Green Roofs and Greenpass

The United Nations have identified climate change as the greatest threat to human life. As current research shows, urban areas are more vulnerable to climate change than rural areas. Numerous people are affected by climate change in their daily life, health and well-being. The need to react is undisputed and has led to numerous guidelines and directives for urban climate adaptation. Plants are commonly mentioned and recommended as one key to urban climate adaptation. Due to shading of open space and building surfaces, as well as evapotranspiration, plants reduce the energy load on the urban fabric and increase thermal comfort and climate resilience amongst many other ecosystem services. Plants, therefore, are described as green infrastructure (GI), because of the beneficial effects they provide. Extensive green roofs are often discussed regarding their impact on thermal comfort for pedestrians and physical properties of buildings. By means of Stadslab2050 project Elief Playhouse in Antwerp, Belgium, a single-story building in the courtyard of a perimeter block, the effects of different extensive green roof designs (A and B) on the microclimate, human comfort at ground and roof level, as well as building physics are analyzed and compared to the actual roofing (bitumen membrane) as the Status Quo variant. For the analyses and evaluation of the different designs the innovative Green Performance Assessment System (GREENPASS®) method has been chosen. The planning tool combines spatial and volumetric analyses with complex 3D microclimate simulations to calculate key performance indicators such as thermal comfort score, thermal storage score, thermal load score, run-off and carbon sequestration. Complementary maps and graphs are compiled. Overall, the chosen method allows to understand, compare and optimize project designs and performance. The results for the Elief Playhouse show that the implementation of green roofs serves a slight contribution to the urban energy balance but a huge impact on the building and humans. Variant B with entire greening performs better in all considered indicators, than the less greened design Variant A and the actual Status Quo. Variant B will probably bring a greater cost/benefit than Variant A and is thus recommended.


Introduction
The United Nations recently published a list of the main threats and challenges to human life [1]. Climate change is ranked on top of that list together with destruction of the environment, as the largest threats to human life.
Current research shows clearly, that urban areas are more vulnerable to climate change than rural areas [2][3][4]. A recent publication from Bastin et al. [5] illustrates the impacts of climate change on large cities using city analogies. For 77% of all global large cities a climatic analogy could be found, comparing their respective climate in 2050 to that of large cities today. For example, they predict Many mentioned papers used simulations software to investigate the effects of green roofs on climate and building physics. Presented findings are limited to average air and surface temperature or physiological equivalent temperature indices. This paper presents a new method that aims on the application by practitioners within a typical planning process. The method has been developed towards the need to integrate the climate-resilience issue in urban development and architectural processes and to generate specific statements regarding urban heat and the quality of different designs in urban microclimate context. It is capable to include GI designs in planning processes and allows to evaluate, compare and optimize their positive effects using key performance indicators, diagrams and maps. The chosen method is called the Green Performance Assessment System (GREENPASS ® ). By means of a project in Belgium, not only the effects of different green roof designs on the urban energy balance, human comfort and the building are analyzed compared to the actual Status Quo, but also the method itself has been evaluated towards applicability.

Materials and Methods
This section presents the applied method and limitations and gives comprehensive information regarding the selected case study and green roof project in Antwerp, Belgium.

GREENPASS ® Method
GREENPASS ® is the worldwide first software as a service solution (SaaS) for climate-resilient and resource-efficient urban planning and architecture, addressing up to six urban challenges: climate, water, air, energy, biodiversity and cost. It has been developed in the last 9 years in course of international research and design projects with more than €4 million in total funding [45]. To allow considering the effects of GI as green roofs in urban planning or architectural design processes regarding the named six urban challenges, the method of simulation has been chosen and combined with transparent and standardized processes with respect to the planning phase of a project. The standardized GREENPASS ® method uses ENVI-met ® microclimate simulation [46,47] for microclimatic input data within the planning, evaluation and optimization process. All physical calculations are based on outdoor field test validation and numerous scientific publications [48].
The evaluation method is standardized focusing on impact analysis for summer, which is probably the most affected period in urban areas by climate change and further, of most interest in terms of open space usage due to the frequency and possibility for usage by people. Thus, the method is limited in its standardized set-up to impact results for the summer period only. By available resources, additional diurnal analysis for seasonal (spring, autumn or winter) or a yearly period can be chosen as an extension by the application of the method. At same time, this tends to exceed monetary and temporal resources in planning processes by considering long-term analysis, as long as interaction of simulation software and availability of computational power for needed computation processes is technically restricted and not efficiently suitable for sophisticated and state-of-the-art simulation techniques and planning processes.

