Developing an Optimized Energy-Efficient Sustainable Building Design Model in an Arid and Semi-Arid Region: A Genetic Algorithm Approach
Abstract
:1. Introduction
Study Area
2. Materials and Methods
2.1. Strategies for Designing Energy-Efficient and Sustainable Buildings
2.1.1. Windows Glazing
2.1.2. Windows Orientation
Window-to-Wall Ratio (WWR) and Shading Strategies
2.1.3. Construction Material
2.2. Building Energy Modeling (BEM)
2.2.1. Genetic Algorithm
- The initial stage focused on window glazing as the variable, analyzed individually in a test room using a genetic algorithm with 14 options encompassing six different glazing types with varying colors and thicknesses, as detailed in Table 1.
- The second stage considered window configurations with two variables, including WWR and VSA for shading. Ten distinct window configurations were considered individually: four single-sided scenarios, two opposing scenarios, and four adjacent scenarios. For each window scenario, the WWR variable had 11 options ranging from 10% to 60% in 5% increments and the VSA variable had 17 options ranging from 10° to 90° in 5° increments.
2.2.2. Annual Energy Simulation
2.2.3. Computational Fluid Dynamics (CFD)
3. Results
3.1. Single-Side Windows
3.2. Opposing Windows
3.3. Adjacent Windows
3.4. Envelope Configurations
4. Retrofitting and Optimization of a Pre-Existing Building
Simulation Validation
5. Discussion
6. Conclusions
Author Contributions
Funding
Data Availability Statement
Acknowledgments
Conflicts of Interest
References
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Glaz Type | Description | Type of Pane | Thickness (mm) | Gap (mm) | Insulation | U-Value (W/m2K) | ||||
---|---|---|---|---|---|---|---|---|---|---|
Single Pane | Double Pane | Triple Pane | 3 | 6 | 13 | Air | Argon | |||
Type 1 | Sgl Clr or Green or Grey 3 mm | ✓ | ✓ | 5.894 | ||||||
Type 2 | Sgl Clr or Green or Grey 6 mm | ✓ | ✓ | 5.778 | ||||||
Type3 | Dbl Clr or Green or Grey 3 mm/13 mm Air | ✓ | ✓ | ✓ | ✓ | 2.716 | ||||
Type 4 | Dbl Clr or Green or Grey 3 mm/13 mm Arg | ✓ | ✓ | ✓ | ✓ | 2.556 | ||||
Type 5 | Trp Clr 3 mm/13 mm Air | ✓ | ✓ | ✓ | ✓ | 1.757 | ||||
Type 6 | Trp Clr 3 mm/13 mm Arg | ✓ | ✓ | ✓ | ✓ | 1.620 |
Wall Type | Description | |||||||||||||||||
---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|
Outside Plaster (150 mm) | EPS (Outside) (mm) | Mud-Brick (mm) | Brick—Baked (mm) | Aerated Brick (mm) | Aerated-Con Block (mm) | Brick—Reinforced x 2 (mm) | Concrete Cast Dense x 2 (mm) | EPS (Inside) (mm) | Earth or Mud Wall (mm) | Stone-Basalt (mm) | Inside Plaster (mm) | Total U-Value (W/m2·k) | Total R-Value (m2·k/W) | |||||
15 | 5 | 10 | 15 | 320 | 320 | 320 | 300 | 110 | 30 | 5 | 10 | 15 | 800 | 500 | 15 | |||
Type 1 | ✓ | ✓ | ✓ | 1.649 | 0.606 | |||||||||||||
Type 2 | ✓ | ✓ | ✓ | 1.483 | 0.674 | |||||||||||||
Type 3 | ✓ | ✓ | ✓ | 0.771 | 1.297 | |||||||||||||
Type 4 | ✓ | ✓ | ✓ | 0.676 | 1.480 | |||||||||||||
Type 5 | ✓ | ✓ | ✓ | ✓ | 0.539 | 1.856 | ||||||||||||
