heating is derived from the usable energy demand (
), adjusted by the total efficiency of the heating system (
:
where:
—seasonal efficiencies of generation [-];
—seasonal efficiencies of distribution [-];
—seasonal efficiencies of storage [-];
—seasonal efficiencies of emission/regulation [-].
2.2.2. Domestic Hot Water (
The final energy for DHW is calculated based on the specific water consumption (
and system efficiency (
:
2.2.3. Cooling (
The energy for cooling is determined by the ratio of usable cooling energy (
to the seasonal energy efficiency ratio (
SEERsys) of the cooling units:
2.2.4. Built-In Lighting (
Anticipating the drastic reduction in space heating demand due to the deep retrofit, built-in lighting was expected to become a primary energy consumer. Consequently, rather than using simplified standard indicators, the lighting energy demand was calculated with high granularity based on the EN 15193-1:2017+A1:2021 [
47] standard to capture the exact daily operational profiles and evening peaks. The demand is calculated as:
where:
—installed power of the lighting system in zone i [W];
—constant illuminance factor;
—annual daylight operating hours [h];
—occupancy dependency factor.
2.2.5. Auxiliary Systems (
This component includes electricity consumption for pumps, fans, and control electronics:
where:
—power of the auxiliary device [kW];
—operating time [h/year].
2.2.6. Occupancy and Internal Load Profiles
The dynamic hourly simulation (n = 8760 steps) utilizes a specific residential load profile to capture the temporal mismatch between PV generation and demand. The model assumes a standard four-person household with a “full utilization” profile. Internal heat gains and scheduling were parameterized according to EN 16798-1 and EN 15193 [
44,
45,
46,
47,
48]. The key assumptions for the building’s internal environment are summarized in
Table 5.
2.4. Energy Performance Indicators and Carbon Footprint Calculation
Following the determination of the final energy demand (
Qk,tot), the study evaluated the building’s energy performance using three standard specific indicators: usable energy (
EU), final energy (
EK), and non-renewable primary energy (
EP), as well as the specific carbon dioxide emissions (
ECO2). The calculations were performed per unit of heated floor area (A
f = 234.0 m
2). The specific usable energy (
EU) represents the thermal needs of the building envelope and domestic hot water, independent of system efficiency:
The specific final energy (
EK) includes the efficiency of systems and auxiliary energy, representing the energy actually purchased (or generated on-site):
The specific non-renewable primary energy (
EP) is the key indicator for compliance with Polish technical building regulations (WT2021) [
42,
44]. It is calculated by weighting the final energy components with primary energy factors (
wi), which reflect the ecological cost of energy generation and transport:
where:
—factors were adopted according to current Polish regulations: (grid electricity:
= 2.5 (reflecting the coal-dominated mix); photovoltaic generation (on-site):
= 0.0; biomass (if applicable):
= 0.2).
In the context of this study, it is crucial to explicitly distinguish between the regulatory “nearly zero energy building (NZEB)” standard and the strict “net-zero primary energy” balance. Under the current Polish building code (WT2021), the NZEB standard is a minimum legal requirement mandating that a new or modernized single-family house must not exceed a non-renewable primary energy indicator of EP ≤ 70 kWh/(m2·year). However, the optimization objective of this research extends significantly beyond mere regulatory compliance. By appropriately sizing the PV array and BESS, the analyzed building achieves a strict net-zero primary energy status, mathematically defined as EP = 0.0 kWh/(m2·year). In this state, the renewable energy exported to the grid (weighted by a primary energy factor of wi = 0.0) completely offsets the high primary energy footprint of the grid electricity imported during the winter deficit (weighted by wi = 2.5 for the coal-dominated Polish mix).
Finally, the specific CO
2 emission (
ECO2) was calculated to assess the environmental impact of the retrofitted building:
where:
—represents the CO2 emission factor for the energy carrier. For the Polish electricity grid, a value of = 0.698 or 0.708 kgCO2/kWh was assumed based on the National Centre for Emissions Management (KOBiZE) data for the relevant year.
The energy performance of the analyzed building was assessed using standard specific indicators: usable energy (
EU), final energy (
EK), and non-renewable primary energy (
EP). The calculations were performed in accordance with the national methodology and the ISO 52000-1 standard, based on a regulated temperature area of A
f = 234.0 m
2.
Table 7 summarizes the annual energy demand broken down by technical systems [
46,
48,
52,
53,
54,
55,
56,
57].
