Predicting Water Supply and Evapotranspiration of Street Trees Using Hydro-Pedo-Transfer Functions (HPTFs)

: The climate, soil properties, groundwater depth, and surrounding settings in cities vary to a tremendous extent, which all lead to different growing conditions and health for street trees. Because of climate change, the availability of water in cities will undergo changes in the next decades. As urban trees have a very positive inﬂuence not only on microclimate but also on biodiversity and life quality in general, they need to be protected. Thus, we need to know how to measure and calculate the availability of water for street trees to optimize their site conditions and water supply. This study presents Hydro-Pedo-Transfer Functions (HTPFs) for predicting water supply and actual evapotranspiration of street trees for varying urban conditions. The HTPFs are easy to use, and the input parameters can either be mapped easily or taken from local climate agencies or soil surveys. The ﬁrst part of the study focuses on the theoretical background and related assumptions of the HTPFs for predicting water supply, and on obtaining the potential and actual evapotranspiration of urban street trees using easily available data. The second part gives information and exempliﬁes how this input data can be measured, mapped, or predicted. Calibration of the HTPFs were done using the sap-ﬂow measurements of three Linden trees ( Tilia cordata ). Exemplarily, the HTPF scenarios for the varying urban site conditions of Berlin are presented. The water supply and actual evapotranspiration of the street trees severely depend on the local climate (summer rainfall and potential evapotranspiration), site conditions (catchment area, soil available water, and degree of sealing), and on the tree characteristics (species, age, and rooting depth). The presented concept and the equations build a good and ﬂexible frame that is easy to program using a spreadsheet tool or an R script. This tool should be tested and validated also for other cities and climate regions.


Introduction
The climate, soil properties, groundwater depth, and surrounding settings in cities vary to a tremendous extent, which all lead to different growing conditions and health for street trees. In practice, a major question is how to calculate and manage the water supply and irrigation of street trees in order keep them alive even under difficult climate and site conditions. In the past, this has been difficult to calculate, and thus the main motivation behind this contribution.
This paper investigates so-called Hydro-Pedo-Transfer Functions (HPTFs) as a potential tool to better inform about water supply and water stress for individual trees in cities, such as Berlin. The HPTFs make it possible to predict the water supply and potential and actual evapotranspiration of deciduous street trees using easily available site and climate information. The relevant data can be taken either by site mapping and/or from local environmental services, climate agencies, and national soil surveys.
Because of climate change, the availability of water in cities will undergo changes in the next decades [1]. Higher temperatures, unstable transition periods, and an increase

Materials and Methods
Chapter 2 explains the basic principles of Hydro-Pedo-Transfer Functions (HPTFs) and defines the specific site information, such as climate (rainfall and potential evapotranspiration), soil (water retention and groundwater depth), and tree (species, age, rooting Effects of unusually high temperatures and prolonged dry periods occurred in the last three years (2018, 2019, and 2020), not only in Berlin but also in many other European regions. As a reaction to these extremely dry years, trees showed yellow/brown foliage and/or bare branches in the early summer months. This botanic reaction is common in late autumn. As a result, severe damage to the entire Berlin tree population occurred, indicated by massive deadwood development, fundamental deterioration in vitality, and individual tree mortality [19]. In both years, 2018 and 2019, the State of Berlin spent an additional 2.3 million euros for irrigation measures of city trees [20].
The Department of Economic and Social Affairs Population Dynamics of the United Nations expects that in the next 30 years, about 70% of the world's population will live in cities [21]. Especially in cities of arid and semi-arid regions, street trees are important for cooling the air temperature by transpiration and shading. They are essential for the quality of life. Thus, it became an essential issue to develop new strategies for greening inner-city places and planting new trees.

Materials and Methods
Chapter 2 explains the basic principles of Hydro-Pedo-Transfer Functions (HPTFs) and defines the specific site information, such as climate (rainfall and potential evapotranspiration), soil (water retention and groundwater depth), and tree (species, age, rooting depth, and catchment area), to solve the equations. Examples of how to gain these data either by mapping, measuring, or by using available digital data from various climate panels and soil information systems are also given.