Type 6 | ✓ | ✓ | ✓ | ✓ | 0.539 | 1.856 | ||||||||||||
Type 7 | ✓ | ✓ | ✓ | ✓ | 0.322 | 3.106 | ||||||||||||
Type 8 | ✓ | ✓ | ✓ | ✓ | 0.322 | 3.106 | ||||||||||||
Type 9 | ✓ | ✓ | ✓ | ✓ | 0.230 | 4.356 | ||||||||||||
Type 10 | ✓ | ✓ | ✓ | ✓ | 0.230 | 4.356 | ||||||||||||
Type 11 | ✓ | ✓ | ✓ | ✓ | 0.239 | 4.180 | ||||||||||||
Type 12 | ✓ | ✓ | ✓ | ✓ | 0.249 | 4.015 | ||||||||||||
Type 13 | ✓ | ✓ | ✓ | 0.565 | 1.771 | |||||||||||||
Type 14 | ✓ | ✓ | ✓ | 2.679 | 0.373 |
Roof Type | Description | |||||||||||||||
---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|
Waterproof (mm) | Bitumen Sheet (mm) | Mortar (mm) | Cement Mortar (mm) | EPS (mm) | Slab (Co-Aerated) (mm) | Slab (Co-Reinforced) (mm) | Plaster (mm) | Soil (mm) | Reed Thatch (mm) | Plywood (mm) | Timber Joists (d/mm) | Total U-Value (W/m2·k) | Total R-Value (m2·k/W) | |||
5 | 5 | 50 | 50 | 5 | 10 | 15 | 120 | 120 | 15 | 50 | 200 | 15 | 150 | |||
Type 1 | ✓ | ✓ | ✓ | ✓ | 3.083 | 0.324 | ||||||||||
Type 2 | ✓ | ✓ | ✓ | ✓ | 1.003 | 0.997 | ||||||||||
Type 3 | ✓ | ✓ | ✓ | ✓ | ✓ | 0.635 | 1.574 | |||||||||
Type 4 | ✓ | ✓ | ✓ | ✓ | ✓ | 0.354 | 2.824 | |||||||||
Type 5 | ✓ | ✓ | ✓ | ✓ | ✓ | 0.254 | 4.074 | |||||||||
Type 6 | ✓ | ✓ | ✓ | ✓ | ✓ | ✓ | 0.378 | 2.644 |
Floor Type | Description | |||||||||||||
---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|
Carpet (mm) | Tiles (mm) | Ceramic (mm) | Mortar (mm) | Cement Mortar (mm) | EPS (mm) | Cast Concrete (mm) | Co-Compacted (mm) | Gravel (mm) | Soil (mm) | Total U-Value (W/m2·k) | Total R-Value (m2·k/W) | |||
10 | 20 | 20 | 30 | 30 | 5 | 10 | 15 | 100 | 100 | 200 | 500 | |||
Type 1 | ✓ | ✓ | ✓ | ✓ | ✓ | ✓ | 0.925 | 1.081 | ||||||
Type 2 | ✓ | ✓ | ✓ | ✓ | ✓ | ✓ | 0.697 | 1.435 | ||||||
Type 3 | ✓ | ✓ | ✓ | ✓ | ✓ | ✓ | ✓ | 0.372 | 2.685 | |||||
Type 4 | ✓ | ✓ | ✓ | ✓ | ✓ | ✓ | ✓ | 0.254 | 3.935 | |||||
Type 5 | ✓ | ✓ | ✓ | ✓ | ✓ | ✓ | ✓ | 0.193 | 5.185 |
Simulation Parameters | Test Room | Description |
---|---|---|
Site | Location | Kabul, Afghanistan (34.522362 N & 69.097524 E) |
Hourly weather data | EPW file from Kabul International Airport weather station | |
Test room | Room type | Residential |
Test room area | 6 m × 6 m | |
Test room height | 3 m | |
Construction material | Wall | Wall Type 1 |
Roof | Roof Type 1 | |
Floor | Floor Type 1 | |
Glazing | Single-pane, clear glass with 6 mm thickness | |
Opening | Openable areas | 50% |
Framing | Wooden window frame | |
Operation | Hot months based on control set points | |
Cooling | System seasonal CoP | COP 3 |
Device | Split air conditioner | |
Fuel | Electricity | |
Distribution method | Distribute cool air directly | |
Cooling set point | 24 °C | |
Operation | During hot period of the year (May to September) | |
Heating | System seasonal CoP | η = 0.8 |
Device | Gas heater | |
Fuel | Natural gas | |
Distribution method | Radiation | |
Heating set point | 22 °C | |
Operation | During cold period of the year (October to April) | |
Ventilation | Natural ventilation | Based on minimum temperature set points |