The calculated dominance of built-in lighting (near 39.0% of final energy in
Table 7) requires contextual validation. While this share is significantly higher than in standard residential buildings, it represents a relative shift in the energy balance rather than excessive absolute consumption. The specific final energy demand for lighting is 15.1 kWh/(m
2·year), a value consistent with the high-granularity calculation based on PN-EN 15193 for a 234.0 m
2 facility with full-year occupancy.
The perceived dominance is primarily driven by the success of the deep thermal retrofit, which successfully ‘compressed’ the space heating and ventilation final energy demand to only 11.2 kWh/(m2·year) (calculated as Qk,H/Af). In this ultra-low-energy context, non-thermal loads such as lighting and auxiliary systems naturally emerge as the primary components of the EK indicator. This shift is a hallmark of NZEB facilities, where the decarbonization of heating transitions the energy management challenge toward electrical load-shifting and BESS optimization.
The results confirm that the deep retrofit combined with renewable energy integration has successfully transformed the object into a net-zero energy building. The total specific final energy (EK) demand is remarkably low at 38.7 kWh/(m2·year).
A distinctive feature of the energy balance is the dominance of built-in lighting, which accounts for 39.0% of the total final energy consumption, whereas space heating and ventilation constitute only 28.9%. This shift in energy profile is characteristic of highly insulated buildings where transmission losses are minimized. Furthermore, despite a significant demand for usable cooling energy (EUC = 33.1 kWh/(m2·year)) the high efficiency of the VRF system (SEER ~ 4.1) keeps the final energy consumption for cooling at a moderate level of 8.3 kWh/(m2·year).
Most importantly, the non-renewable primary energy indicator (EP) and the net specific CO
2 emissions were reduced to 0.0. This 0.0 Mg/year value represents the building’s annual net operational carbon balance. It mathematically demonstrates that the clean energy exported to the grid by the 9.0 kWp PV system over the summer fully offsets the carbon footprint of the grid energy imported during the winter deficits, successfully complying with the NZEB standards [
58].
2.5. Technical Systems and Energy Source Hybridization
The analyzed building was designed in accordance with the net-zero energy building standard. The central unit for thermal energy generation is a high-efficiency air-to-water heat pump.
This system operates in a polygeneration mode, ensuring:
Low-temperature heating: supplying underfloor heating loops with design parameters of 35/28 °C (supply/return) to maximize the coefficient of performance (COP).
Domestic hot water: preparing hot water in an integrated storage tank.
Active cooling: providing thermal comfort during the summer season through reversible operation or dedicated cooling circuits.
To maintain the net-zero standard (EP = 0.0 kWh/(m2·year)) while satisfying the increased energy demand resulting from the full utilization profile (specifically lighting and cooling loads), a techno-economic optimization of the hybrid power system was performed.
The optimized configuration, adjusted to meet the revised annual energy demand of 9051.1 kWh, consists of:
The total installed capacity was optimized to 9.0 kWp. Based on the specific solar irradiation for the coastal location of Kołobrzeg (1050 kWh/kWp), the system is projected to generate approximately 9450 kWh/year. This yield allows achieving a net-zero energy balance with a slight surplus, effectively covering the building’s needs, particularly the high daytime cooling demand during summer peaks. A 10 kWh storage unit based on LiFePO4 (lithium iron phosphate) technology was selected. Given the significant share of built-in lighting (39%) and auxiliary systems (26%) in the total energy balance, the BESS plays a critical role in shifting solar energy to cover these substantial evening and night-time loads. This maximizes the self-consumption rate and enhances economic viability under the net-billing mechanism. The system utilizes a 10 kW hybrid inverter equipped with an advanced energy management system (EMS). The EMS dynamically prioritizes energy flows: first covering direct loads (cooling/lighting), then charging the battery, and finally exporting surpluses to the grid. This strategy minimizes energy export during periods of low market prices and ensures higher grid independence.
The energy analysis of the building indicated a total annual final energy demand of 9051.1 kWh. In this context, the implementation of a 9.0 kWp photovoltaic installation represents the optimal point of technological balance. The projected electricity generation from the PV system (approx. 9450 kWh/year) exceeds consumption by approximately 4.4%, creating a necessary safety margin to account for transmission losses and the natural degradation of silicon cells over a 25-year operational lifespan. While cooling (21.51% of the balance) generates high loads during daytime periods, facilitating direct self-consumption, the significant share of built-in lighting (38.98%) and auxiliary systems (26.07%) creates substantial demand during evenings or continuous operation. Therefore, the 9.0 kWp system, coupled with storage, allows for effective power supply of these receivers, minimizing the need for costly grid energy withdrawal.