Toolbox
An international review of planning processes [49] revealed that worldwide planning processes basically follow a standardized pattern starting with preliminary design, followed by concept design and detailed design. To every phase of the planning process different resources (personnel, time and budget) are allocated. The toolbox accounts for that and provides tailored services for every phase, as described above, in accordance with the given resources [50].

1.
Assessment for preliminary design phase (01): low level of planning detail, results (five key performance indicators (KPIs)) produced based on machine learning engine, time of service: 3 h per project design; For the selected case study, the pre-certification (02) has been chosen for application.

GREENPASS ® Pre-Certification
The presented project results were elaborated following the GREENPASS ® pre-certification process (02) [51] that includes in total 12 key performance scores (KPSs) and indicators (KPIs) and addresses five urban challenges-climate, water, air, energy and biodiversity: • Based on the AT and PET maps, additional difference maps were elaborated to show the direct difference of the variants. The indicators were calculated by algorithms out of the simulation results and are linked to a multiparametric area analysis regarding land use categorization. The overall results of the applied method were finally documented in an easily understandable and illustrative report for decision-making.

GREENPASS ® Editor
By the use of the chosen method, the presented project was edited using the GREENPASS ® Editor, an independent GIS-based software and the crucial interface between scientific world of microclimate simulation and practical planning world. Common planning data, like CAD (.dxf) or GIS (.shp) formats, can be imported to the software in a straight and easy way. The planning project can then be edited within the software, e.g. assigning materials from a comprehensive database (linked with ENVI-met ® ) to project elements, adding green infrastructures etc. The software finally automatically transforms the modelled data to a digital simulation model in ENVI-met ® compatible data file format (.inx) [52].

Case Study-Elief Playhouse Antwerp
For this paper, the Elief Playhouse Antwerp (Speelhuis Elief) has been chosen as a case study project. Elief Playhouse is a daycare facility for children with an approximately 440 m 2 large one-floor building in the district Berchem in the southwest of Antwerp/Belgium.
The project is one out of four selected roofs in the frame of the Stadslab2050 initiative of the city of Antwerp, which serves as an urban laboratory to accelerate a sustainable urban development and climate adaptation in Antwerp [53]. The roofs will become greened with climate-robust green roof installations in different variations. The Elief Playhouse is located in a courtyard within a perimeter block, surrounded by low buildings with up to three floors ( Figure 1). The courtyard is shaped by a large-scale sealed area and a lawn adjacent to the building. The old building has a flat bitumen roof with several light domes and 3 additional angled roof structures.

Case Study-Elief Playhouse Antwerp
For this paper, the Elief Playhouse Antwerp (Speelhuis Elief) has been chosen as a case study project. Elief Playhouse is a daycare facility for children with an approximately 440 m 2 large one-floor building in the district Berchem in the southwest of Antwerp/Belgium.
The project is one out of four selected roofs in the frame of the Stadslab2050 initiative of the city of Antwerp, which serves as an urban laboratory to accelerate a sustainable urban development and climate adaptation in Antwerp [53]. The roofs will become greened with climate-robust green roof installations in different variations. The Elief Playhouse is located in a courtyard within a perimeter block, surrounded by low buildings with up to three floors ( Figure 1). The courtyard is shaped by a large-scale sealed area and a lawn adjacent to the building. The old building has a flat bitumen roof with several light domes and 3 additional angled roof structures. For the roof, two different greening scenarios were designed by an international expert for green infrastructure and green roofs: Both scenarios were composed of extensive green roofs with different planting zones adapted to the limited roof load capacity. The roof of Variant A was greened approximately 75 %, while Variant B was fully greened. The green roof construction heights varied from 7 to 15 cm with respect to the load capacity of the roof. The green roofs could be assigned as extensive green roofs with diverse modelling heights for different habitats to promote biodiversity ( For the roof, two different greening scenarios were designed by an international expert for green infrastructure and green roofs: Both scenarios were composed of extensive green roofs with different planting zones adapted to the limited roof load capacity. The roof of Variant A was greened approximately 75%, while Variant B was fully greened. The green roof construction heights varied from 7 to 15 cm with respect to the load capacity of the roof. The green roofs could be assigned as extensive green roofs with diverse modelling heights for different habitats to promote biodiversity ( Figure 2).
The roof construction was built of a two-layer concrete with a thickness of 25 cm in total with average thermal conductivity of 1.3 W/(m K), a density of 1840 kg/m 3 and specific heat of 920 J/(kg K). It was covered with an 8 mm layer of bitumen membrane with a specific heat of 1255 J/(kg K) and a thermal conductivity of 0.032 W/(m K).

