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Energies
  • Article
  • Open Access

28 November 2022

Challenges and Opportunities for Integrating RE Systems in Egyptian Building Stocks

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The Centre for Renewable Energy, The British University in Egypt, Cairo 11837, Egypt
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Built Environment Department, School of Art, Design and Architecture, University of Plymouth, Plymouth PL4 8AA, UK
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School of Architecture and Built Environment, University College of Estate Management, Reading RG1 4BS, UK
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Department of Metallurgical Engineering, Faculty of Engineering, Cairo University, Giza 12613, Egypt
This article belongs to the Special Issue Energy Efficiency of the Buildings

Abstract

The twentieth century started with engineers’ new concepts and ideas to develop the built environment, with ideas ranging from reducing weight to automated industrialisation, enhancing energy efficiency, etc. However, they failed to predict the negative impact of automation on the environment and its resources. Therefore, future technologies proposed by engineers should consider the adverse effects on nature and the surrounding ecosystem. Using the science of ecology and integrating it into building typology can help avoid unwanted scenarios. Such technologies prioritise the performance of buildings and cities by using simulation tools to explore more ideas for designing and testing their performance. This work explores the obstacles and challenges opposing the plan to successfully supply Egypt with clean, renewable energy that reaches 42% of its total electricity. Furthermore, some solutions are proposed to tackle those barriers, such as installing thermal cooling systems and ball wind turbines in residential buildings.

1. Introduction

This work investigates the barriers and challenges facing Egypt and hindering the achievement of its plan to produce 42% of its electricity from renewable sources by 2035 [1]. At earlier stages of renewable energy, implementation barriers were related to societal, legislation, policymaking, economic, technological, research, and education reasons. However, with changes in legislations and energy tariffs and the expansion of renewable-energy-implemented projects, different threats have emerged resulting from the built environment, climatic conditions, operation and maintenance requirements, and other technical issues [2,3,4]. Identifying and removing barriers to renewables allows for a shift towards more localised energy and brings the power source closer to the people. The Egyptian building stock faces challenges in renewable energy integration, leading to low energy efficiencies and high energy consumption, the most consumable stage being the building’s operational stage [5]. Residential buildings represent an important sector, as they consume 40% of the total energy produced globally, which would largely contribute to the increased uptake of renewable energy [6]. Energy consumption in the building industry, particularly for heating and cooling, presents a significant challenge as the need for cooling solutions has increased worldwide in recent years, not only for high-income nations but also middle-income nations [7,8]. The Egyptian electricity consumption rate has one of the highest average annual growth rates worldwide, as it records 6.2% in the last two decades. More than half of the Egyptian electricity consumption is accounted for by the building sector [9]. According to the Ministry of Electricity and Renewable Energy in Egypt, the electricity consumption of the residential sector in Egypt was about 42.2% in 2016/2017, 42.3% in 2017/2018, 39.5% in 2018/2019, 41.4% in 2019/2020, and 0.40 in 2020/2021, as shown in Figure 1 [10]. The share for space cooling, HVAC equipment, and refrigeration electricity consumption in the Egyptian building sector is about 61–66% [9]. An Egyptian energy building code was developed by the Housing and Building Research Centre (HBRC) for implementation in new residential buildings to be an effective tool for energy reduction [11]. However, this is challenged by the architectural identity of the built environment in Egypt and the challenges associated with integrating renewables into heritage buildings [12]. Several studies have been conducted during the last ten years, investigating the uptake of renewable energy in Egypt. This study highlights some challenges and opportunities relevant to the built environment regarding integrated renewable energy in buildings.
Figure 1. Electricity consumption in Egypt classified by usage [10].