The operation of the 9.0 kWp system in the Kołobrzeg region is enhanced by specific local meteorological conditions. The prevalence of strong winds in the coastal zone facilitates the convective cooling of PV modules, mitigating efficiency losses associated with the power temperature coefficient. Consequently, the comparative numerical analysis conducted in this study estimates that the real-world performance of the system in the coastal zone is 5–7% superior to comparable installations in central Poland, where natural convective cooling is less effective. This finding aligns with general thermodynamic principles regarding the impact of wind velocity on PV module temperature and is supported by recent studies on environmental influences on solar efficiency in the Polish climate (e.g., Zdyb et al. [
16]). Additionally, the milder coastal winters—characterized by higher average ambient temperatures compared to inland regions—enhance the overall seasonal coefficient of performance of the heat pump. While the high relative humidity in the maritime zone necessitates frequent defrosting cycles, as noted in the introduction, the thermal benefit of operating in a milder temperature regime proves dominant. This allows the energy generated by the 9.0 kWp PV array and stored in the BESS to stabilize the system’s power consumption more effectively, as the ASHP maintains higher instantaneous efficiency during the heating season.
To ensure the accuracy of the long-term energy balance, the PV generation model accounts for both real-time thermodynamic effects and multi-year efficiency losses. For the 9.0 kWp crystalline silicon (c-Si) array, the simulation utilized the parameters summarized in
Table 8. The annual degradation rate of 0.5% was incorporated to ensure the building maintains its Net-Zero status throughout its 25-year operational lifecycle. Furthermore, the model accounts for the temperature coefficient of power, which is significantly mitigated by the coastal wind exposure, facilitating convective cooling of the modules.
Crucially, the 9.0 kWp PV array is integrated with a 10 kWh BESS. In the context of net-zero buildings within the Polish coastal climate, the primary challenge is the disparity between low winter generation and high heating/lighting loads. A storage capacity of 10 kWh facilitates:
Maximized self-consumption: by shifting solar surpluses from midday to cover the evening lighting peak, which constitutes the largest single load in the building’s energy audit.Peak load shaving: the combination of 9.0 kWp PV and 10 kWh storage allows for near-total grid independence from April through September, significantly enhancing the economic viability of the investment within the net-billing framework.
The battery energy storage system (BESS) with a nominal capacity of 10 kWh is based on lithium iron phosphate (LiFePO
4) technology, selected for its safety and cycle longevity. To accurately simulate the energy flow between the PV array, the battery, and the building loads, the model incorporated several operational constraints. Specifically, a depth of discharge (DoD) limit was applied to prevent deep discharge cycles that would accelerate capacity fade. The technical assumptions for the BESS model are summarized in
Table 9.
Utilizing energy data from the Audytor OZC 7.0 software and PVGIS-SARAH2 climatic simulations for the Kołobrzeg location, a full hourly decomposition of the energy balance was conducted for the entire year. The model integrates a 9.0 kWp photovoltaic installation and a 10 kWh energy storage unit (BESS) to cover the calculated annual demand of 9051.1 kWh.
To ensure a high temporal resolution for the energy performance analysis, meteorological data and photovoltaic generation profiles were retrieved from the Photovoltaic Geographical Information System (PVGIS) v5.2, developed by the European Commission’s Joint Research Centre (JRC). For the specific coastal location of Kołobrzeg (54.176° N, 15.576° E), the SARAH-2 (surface solar radiation data set—Heliosat) database was selected as the primary source. This satellite-derived dataset is particularly recommended for European locations due to its high spatial resolution (0.05°) and low measurement uncertainty. Crucially, SARAH-2 provides a superior representation of cloud cover variability and solar irradiance in coastal regions compared to interpolated data from ground-based stations, which often fail to capture local microclimatic phenomena. The dataset comprises hourly time series (8760 time steps) representing a typical meteorological year (TMY), derived from a multi-year analysis (2005–2016) [
59,
60,
61,
62,
63,
64,
65].