•
Variant B. Both scenarios were composed of extensive green roofs with different planting zones adapted to the limited roof load capacity. The roof of Variant A was greened approximately 75 %, while Variant B was fully greened. The green roof construction heights varied from 7 to 15 cm with respect to the load capacity of the roof. The green roofs could be assigned as extensive green roofs with diverse modelling heights for different habitats to promote biodiversity ( Figure 2).    Figure 3 shows the generated digital ENVI-met ® simulation models for the different scenarios for Elief Playhouse Antwerp, out of the GREENPASS ® Editor. The difference of the three models is limited to the green roof area of the playhouse (see yellow circles in Figure 3). The roof construction was built of a two-layer concrete with a thickness of 25 cm in total with average thermal conductivity of 1.3 W/(m K), a density of 1,840 kg/m 3 and specific heat of 920 J/(kg K). It was covered with an 8 mm layer of bitumen membrane with a specific heat of 1,255 J/(kg K) and a thermal conductivity of 0.032 W/(m K). Figure 3 shows the generated digital ENVI-met ® simulation models for the different scenarios for Elief Playhouse Antwerp, out of the GREENPASS ® Editor. The difference of the three models is limited to the green roof area of the playhouse (see yellow circles in Figure 3). The input data for the ENVI-met ® microclimate simulation was taken according to GREENPASS ® standardized process for an idealized hot summer day (21.07). The method was standardized focusing on impacts in summer, to generate results and allow statements regarding urban heat topic. Therefore, weather data from rp5.ru have been taken for the station Antwerp Deurne Airport METAR for the month July in the period 2013-2018 [54]. The 80 th percentiles for the period 11-31 July (only days with no precipitation) were extracted out from the data. The idealized day had a maximum air temperature of 27.5 °C ( Figure 4) and wind speed of 5 m/s at 10 m over ground [54] with SW inflow (based on main wind direction coming from windfinder.com data [55] for Antwerp Deurne Airport station).

Results-Case Study Elief Playhouse Antwerp
The project evaluated the benefits of green roofs compared to standard roofing based on the example of a playhouse in Antwerp, Belgium. Therefore, the status quo situation was evaluated The input data for the ENVI-met ® microclimate simulation was taken according to GREENPASS ® standardized process for an idealized hot summer day (21.07). The method was standardized focusing on impacts in summer, to generate results and allow statements regarding urban heat topic. Therefore, weather data from rp5.ru have been taken for the station Antwerp Deurne Airport METAR for the month July in the period 2013-2018 [54]. The 80th percentiles for the period 11-31 July (only days with no precipitation) were extracted out from the data. The idealized day had a maximum air temperature of 27.5 • C ( Figure 4) and wind speed of 5 m/s at 10 m over ground [54] with SW inflow (based on main wind direction coming from windfinder.com data [55] for Antwerp Deurne Airport station). The roof construction was built of a two-layer concrete with a thickness of 25 cm in total with average thermal conductivity of 1.3 W/(m K), a density of 1,840 kg/m 3 and specific heat of 920 J/(kg K). It was covered with an 8 mm layer of bitumen membrane with a specific heat of 1,255 J/(kg K) and a thermal conductivity of 0.032 W/(m K). Figure 3 shows the generated digital ENVI-met ® simulation models for the different scenarios for Elief Playhouse Antwerp, out of the GREENPASS ® Editor. The difference of the three models is limited to the green roof area of the playhouse (see yellow circles in Figure 3). The input data for the ENVI-met ® microclimate simulation was taken according to GREENPASS ® standardized process for an idealized hot summer day (21.07). The method was standardized focusing on impacts in summer, to generate results and allow statements regarding urban heat topic. Therefore, weather data from rp5.ru have been taken for the station Antwerp Deurne Airport METAR for the month July in the period 2013-2018 [54]. The 80 th percentiles for the period 11-31 July (only days with no precipitation) were extracted out from the data. The idealized day had a maximum air temperature of 27.5 °C ( Figure 4) and wind speed of 5 m/s at 10 m over ground [54] with SW inflow (based on main wind direction coming from windfinder.com data [55] for Antwerp Deurne Airport station).