Studying the Egyptian Building Stock

Egypt’s total population has an annual change of 1.5%, with about 1,500,000 new individuals yearly. To cope with the population growth, it is estimated that the number of units needed annually is 175,000 to 200,000 [13]. In 2006, the total number of units reached 11.6 million; by 2017, it increased to 14.3 million. Building stocks in Egypt can be divided into eight types. Type 1 is high-rise buildings; each building contains more than five storeys with multiple apartments. This type can be mainly found in big cities, such as Cairo (24.1%) and Alexandria (25.43%). However, this type is only 10.44% of the total building units in Egypt [14,15]. Type 2 is medium-rise buildings; each building contains up to five storeys. This is the most dominant type in Egypt, with a percentage of 61% in all the country and 63.5% in Cairo [14,15]. Types 3 and 4 are low-rise buildings; type 3 are villas and type 4 are houses. Villas consist of one or two storeys and are occupied by a single family. They are mainly found in big cities, such as Cairo (5.8%) and Alexandria (5.1%). The last decade showed an increase in type 3 buildings, as shown in Figure 2, due to them being one of the most used types in the new cities built, such as New Cairo, El-Shorouk, New Heliopolis, El-Obour, October 6, and Sheikh Zayed. Type 4 is much similar than type 3 in structure. However, unlike type 3, it is mainly found in the countryside and not in major cities, and they are about 31.58% of buildings in Egypt [14,15]. Figure 2 compares the growth rates of buildings in the past decade in four different cities in Egypt. Other building types are nonresidential and work buildings (Hospitals, schools, etc.), commercial centres, chalets (resorts and tourist villages), regular housing units, public houses, and establishments [14,15]. Figure 3 shows the different percentages of residential building types in Egypt. Types 2, 3, and 4 are the most common, representing 79.84% of the total buildings, while type 1 represents only 10.44% of the buildings. Moreover, other nonresidential buildings represent only 10.08% of all buildings [14,15]. Based on the growth rates illustrated in Figure 2 and the estimation of share for space cooling, HVAC equipment and refrigeration electricity consumption in the Egyptian building sector is about 61–66% [9]. It may be concluded that the annual growth need for cooling space in Egypt may double or triple.
Figure 2. The growth rate of buildings in the past decade in 4 different cities based on data from [14,15].
Figure 3. Percentages of different buildings based on data from [14,15].

4. Case Studies for Novel RE Implementation

4.1. Introduction to Case Studies

In this study, the practicality of the application of solar-thermal-cooling systems and energy-ball wind turbines in new/existing low-rise buildings in new cities and the countryside (Figure 7), and small wind turbines on the roofs of high-rise buildings in Cairo, Egypt, is investigated.
Figure 7. The house model surrounded by shaded buildings (Google Sketchup).
Solar-thermal-cooling systems are based on absorption chillers. The idea of the absorption chiller depends on a thermochemical process involving water and a nontoxic solution to establish a pressure difference in mechanical compression that is used to compress and transport the refrigerant vapor to the condenser, rather than using mechanical ways. In addition, the absorption chiller can be operated using a heat source commercially available in the form of steam, gas, or hot water to operate the chiller rather than using electricity (which is conventionally utilised by most of the vapor-compression chillers) [64]. In solar-thermal-cooling systems, solar energy is used as the source of heating. The study includes the performance analysis of two types of energy-ball wind turbines available in the market by the Home Energy company: V100 and V200 EBWT. The V100 EBWT is a small, six-bladed, spherical wind turbine with a diameter of 1 m. The V200 features five rotor blades, with a larger diameter of roughly 2 m. The two versions are mounted on a free-standing pole and are set up to automatically point in the direction of the wind [65].