This variable was utilized to calculate the building’s dynamic hourly heating demand based on the degree-hour method, accounting for the thermal inertia of the building envelope. Furthermore, T2m served as the critical input for determining the instantaneous coefficient of performance of the air-source heat pump. The simulation model dynamically adjusts the heat pump’s efficiency curve in response to external temperature fluctuations, reflecting real-world thermodynamic performance. The generation profile was simulated for a crystalline silicon system with a capacity of 9.0 kWp (configured with a south orientation, 35° inclination, and estimated system losses of 14% covering cabling, inverter efficiency, and soiling). This data was essential for modeling the energy flow to BESS and quantifying self-consumption indicators.
The synchronization of T2m and PPV within a single, coherent dataset enabled a precise assessment of the temporal mismatch between the building’s heating load and renewable energy generation. This approach mitigates the errors associated with using averaged monthly data and allows for an accurate evaluation of the hybrid system’s efficiency in hourly intervals.
Table 10 presents the aggregated monthly energy balance results, encompassing PV generation (9.0 kW
p), total building demand, and specific energy flows through the 10 kWh battery storage. This dataset highlights the dynamic shift in the operational role of the BESS across the annual cycle. The analysis reveals a sharp contrast between the summer season—where the storage unit effectively maximizes self-consumption and drives the self-sufficiency ratio (SSR) above 70%—and the winter period, where generation deficits limit battery cycling capabilities, necessitating substantial grid imports.
The monthly energy balance data highlights (
Table 9) a significant seasonal disparity in system performance:
Summer performance (May–August): high PV generation, synchronized with cooling demand and supported by the battery system, allows for a self-sufficiency ratio consistently exceeding 74%, peaking at 80.4% in June. Winter deficit (November–January): this period is characterized by a substantial generation deficit, where the SSR drops significantly, reaching a minimum of 11.1% in December. Grid interaction: despite the 10 kWh energy storage, the system requires substantial grid imports during winter, peaking at 901 kWh in January (a significant reduction from the original 1432 kWh due to the overall lower building demand). Annual efficiency: on an annual basis, the optimized 9.0 kWp system achieves a balanced energy profile, with summer surpluses (e.g., 1049 kWh export in May) offsetting the lower production months to maintain the building’s net-zero status.
The daily simulation results (
Table 11) highlight distinct operational phases of the hybrid system throughout the year for the optimized 9.0 kWp configuration. The presented figures reflect a representative daily cycle for each month, incorporating seasonal variations in daylight availability—from 7.5 h in December to 17 h in June. The analysis considers a specific load profile driven primarily by lighting, active cooling, and the heat pump system.
Three key phenomena characterize the building’s energy profile:
During the summer months, the system achieves near-total grid independence, with the self-sufficiency ratio peaking at 96.4% in June. A notable correlation is observed here: direct self-consumption rises significantly (e.g., 21.17 kWh/day in July) compared to May (5.73 kWh/day). This increase confirms that high cooling loads coincide perfectly with peak PV generation, allowing the building to consume energy directly from the inverter without cycling the battery. Consequently, BESS discharge is lower during these months (~3–5 kWh/day) as solar power meets the immediate demand.
The 10 kWh battery proves highly effective during the spring (February–May) and autumn (September–October). In months like March, April, and October, the BESS discharge remains stable at approximately 6.29 kWh/day. During these periods, the heating load is still present—often in the evenings—and the PV generation is sufficient to charge the battery during the day, maximizing the shifting of energy to nighttime hours.
December and January represent critical periods where the daily energy demand (~33–36 kWh/day) vastly exceeds the PV generation (~4–6 kWh/day). In December, the BESS discharge drops to just 1.49 kWh/day, indicating that the low solar irradiance is insufficient to charge the storage unit. This results in a heavy reliance on the grid, with imports reaching 29.65 kWh/day in January, driving the SSR down to 11.1%.
Table 12 presents the aggregated annual key performance indicators (KPIs) for the analyzed hybrid energy system. It summarizes the total electricity generation from the 9.0 kWp photovoltaic array, the building’s total operational energy demand, and the resulting energy flows to and from the power grid. Furthermore, it quantifies the system’s efficiency through the self-sufficiency ratio and the final net energy balance.
The data confirms that the building achieves a net-positive status, with a generation surplus of +398 kWh/year. The total PV generation (9449 kWh) fully covers the total energy demand (9051 kWh) on an annual basis. The system achieves an average annual SSR of 49.8%, indicating that nearly half of the building’s energy needs are met on-site through direct consumption and battery discharge, significantly reducing reliance on external power suppliers.