Results-Case Study Elief Playhouse Antwerp
The project evaluated the benefits of green roofs compared to standard roofing based on the example of a playhouse in Antwerp, Belgium. Therefore, the status quo situation was evaluated

Results-Case Study Elief Playhouse Antwerp
The project evaluated the benefits of green roofs compared to standard roofing based on the example of a playhouse in Antwerp, Belgium. Therefore, the status quo situation was evaluated together with the two planning variants (A and B). The design variants were compared regarding several KPSs and KPIs for an idealized and typical hot summer day. Figure 5 shows the AT of the three designs at 15:00 at ground level and Figure 6 shows the AT of the same designs at roof level. On the simulated day, the air temperature of the courtyard would reach temperatures of up to 28.6 • C (Figure 5a-c). The air temperature at roof level reached 27.7 • C (Figure 6a-c). Figures 7 and 8 display the same information for PET, accordingly. The physiological equivalent temperature (PET) reached up to 54.6 • C in the courtyard area at ground level (Figure 7a-c), while the roof level showed a PET from 28.9-47.5 • C (Figure 8a) in the Status Quo variant and between 28.9-44.8 • C in the planning variants (Figure 8b,c). together with the two planning variants (A and B). The design variants were compared regarding several KPSs and KPIs for an idealized and typical hot summer day. Figure 5 shows the AT of the three designs at 15:00 at ground level and Figure 6 shows the AT of the same designs at roof level. On the simulated day, the air temperature of the courtyard would reach temperatures of up to 28.6 °C (Figure 5a-c). The air temperature at roof level reached 27.7 °C (Figure 6a-c). Figures 7 and 8   In Figure 9 the difference of air temperature is shown. The Status Quo Variant was compared either to design Variants A and B, on ground and roof levels at 15:00. Figure 9a shows a large-scale air temperature difference between the Status Quo and planning Variant A scenario of up to 0.5 °C at the roof level at 15:00. Compared to that, planning Variant B gained an air temperature difference of up to 0.7 °C on roof level (Figure 10c