4.2. Methods and Tools

Two approaches were adopted to achieve the aim of this study: simulation and analytical analysis. The simulation tools utilised in this study are TRNSYS and ANSYS for evaluating the solar-thermal-cooling system and the energy-ball wind turbine, respectively. The data collected for the weather were obtained from the weather station located on the BUE Campus.
Figure 8 shows the main components of the solar-thermal-cooling system. Solar-thermal energy is used to provide the energy required to thermally power the chiller. In order to design the solar-thermal-cooling systems, a parametric analysis of the main parameters affecting the performance of the solar-thermal-cooling system is performed using different input values, as shown in Table 1. The outcome of the parametric analysis is used to develop the optimal system component size that can provide the solar-thermal-cooling (STC) system with the designated hot water temperature range (70–95 °C). The study was within the temperature range (70–95 °C) and mass flow rate (50 L/h.m2) recommended by the chiller manufacturer to avoid chiller failure. Furthermore, it should be noted that the chiller efficiency is limited, as it reaches its maximum efficiency at 90 °C, and then will gradually decrease. Increasing the temperature will cause an increase in the pressure, which brings the risk of chiller breakdown [66].
Figure 8. Principal components of the solar-thermal-cooling system.
Table 1. Initial parametric analysis layout.
The kinetic and potential energies and the annual wind energy of the wind turbines were evaluated at two wind speeds (0.8 m/s and 0.5 m/s). The local cities selected in this work were new cities (El-Shorouk, Sheikh Zayed, Obour, etc.) for villas and the countryside (Aswan, Luxor, etc.) for houses. The maximum wind energy can be delivered from the energy-ball wind turbine and from staggered small wind turbine arrangements on typical roofs of high-rise building clusters.
TRNSYS (TRaNsient SYstem simulation program) simulation tool was selected to be the tool for conducting the thermal analysis for the solar-thermal-cooling system as it represents the transient thermal analysis method. This method is based on running dynamic calculations based on transfer functions developed by Mitalas and Arsenault [67], which can generate outcomes over shorter time steps (hourly, minutely, etc.), with consequently improved accuracy. Figure 7 shows the house model.

4.3. Analysis of the Solar-Thermal-Cooling (STC) System

Table 1 lists the investigated parameters with their different values in the parametric analysis. The values are selected to represent the topologies relevant to Egyptian buildings. The building description, loads, required cooling-set-point temperature and relative humidity, and the necessary cooling load are shown in Table 2. The parametric analysis study covers three different ranges of values for the five main components (parameters) of the solar-thermal-cooling system. This parametric analysis included identifying the optimum system component sizes for the solar-thermal-cooling system that can accommodate the cooling loads required by the selected building types in Egypt; further details may be found in [66].
Table 2. Building loads and properties.
The main components of the solar-thermal-cooling system (Figure 8) are as follows:
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Evacuated tube solar collector
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Hot and chilled water storage tanks
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Absorption chiller
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Cooling tower
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Air-handling unit

5. Results

5.1. Results from the STC System Parametric Analysis

The most important design parameters of the system are the area of the solar collectors and the capacity of the storage tanks for specific water flow rates. Figure 9, Figure 10 and Figure 11 show the effects of the solar collector area on the average hot water temperatures entering the chiller from the tank at different pump mass flow rates. Figure 12 shows the effect of the storage tank capacity on the average hot water temperatures in the chillers. It can be observed that by increasing the solar collector area and hot storage capacity, the average inlet water temperature increases. At 0.6 kg/s, increasing the solar collector area (from 70 m2 to 130 m2) showed a significant increase in the inlet temperature from about 50 °C to 85 °C, when the storage capacity changes (from 1 m3 to 9 m3). The difference in temperature was more significant for a solar collector area between 70 m2 and 100 m2 than between 100 m2 and 130 m2. On the other hand, as for the hot storage capacity, increasing the storage volume from 1 m3 to 5 m3 showed a significant increase in temperature, while a lesser increase in temperature was observed between 5 m3 and 9 m3. Moreover, increasing both parameters reduced the temperature increment, which shows that the change between 9 m3 and 5 m3 at an area of 130 m2 was almost constant. The 0.8 kg/s and 1 kg/s followed the same trend as the 0.6 kg/s; however, the average temperature values were lower, which can be observed from Figure 12. It is also worth mentioning that at 1 kg/s, the change in temperature between the hot storage capacity was more significant than the other two flow rates, except between 9 m3 and 5 m3 for the 130 m2 area.
Figure 9. Chiller average inlet hot water temperature at 0.6 kg/s for different hot storage capacities and solar collector areas (collector–HW tank–chiller) pumps flow rates.
Figure 10. Chiller average inlet hot water temperature at 0.8 kg/s for different hot storage capacities and solar collector areas (collector–HW tank–chiller) pumps flow rates.
Figure 11. Chiller average inlet hot water temperature at 1 kg/s for different hot storage capacities and solar collector areas (collector–HW tank–chiller) pumps flow rates.
Figure 12. Chiller average inlet hot water temperature at 0.6, 0.8, and 1 kg/s (collector–HW tank–chiller) pumps flow rates.
A previous study by the authors showed that a solar-thermal collector area of 100 m2 and thermal storage of 5 m3 delivers 48.54 kW of thermal power to the absorption chiller from the thermal storage tank during the summer season, providing a cooling capacity of 35 kW. This is calculated from the following equations:
Absorption chiller Energy Efficiency Ratio (EER) = (Useful chiller load in kW (Cooling capacity))/(Thermal power delivered to the chiller in kW)
where EER for absorption chiller is 0.721; useful chiller load is 35 kW; and thermal power delivered to the chiller = 35/(0.721) = 48.54 kW.
It is worth noticing that this cooling power is almost equivalent to seven large air conditioners.

