Urban Heat Island Mitigation Strategies: Experimental and Numerical Analysis of a University Campus in Rome (Italy)
Abstract
:1. Introduction
2. Materials and Methods
2.1. The Case Study
2.2. Methodology
- Case study identification. This is a preliminary step useful to identify high thermal stress areas characterized by low greenery, large paved surfaces, poor shading, and absence of water sources.
- Monitoring and analysis of the selected area. The geometric characteristics of the area need to be noted, as well as the characteristics of the green areas. In this way, the thermal stress can be evaluated. Additional measurements can be carried out for the numerical model calibration.
- Numerical model generation. The constructive and geometrical features of the site need to be modeled through a thermo-fluid dynamic code, such as ENVI-met.
- Numerical model calibration. The measured environmental microclimatic parameters are used to calibrate the numerical model, setting the domain boundary conditions.
- Identification of the mitigation techniques and strategies. Suitable mitigation techniques need to be identified. As a theoretical analysis, the solutions are selected among the most used in similar conditions, but do not take into account limitations that may arise in cases of real applications (e.g., availability of public water in case of blue mitigation strategies, or using mitigation strategies as not able to influence the historical architecture of the buildings and the urban area).
- Assessment of mitigation scenarios. The last step is related to the analysis of the influence of different mitigation strategies and techniques, to be used alone and in combination, on the air temperature and thermal comfort evolution in selected spots of the case study area.
2.3. Numerical Model Setup
2.4. Mitigation Strategies
- Current situation: This scenario refers to the actual conditions of the external areas, characterized by large paved surfaces.
- Scenario 1: This scenario is characterized by the insertion in the external environment of 9 trees in the paved surface area and of 8 trees in the parking area (see also Figure 1b). All the trees are 5 m height.
- Scenario 2: This scenario is characterized by the integration of 4 trees inside the paved surface (orange square in Figure 1b) and of 3 trees inside the parking area, all characterized by 15 m height.
- Scenario 3: This scenario is characterized by the integration of a cool pavement inside the area outlined through the red dot line. The cool pavement has a solar reflectance equal to 0.8.
- Scenario 4: This scenario is characterized by the integration of a canopy in the parking area (see Figure 1b).
- Scenario 5: This scenario is characterized by the integration proposed for Scenario 4, with the additional application of lawn on the paved surface in front of the refurbished ex-towing tank building.
- Scenario 6: It is characterized by both the integrations described for Scenario 5 and the insertion in the external environment of 8 trees in the paved surface area and of 5 trees in the parking area (see also Figure 1b). All the trees are 5 m in height.
- Scenario 7: It is characterized by both the integrations described for Scenario 5 and the insertion in the external environment of 8 trees in the paved surface area and of 5 trees in the parking area (see also Figure 1b). All the trees are 15 m in height.
- Scenario 8: It is characterized by both the integrations described for Scenario 3 and Scenario 4.
3. Results and Discussion
3.1. Preliminary UHI Phenomenon Evaluation
3.2. Numerical Model Calibration
3.3. Air Temperature Spatial Variation
4. Conclusions
- purposes during the design phase should account not only buildings but also external areas, and this aspect should also concern university campuses;
- during the warmest hours of the day, trees with a height of 5 m or 15 m allowed to reach an air temperature increase due to their capability to hinder the wind (a more important effect instead of their shading capability);
- cool pavements decreased the daily average air temperature of −0.22°C;
- lawn, instead of cool pavement, led to an air temperature reduction throughout the day, reaching the highest air temperature reduction during the evening;
- combined mitigation solutions allowed to reach better results in terms of air temperature reduction; considering the receptor T2 and a campus opening period from 8:00 a.m. to 8:00 p.m., the best solution is represented by Scenario 8. On the other hand, considering the receptor T5, the best solution is represented by Scenario 5. In both cases, the parking area canopy plays an important role for achieving an air temperature reduction.