However, the volumes of both grid export (4944 kWh) and grid import (4545 kWh) highlight the persistent seasonal discrepancy between production and consumption. While the net energy balance is positive, the grid remains an essential component for seasonal energy balancing, absorbing summer surpluses and supplying power during the winter deficit periods.
To quantify the visual trends shown in
Figure 5, the seasonal mismatch ratio (SMR) was calculated. The SMR represents the disparity between renewable energy generation and building demand across the two primary thermal seasons: the ‘deficit season’ (October–March) and the ‘surplus season’ (April–September). As shown in
Table 13, while the building achieves high self-sufficiency in the summer months, the winter period exposes a significant gap that must be bridged by the grid.
The seasonal mismatch ratio (SMR) was introduced to quantify the intensity of the energy imbalance between the seasons. It is defined as the ratio of the generation-to-load coefficient during the ‘surplus season’ (G
s/L
s) to the generation-to-load coefficient during the ‘deficit season’ (G
w/L
w). The SMR is calculated according to Equation (11):
where:
Egen,t—is the PV energy generation [kWh];
Edem,t—is the total building energy demand [kWh].
For the analyzed case study, the SMR value of 7.43 indicates that the relative energy potential of the building is over seven times higher in the summer period than in the winter period. This significant seasonal gap confirms that while the NZEB standard is achieved on an annual basis (EP = 0), the building remains seasonally dependent on external energy flows due to the specific load profile of the ASHP in the coastal climate. Consequently, on-site battery storage alone (10 kWh) is insufficient to bridge this disparity, highlighting the critical role of the power grid as a ‘virtual battery’ and justifying the necessity of the ‘net-billing’ mechanism for such high-performance retrofits.
Figure 5 provides an in-depth analysis of the energy balance on an hourly and monthly basis for the optimized 9.0 kWp system. The clearly marked “winter gap” indicates periods of energy deficit from November to February, when low solar irradiance prevents the photovoltaic system from fully meeting the building’s demand, necessitating grid imports during mornings and evenings. Conversely, the dominant green areas during the daytime hours of the summer months represent a significant energy surplus, generated primarily between 9:00 AM and 5:00 PM, which is exported to the grid. This map provides the technical justification for optimizing the PV installation size to 9.0 kWp. Rather than excessive oversizing, this configuration aims for an annual net-zero balance, where the generated summer exports are sufficient to financially offset the costs of energy drawn from the grid during winter deficits under the net-billing mechanism. This visualization remains crucial for optimizing self-consumption (demand side management), precisely indicating the specific hours during which it is most beneficial to shift energy-intensive processes, such as electric vehicle charging or domestic hot water production, to utilize midday solar peaks. The overall documentation demonstrates that the building serves as an example of modern sustainable construction, combining minimal energy demand with an active, balanced role in the power system.
The analysis reveals a distinct seasonal pattern in the operation of the 10 kWh energy storage unit. The BESS exhibits maximum efficiency during the transitional and summer months (March–October), where it effectively shifts an average of approximately 160 kWh per month from daytime photovoltaic generation to cover evening peak demand, primarily driven by lighting loads and auxiliary systems. In contrast, during the deep winter months (December–January), the utility of the storage system diminishes drastically. This reduction is attributed to the structural deficit in PV generation, which leaves insufficient surplus energy to charge the batteries, thereby limiting the system’s ability to cycle effectively.
The building achieves a remarkable self-sufficiency ratio reaching approximately 80% during the peak summer months (e.g., June). This high performance is largely driven by the favorable correlation between peak solar irradiance and the cooling system’s significant energy demand. On an annual basis, the system attains a self-sufficiency level of nearly 50% (49.8%). This is considered a substantial achievement for a building located in a temperate climate zone and is directly attributable to the optimized sizing of the photovoltaic installation to 9.0 kWp coupled with the BESS, which maximizes self-consumption during high-load periods.
The cumulative annual energy balance confirms a net positive generation surplus of +398 kWh over the total energy demand. This surplus serves as a crucial technological “safety margin” for the investor. It compensates for potential transmission losses and the natural degradation of silicon PV modules over their 25-year operational lifespan, ensuring the long-term sustainability of the EP = 0.0 standard and maintaining the building’s net-zero status throughout its lifecycle.