5.2. Results and Analysis of the Wind-Energy System

Low annual mean wind speeds and more turbulent flow are two key characteristics of the urban wind regime. When choosing turbines that can function in these circumstances, these qualities must be considered. The design must enable the turbine to respond swiftly to shifting wind directions, capture more energy from turbulent flows, and produce power even at low wind speeds. In addition, society demands that the turbine integrates smoothly into the building, both structurally and visually, with minimal maintenance and noise, especially in heavily crowded locations [67]. All these demands nominate Venturi turbines as a good option for such applications. The Venturi turbines’ aerodynamic characteristics allow the generation of a low-pressure area within the sphere, resulting in air being pulled in front of the rotor towards the sphere, increasing wind speed [60]. The two types of energy-ball wind turbines (EBWT) selected for this case study have their specifications shown in Table 3.
Table 3. V100 and V200 EBWT specifications.

5.2.1. Mathematical Evaluation of the Wind Turbine Performance Parameters

Allowing a wind mass flow rate of 1 m/s through the turbine (as shown in Figure 13), we may create the continuity equation by using the following:
m ˙   =   ƍ   v 1   A 1   =   ƍ   v 2   A 2
by neglecting ƍ, the density of air from both sides is
A1 v1 = A2 v2
Figure 13. Velocity distribution around the energy ball.
By calculating the area of each blade Ab and the area of the whole sphere area A, we can obtain the solidity percentage from the following equation:
σ = n × A b A
The results show that the region inside the energy ball’s diameter is almost 0.8, and the solidity of the six-bladed EBWT is 23.4%. It can be shown from the following mathematical analysis that the speed increases by about 1.5 times the initial speed. Assuming upstream diameter (D1) = 1 m and inside ball diameter (D2) = 0.8 D1, it is shown that
¼ × П × (D1)2 × v1 = ¼ × П × (0.8 D1)2 × v2
0.785 v1 = 0.5024 v2
v2 = 1.56 v1
A1 > A2 and v1 > v2
Figure 13 illustrates the velocity distribution through the EBWT.
Three-dimensional simulations using computational fluid dynamics (CFD) ANSYS FLUENT are shown in Figure 14 and Figure 15, from which the mathematical approach, explained above, is illustrated. The velocity contours demonstrate the creation of low-velocity zones behind the turbine’s nose and high-velocity regions, particularly behind the blades. With an increase in tip speed ratio, the low-velocity area expands, and the increased-velocity area concentrates behind the turbine blades at high tip speed ratios. The blocking effect of the blades is increased with greater tip speed ratios, and a larger wake is created, which may impact the air moving through the turbine.
Figure 14. Velocity contours around six-bladed EBWT at 0.8 TSR and illustration line for pressure and velocity distribution.
Figure 15. Pressure and velocity distribution across the distribution line.