Author Contributions
Funding
Conflicts of Interest
References
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Material | Emissivity (-) | Reflectance (-) |
---|---|---|
Asphalt (Figure 3a) | 0.94 | 0.10 |
Large brick (Figure 3b) | 0.93 | 0.30 |
Small brick (Figure 3c) | 0.85 | 0.60 |
Shed panel (Figure 3d) | 0.90 | 0.50 |
Ex-towing tank panel (Figure 3e) | 0.80 | 0.88 |
Parameter | Value |
---|---|
Air temperature at 2 m (°C) | Forced |
Relative humidity at 2 m (%) | Forced |
Wind speed (m/s) | 1.37 |
Wind direction (°) | 191 (South-West) |
Specific humidity at 2500 m (gwater vapor/kgair) | 7 |
Roughness length at measurement site (m) | 0.01 |
Initial atmosphere temperature (°C) | 27.39 |
Simulation start date (-) | 21 July 2019 |
Simulation start time (h) | 18 |
Total hours of simulation (h) | 30 |
T1 | T2 | T3 | T4 | Average | ||||||
---|---|---|---|---|---|---|---|---|---|---|
MAE | RMSE | MAE | RMSE | MAE | RMSE | MAE | RMSE | MAE | RMSE | |
Sim1 | 1.28 | 1.41 | 1.07 | 1.25 | 1.05 | 1.20 | 1.20 | 1.32 | 1.15 | 1.30 |
Sim2 | 0.90 | 1.00 | 0.68 | 0.75 | 0.63 | 0.68 | 0.80 | 0.88 | 0.76 | 0.83 |
Sim3 | 1.07 | 1.15 | 0.84 | 0.94 | 0.81 | 0.89 | 0.97 | 1.05 | 0.92 | 1.01 |
Sim4 | 0.34 | 0.45 | 0.31 | 0.42 | 0.18 | 0.23 | 0.22 | 0.30 | 0.26 | 0.35 |
Sim5 | 0.26 | 0.35 | 0.25 | 0.35 | 0.16 | 0.24 | 0.16 | 0.22 | 0.21 | 0.29 |
Sim6 | 0.18 | 0.25 | 0.21 | 0.30 | 0.22 | 0.31 | 0.17 | 0.22 | 0.20 | 0.27 |
Scenarios | |||||||||
---|---|---|---|---|---|---|---|---|---|
1 | 2 | 3 | 4 | 5 | 6 | 7 | 8 | ||
Average difference (°C) | T2 | −0.03 | −0.01 | −0.22 | −0.10 | −0.28 | −0.26 | −0.23 | −0.28 |
T5 | 0.01 | 0.00 | −0.02 | −0.27 | −0.36 | −0.35 | −0.37 | −0.35 | |
Maximum difference (°C) | T2 | −0.28 | −0.37 | −0.41 | −0.34 | −0.58 | −0.63 | −0.78 | −0.48 |
T5 | 0.09 | ±0.02 | −0.05 | −0.40 | −0.52 | −0.53 | −0.56 | −0.51 |
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Battista, G.; Evangelisti, L.; Guattari, C.; De Lieto Vollaro, E.; De Lieto Vollaro, R.; Asdrubali, F. Urban Heat Island Mitigation Strategies: Experimental and Numerical Analysis of a University Campus in Rome (Italy). Sustainability 2020, 12, 7971. https://doi.org/10.3390/su12197971
Battista G, Evangelisti L, Guattari C, De Lieto Vollaro E, De Lieto Vollaro R, Asdrubali F. Urban Heat Island Mitigation Strategies: Experimental and Numerical Analysis of a University Campus in Rome (Italy). Sustainability. 2020; 12(19):7971. https://doi.org/10.3390/su12197971
Chicago/Turabian StyleBattista, Gabriele, Luca Evangelisti, Claudia Guattari, Emanuele De Lieto Vollaro, Roberto De Lieto Vollaro, and Francesco Asdrubali. 2020. "Urban Heat Island Mitigation Strategies: Experimental and Numerical Analysis of a University Campus in Rome (Italy)" Sustainability 12, no. 19: 7971. https://doi.org/10.3390/su12197971
APA StyleBattista, G., Evangelisti, L., Guattari, C., De Lieto Vollaro, E., De Lieto Vollaro, R., & Asdrubali, F. (2020). Urban Heat Island Mitigation Strategies: Experimental and Numerical Analysis of a University Campus in Rome (Italy). Sustainability, 12(19), 7971. https://doi.org/10.3390/su12197971