Infiltration | Crack template | Good/infiltration 0.000060 kg/s·m @ 1 Pa |
Lighting | Template | LED |
Pre-Existing Building | Optimized Building | |
---|---|---|
Building illustration (Axonometric) | ||
First floor plan | ||
Ground floor plan |
Seasons | Months | Existing Building (Actual) | Simulation Results for the Existing Building | Simulation Results for the Optimized Building |
---|---|---|---|---|
Winter | December | 448 | 126 | 109 |
January | 521 | 126 | 109 | |
February | 538 | 114 | 98 | |
Spring | March | 200 | 126 | 109 |
April | 150 | 122 | 105 | |
May | 156 | 337 | 230 | |
Summer | June | 201 | 768 | 395 |
July | 164 | 1168 | 608 | |
August | 158 | 996 | 550 | |
Autumn | September | 160 | 563 | 417 |
October | 150 | 126 | 109 | |
November | 200 | 122 | 105 | |
Total | 3046 | 4694 | 2944 |
Optimized Strategies | Single-Sided Windows | Opposing Windows | Adjacent Windows | |||||||||||||
---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|
Orientation | N | E | S | W | NS | EW | NE | ES | SW | WN | ||||||
N | S | E | W | N | E | E | S | S | W | W | N | |||||
WWR (%) | 60 | 60 | 60 | 50 | 10 | 60 | 60 | 30 | 10 | 60 | 10 | 60 | 60 | 10 | 60 | 10 |
VSA (degree) | 0 | 65 | 80 | 55 | 0 | 75 | 70 | 65 | 0 | 75 | 55 | 85 | 85 | 50 | 50 | 0 |
Window glazing | Trp Clr 3 mm/13 mm Arg (glazing type 6) | |||||||||||||||
Wall | Outside plaster 15 mm + EPS 150 mm + brick 320 mm + inside plaster 15 mm (wall Type 10) | |||||||||||||||
Roof | Bitumen sheet 5 mm + cement mortar 50 mm + EPS 150 mm + slab (co-reinforced) 120 mm + plaster 150 mm (roof type 5) | |||||||||||||||
Ground floor | Carpet 5 mm + ceramic 10 mm + cement mortar 30 mm + concrete 100 mm + gravel 200 mm (ground floor type 2) | |||||||||||||||
Partition wall | Plaster 15 mm + brick 220 mm + plaster 15 mm | |||||||||||||||
Internal floor (floor slab) | Carpet 5 mm + ceramic 10 mm + cement mortar 30 mm + slab (co-reinforced) 120 mm + plaster 150 mm |
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Ayoobi, A.W.; Inceoğlu, M. Developing an Optimized Energy-Efficient Sustainable Building Design Model in an Arid and Semi-Arid Region: A Genetic Algorithm Approach. Energies 2024, 17, 6095. https://doi.org/10.3390/en17236095
Ayoobi AW, Inceoğlu M. Developing an Optimized Energy-Efficient Sustainable Building Design Model in an Arid and Semi-Arid Region: A Genetic Algorithm Approach. Energies. 2024; 17(23):6095. https://doi.org/10.3390/en17236095
Chicago/Turabian StyleAyoobi, Ahmad Walid, and Mehmet Inceoğlu. 2024. "Developing an Optimized Energy-Efficient Sustainable Building Design Model in an Arid and Semi-Arid Region: A Genetic Algorithm Approach" Energies 17, no. 23: 6095. https://doi.org/10.3390/en17236095
APA StyleAyoobi, A. W., & Inceoğlu, M. (2024). Developing an Optimized Energy-Efficient Sustainable Building Design Model in an Arid and Semi-Arid Region: A Genetic Algorithm Approach. Energies, 17(23), 6095. https://doi.org/10.3390/en17236095