Maximum Difference in °C, Compared to Status Quo Variant A Variant B
AT In Figure 9 the difference of air temperature is shown. The Status Quo Variant was compared either to design Variants A and B, on ground and roof levels at 15:00. Figure 9a shows a large-scale air temperature difference between the Status Quo and planning Variant A scenario of up to 0.5 • C at the roof level at 15:00. Compared to that, planning Variant B gained an air temperature difference of up to 0.7 • C on roof level (Figure 10c Also at night-time, the planning variants brought a reduction in air temperature and PET, compared to the actual situation. Both planning Variants A and B had an air temperature reduction of up to 0.1 °C (Figure 10a,b) and of up to 0.2 °C PET (Figure 10c,d). Regarding night-time cooling the green roof designs thus also had a slightly higher performance than the actual situation. In extension, the indoor air temperature (IAT) has also been analyzed for the whole building's body and volume (with abstraction of no inner differentiation of rooms and windows) to show the impact of green roof installation on the building's indoor environment, by using ENVI-met ® simulation software.
The following Figure 11 shows, that the Status Quo building would reach on a typical hot  Also at night-time, the planning variants brought a reduction in air temperature and PET, compared to the actual situation. Both planning Variants A and B had an air temperature reduction of up to 0.1 • C (Figure 10a,b) and of up to 0.2 • C PET (Figure 10c,d). Regarding night-time cooling the green roof designs thus also had a slightly higher performance than the actual situation.
In extension, the indoor air temperature (IAT) has also been analyzed for the whole building's body and volume (with abstraction of no inner differentiation of rooms and windows) to show the impact of green roof installation on the building's indoor environment, by using ENVI-met ® simulation software.
The following Figure 11 shows, that the Status Quo building would reach on a typical hot summer day more than 27 • C IAT in its peak at 12:00 (from an indoor air temperature of 19.8 • C, at simulation start), which was a significantly higher load, compared to the greened reference scenarios, Variants A and B (Figure 11 and Table 2 The difference in the mean IAT shows, that the green roof planning Variant A had, on a typical hot summer day with 21.74 °C, a 2.63 °C lower air temperature load within the building. While the entire greened Variant B had, with a 3.38 °C lower mean IAT, even a more respectable higher performance, both Variants A and B will cool the building in summer days through the green roof installation ( Table 2).   The implementation of the extensive green roof served a reduction of the IAT by more than 5 • C at the peak and following, indicating a higher indoor comfort for the users in summer-time.
The difference in the mean IAT shows, that the green roof planning Variant A had, on a typical hot summer day with 21.74 • C, a 2.63 • C lower air temperature load within the building. While the entire greened Variant B had, with a 3.38 • C lower mean IAT, even a more respectable higher performance, both Variants A and B will cool the building in summer days through the green roof installation (Table 2).
Furthermore, the energy flux (EFB) of the entire building was analyzed for the different variants. The Status Quo building had, with more than 16,000 W/m 2 in sum, a significantly higher energy flux of the building on a typical hot summer day, compared to the greened planning design Variant A with approximately 5,000 W/m 2 and Variant B with approximately 2,000 W/m 2 (Table 3).  Figure 13 shows the results of the KPSs of the two green roofs designs compared to the status quo situation.  (Table 3).  Figure 13 shows the results of the KPSs of the two green roofs designs compared to the status quo situation. The application of only approximately 440 m 2 of green roof in a project area of approximately 10,800 m 2 led to a slightly reduced temperature of the out-streaming air body compared to Status Quo. Only 4% of the total project area constructed as green roof resulted further in an improved TCS of 30.85 at roof level. The storage of energy of the whole project simulation model could be reduced by the installation of the green roof Variants A or B. The runoff is improved significantly for the roof from the actual 0.9, to 0.46 for Variant A and 0.34 for Variant B, and showed the performance of greened roofs regarding water retention. The rather shallow green roofs with extensive greening (mostly succulents) added only 2 grams carbon sequestration performance per day to the existing greenery within the project area ( Figure 13). The application of only approximately 440 m 2 of green roof in a project area of approximately 10,800 m 2 led to a slightly reduced temperature of the out-streaming air body compared to Status Quo. Only 4% of the total project area constructed as green roof resulted further in an improved TCS of 30.85 at roof level. The storage of energy of the whole project simulation model could be reduced by the installation of the green roof Variants A or B. The runoff is improved significantly for the roof from the actual 0.9, to 0.46 for Variant A and 0.34 for Variant B, and showed the performance of greened roofs regarding water retention. The rather shallow green roofs with extensive greening (mostly succulents) added only 2 grams carbon sequestration performance per day to the existing greenery within the project area ( Figure 13).

Results and Discussion
This paper presents the results of an impact assessment of different design variants of a playhouse in Antwerp. The design variants of Status Quo situation, green roof Variant A and green roof Variant B have been analyzed using the GREENPASS ® method, a planning and optimization tool for design decision-making with a focus on a typical hot summer day.
It is shown, that already only a 440 m 2 green roof implementation in a rough surrounding derives an improvement regarding the urban challenges of climate, water, air and energy. The effects may appear limited in some respects e.g., climate. However, one has to bear in mind that the green roof area covers only approximately 4% of the total project area.
Both green roof variants showed better performance potential than the actual Status Quo regarding the urban challenges of climate (TLS, TCS, AT), water (ROS), air (CSS) and energy (TSS, IAT, EFB). Apart from this, a green roof derives numerous other positive impacts and improvements on the environment, humans and buildings. In a direct performance comparison of the two design Variants A and B, Variant B delivers obvious advantages and larger impacts, due to better results for all considered KPSs and KPIs.

Urban Challenge of Climate: Thermal Comfort on Pedestrian Level
The impact assessment of the green roof designs regarding thermal comfort at the pedestrian level result in an improvement of 0.1 to 0.2 • C. Peng and Jim [27] published their investigation on that topic in 2013. Zhang et al. [28] found a reduction of air temperature at the pedestrian level of 0.1 to 0.3 • C. Both support and approve the findings of the presented paper. Ng et al. [29] as well as Rosenzweig [31] in contrast concluded that green roofs have only a neglectable influence on the thermal comfort at the pedestrian level. One has to bear in mind that they derived their findings from simulations performed for areas dominated by high rise buildings, compared to Elief Playhouse.