5.2.2. Analytical Evaluation of the Annual Wind Turbine Energy

Kinetic energy is the energy of motion of the moving air and can be calculated as:
Ec = ½ ƍ V v2
The air flowing through area A per second is expressed by:
V = A × v (m3/s)
So, wind power can be calculated by:
P = ½ ƍ × A × v3 (W)
Table 4 shows the calculated kinetic power, the annual potential wind power, the electric power output of the wind turbine (assuming Betz limit and yield losses), and the real yearly wind turbine energy production for V100 and V200 EBWTs for two different inlet wind speeds (5 m/s and 8 m/s).
Table 4. Specifications and output of the wind turbines.

6. Discussion

Unlike most of the previous studies reviewed in this work [46,47,50,51,52,53,54,55], the case studies investigated through this study focus on two nonconventional renewable energy systems that have been discussed and presented as challenging [48,49,56,57,58,59,60,61,62,63,64,65,66,67] in Egyptian buildings. Though thermal-solar systems are widely used in new cities in Egypt with the primary function of heating water, they are not used to cool, as recommended by this study.
It can be revealed from the above two case studies that the application of an STC system is practically possible by using an evacuated tube solar collector with a total area of 100 m2 and a hot water storage tank with a capacity of 5 m3, which can be located at the top of the roof of the first and second floor of the building. The case study revealed that small-sized thermal-cooling systems with absorption chillers and a cooling tower could be integrated and fit into the available space of Egyptian buildings.
The findings also revealed that the energy-ball wind turbine (EBWT) could provide the household of a typical low-rise building in Egypt with around 4.4 kW of clean energy, annually, with only 8 m/s wind speed, which can be used to power low-capacity home appliances. In addition, one of the most severe constraints of wind-energy implementation in urban locations in Egypt is the presence of clusters of high-rise buildings (Figure 16). These clusters comprise groups of buildings 33 to 42 m in height, with spacing as small as 12 m. In some areas, small facilities exist in between high-rise buildings too. The only valuable areas for small wind turbines are the roofs of high-rise buildings. Intermediate-rise buildings in between have abysmal chances of harvesting a feasible amount of wind energy.
Figure 16. Typical high-rise building layouts in Cairo (Nasr City), by authors.
In high-rise buildings, harvesting wind energy can be maximised by using conventional wind turbines on the roofs of these buildings, rather than using the energy-ball technique, but with some installation recommendations. The presence of high-rise buildings is considered an artificial roughness element that modifies the regular airflow pattern associated with ground effects. To install wind turbines in such situations, a rotor height of not less than 6 m above roof level is required. Considering the wake effect, small-power wind turbines must be installed staggered. A typical building footprint is 20 m × 30 m. This implies a possible downstream spacing between turbines of approximately 30 m and lateral spacing of 30 m (or 15 m for staggered arrangement. In terms of turbine rotor diameter of a HAWT, downstream spacing of 5 D and crosswind spacing of 3 D is usually recommended for turbines in clusters. This implies a maximum diameter of a HAWT, which can be adopted in an application of not more than 6 m. Since wind speed in urban areas cannot exceed 7 m/s, such a turbine would generate approximately 2 kW, assuming a HAWT power coefficient of 30%. If three turbines are installed on each roof, the total power generation per building using wind turbines could reach 6 kW. This power can be used to cover elevator loads as well as water-pumping loads for the building. Figure 17 shows a proposal for a staggered wind turbine arrangement on typical roofs of building clusters for two cases: a wind direction parallel to the building’s short side and a wind direction parallel to the building’s long side.
Figure 17. Proposed staggered arrangement of wind turbines on the typical building roof by authors.
This study shows that despite the challenges facing RE integration in the built environment in Egypt, many opportunities appear for traditional and novel solutions. This study presents a novel solution of applying solar-thermal-cooling systems and energy-ball wind turbines to new/existing low-rise buildings in new cities and the countryside. However, it should be emphasized that governmental actions are necessary at this stage to achieve energy-efficient residential buildings [68]. This can only be achieved by generating effective energy-efficiency (EE) codes for residential buildings. Building energy-efficiency codes (BEECs) have been initiated in Egypt between 2005 and 2009 [69]. These codes were created to assure better energy performance for residential, commercial, and governmental buildings. Unfortunately, these codes have not met any compulsory actions to execute them on newly built dwellings and, consequently, no training for actors in the building chain has commenced, and no compulsory actions or obligations, nor encouragement policies that include incentives and penalties, have been generated to apply the BEECs in Egypt. Thus, the BEECs in Egypt have been voluntary until now.
The advance in technology witnessed by our societies now makes the implementation of sustainability ideas feasible. At this stage, thousands of research ideas and patents are produced each year, but what is really missing is the real implementation. However, this will not happen without establishing three main pillars (laws, people, and technology). Laws should be implemented by policy makers, people should be educated and trained, and technology should be made available to society. In the context of this work, energy efficiency in buildings and an integrated renewable energy built environment are a must.