Urban Challenge of Water: Runoff
Regarding urban challenge of water, the green roof installations have a huge impact, compared to the actual Status Quo according to the performed assessment. The results are not surprising when considering that a bitumen foil roof barely retains water, while green roofs can store water in return. According to the Austrian standard [20] typical for green roofs, a run-off coefficient for every type of green roof (extensive, intensive, etc.) is requested. Greenings with more than 10 cm have to reach a runoff coefficient of 0.3. The calculated ROS for the extensive greened designs is close to this requirement and only varies slightly, due to further consideration of non-greened project (roof) area too. The relevance of green roofs for sustainable urban water management has also been addressed in many papers in recent years [21][22][23][24].

Urban Challenge of Energy: Indoor Air Temperature and Energy Flux
Especially in terms of energy, both green design variants deliver a significant impact on the building. The applied methodology includes only a simplified calculation of the building's physical processes and assumes the building being one volume and air body.
Both green roof designs reduce the mean indoor air temperature by 2.6 • C respectively 3.4 • C in a timespan of only 24 h. The energy flux into the building compared to the actual Status Quo is reduced to less than 1/3 for Variant A and approximately 12% for Variant B. Building physical investigations of green roofs regularly reveal their building physical potential. Papers and scientific thesis as published by Scharf and Zluwa [40], Pitha et al. [21], Mattuschka [35], amongst others [32][33][34]41] showed comparable effects for green roofs. The papers point out that the improvement of the insulation properties of buildings obviously correlates to the initial situation. The case study analyzed in this paper was equipped with bituminous foil and only 12 cm of insulation on a concrete slab. Therefore, the results of this paper appear to be reasonable.

GREENPASS ® Method
The selected method for analyses of different green roof designs and comparison to the actual situation was not applied on such a small-scale project before. The interventions of the designs affected only 440 m 2 or 4% of the total simulation model area.
Nevertheless, the applied assessment method provided understandable and plausible values regarding the investigated effects of green roofs in summer. A comparison with existing related papers and projects [21,27,28,[33][34][35][36]40,42,56] shows that the produced results sound feasible and can be definitely realistic, due to various outdoor and indoor field measurements of green roof impacts on the environment, human thermal comfort and the building.
In contrast to standard microclimate simulations, the GREENPASS ® method provides not only AT and PET maps, etc., but provides a series of KPSs and KPIs presented in Figure 13. These indicators allow a good understandability and comparability even for non-experts. The paper confirmed that the indicators actually illustrate the partly minimal differences between the design variants that can hardly be seen on the maps.
These two aspects allow a clear understanding of what impact the chosen designs will have and how the performance of a project regarding the urban challenges of climate, water, air and energy can be influenced and optimized. The method delivers results that allow fact-based decision-making and can be used for (public) communication purposes. The method in its standardized form does not aim a seasonal study, since it is not common in terms of microclimate analysis. The practical method is standardized focusing on a typical hot summer day with a time scale of 24 to 72 h (depending on the grade of detail) and is thus limited to results for a hot summer day. As standardized, it does not deliver all-seasonal impact results, due the focus on the microclimate common to the urban heat issue, but still enabling fact-based design decision-making for climate-resilient urban development and architecture.
The method further does not replace a detailed long-term building physics expert analysis, but rather delivers first rough results as a decision-making basis regarding the building's performance in summer by considering the needs and possibilities in urban design stages, where a detailed analysis within the concept phase is often not expedient due a restricted grade of detail for building materials.
To become all-seasonal impacts results of the measures regarding the urban and building thermal complex and interdependencies beyond the summer focus, a more detailed and diurnal analysis for seasonal or a yearly period is needed.

Green Roofs and Greenpass-Conclusions
The presented project and assessment revealed that even small green roofs (only 4% of total area) derive significant and valuable effects on climate resilience regarding water retention, building physics and thermal comfort at the pedestrian level.
The applied GREENPASS ® method is efficient for assessment of design impacts for providing reliable and (in line with thematically related papers) easily understandable results regarding the project performance related to different urban challenges, serving for fact-based decision-making and communication and specially focusing on the urban heat topic.
The presented project underlines the relevance of green roofs in the context of urban energy and water balance. Even small green roofs contribute significantly to the building, climate and neighborhood in summer. However, a significant city-wide effect can be achieved only when a network of green roofs and other green infrastructures is installed within the urban fabric [36]. Thanks to new planning and design support tools, such as the presented GREENPASS ® method, these effects can be assessed precisely and optimized within the planning phase.