7. Conclusions

The following conclusions are obtained from this study.
(1)
The Egyptian building stock has several standard features with trends in other countries. Significant research efforts have been contributed towards studying the opportunities of integrating renewables into the built environment and the reviewed studies showed good opportunities for integrating PV solar energy on the roofs of Egyptian buildings; however, actual implementation in Egypt has only been achieved on a very limited stage, almost only based on solar water heaters.
(2)
Solar-thermal-cooling systems are technically viable to be applied to low-rise buildings in Egypt. An evacuated tube solar collector with a total area of 100 m2 and a hot water storage tank with a capacity of 5 m3 can be located on the rooftop of these buildings.
(3)
Opportunities for integrating wind energy in the energy mix for residential applications exist by utilizing the energy-ball wind turbine (EBWT), which can provide the household of a typical low-rise building in Egypt with around 4.4 kW of clean energy annually with only 8 m/s wind speed. In high-rise buildings in Egypt, if three HAWTs are installed on each roof with the proposed staggered arrangement, the total power generation per building using wind turbines could reach 6 kW.
(4)
Serious efforts must be taken in Egypt towards the actual implementation and integration of renewables into the Egyptian built environment. Enforcing national and international codes is a must. Meanwhile, energy efficiency in buildings should be the starting point. Energy-efficient and integrated-renewable-energy built environments must be seriously investigated and implemented.

Author Contributions

Conceptualization, I.E.-M., A.M.R.E., O.T.O. and M.Q.R.; methodology, A.I.E. and E.E.; software, A.I.E., E.E., S.T.E.-B. and M.E.; validation, K.D. and A.M.R.E.; formal analysis, I.E.-M., O.T.O. and M.Q.R.; investigation, A.I.E., E.E., S.T.E.-B. and M.E.; resources, A.I.E., E.E., S.T.E.-B. and M.E.; data curation, A.I.E., E.E., S.T.E.-B. and M.E.; writing—original draft preparation, All authors; writing—review and editing, I.E.-M., M.Q.R. and O.T.O.; visualization, S.T.E.-B., M.E. and R.S.A.e.-L.; supervision, I.E.-M., A.M.R.E., O.T.O. and M.Q.R.; project administration, I.E.-M., A.M.R.E., O.T.O. and M.Q.R.; funding acquisition, M.Q.R., O.T.O. and I.E.-M. All authors have read and agreed to the published version of the manuscript.

Funding

This research was funded by the UK British Council allowing the project fund and The British University in Egypt allowing logistic support to the Centre for Renewable Energy to conduct this investigation.

Data Availability Statement

Not applicable.

Acknowledgments

The authors acknowledge the administrative support and kind assistance received by Ahmed Saleh (director of contracts and grants), Abdelwahab Ahmed (mechanical engineering TA), and Reem Ibrahim (accounting senior supervisor—finance department).

Conflicts of Interest

The authors declare no conflict of interest.

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