Principles of Hydro-Pedo-Transfer Functions (HPTFs)
The principal idea behind HPTFs for predicting potential and actual evapotranspiration and groundwater recharge for cropland, grassland, and forest stands is described in detail in [22]. However, for deriving HPTFs for urban street trees, the inner-city growing conditions have to be considered. Therefore, firstly explanations are given of how the HPTFs were derived in principle, followed by modifications for urban site conditions. The procedure for deriving HPTFs contains two steps: First, a conventional soil-vegetationatmosphere-transpiration model (SVAT) was used to calculate the daily rates of evapotranspiration and percolation [22], using the following input parameters: • Daily climate data-precipitation, wind velocity, mean air temperature, mean air humidity, and net radiation; • Soil hydraulic functions-soil water retention, unsaturated hydraulic conductivity, and depth to the groundwater table; • Plant data-degree of soil cover, rooting depth, plant height, and stomata resistance for various soil moisture conditions.
Actual evapotranspiration (ETI a ) was calculated using the Penman-Monteith approach as modified by Rijtema [23]. Soil hydraulic functions were determined in the laboratory using the instantaneous profile method according to Plagge [24]. Model calibrations use either ETI a measurements from field studies, lysimeter measurements, or balances of total runoff from catchments [22]. The SVAT model was used for simulations of various combinations of site-specific conditions: • Four soil textures with plant available water from low to high; • Deciduous trees; • Six groundwater table depths (from 0.9 m to 2.8 m deep); • Sixteen climate stations in Germany.
Secondly, annual actual ETI a results of >12,000 SVAT simulations for varying water supply conditions were evaluated by means of nonlinear multiple regression analysis using the SPSS software package. Each annual actual ETI a value was nonlinearly correlated to the following:
Site-specific annual water supply (S w ).
The annual water supply (S w ) is defined by the available water resources that plants can use for transpiring, such as summer precipitation (P s ), soil available water in the root zone (W a ), capillary rise from the groundwater to the root zone (Q a ), and runoff (R o ) from surrounding sealed areas, which can be either a gain or a loss: S w = P s + W a + Q a ± R o (1) where S w is the available water supply of the tree catchment area (mm), P s is the summer precipitation from April 1 to September 30 (mm), W a is the available soil water in the effective root zone (mm), Q a is the actual capillary rise from the groundwater (mm), and R o is the surface runoff (mm), which is either a gain (+) or a loss (−) for the tree depending on the slope and draining direction in the catchment area. Next, it became necessary to combine both the water supply and the actual evapotranspiration within a logic framework. Figure 2 illustrates the principal idea of the HPTFs describing water stress and water supply: using the ratio of actual evapotranspiration and potential evapotranspiration (ETIa/ET0) against the actual water supply (S w ). Up to a critical threshold (in this case 800 mm), the ratio increases as a function of the water supply using Function 1; above this threshold the ratio only depends on the height of ET0 and can using Function 1; above this threshold the ratio only depends on the height of ET0 and can be described by Function 2, which is independent of the amount of Sw. The three lines (I, II, and III) of both functions indicate various levels of ET0. This HTPF concept, which is often called the "TUB-BGR" approach, introduced and described in detail in Wessolek et al. [22], allows predicting the annual actual evapotranspiration, water stress, and percolation rate for different land usage, climate, and side conditions. Figure 2. Principal HTPF concept: ETIa/ET0 (-) is the ratio of actual and potential evapotranspiration as a function of the total water supply (Sw). While Function 1 is to be used for sites with water limitation, Function 2 is suitable for sites without any water limitation. The threshold of an unlimited water supply for trees in the eastern part of Germany is about 800 mm. The three lines (I, II, and III) of both functions indicate various levels of ET0.
Among others, it has been used to predict the long-term means of the water budget within the framework of the Hydrological Atlas of Germany [26]. The HPTF results have been successfully validated by comparisons with the gauge-measured values of the mean percolation rate (R) + runoff (Ro) taken in 106 different catchment areas in Germany, as shown in Figure 3.  Principal HTPF concept: ETI a /ET0 (-) is the ratio of actual and potential evapotranspiration as a function of the total water supply (S w ). While Function 1 is to be used for sites with water limitation, Function 2 is suitable for sites without any water limitation. The threshold of an unlimited water supply for trees in the eastern part of Germany is about 800 mm. The three lines (I, II, and III) of both functions indicate various levels of ET0. This HTPF concept, which is often called the "TUB-BGR" approach, introduced and described in detail in Wessolek et al. [22], allows predicting the annual actual evapotranspiration, water stress, and percolation rate for different land usage, climate, and side conditions. Among others, it has been used to predict the long-term means of the water budget within the framework of the Hydrological Atlas of Germany [26]. The HPTF results have been successfully validated by comparisons with the gauge-measured values of the mean percolation rate (R) + runoff (R o ) taken in 106 different catchment areas in Germany, as shown in Figure 3.
Recently, the HPTF approach also has been successfully tested for water budget predictions and regionalization of drought stress within a German National Forest Inventory [27].

Conceptual Approach and Deriving Input Parameters
In this chapter, explanations are given of how the HPTF concept has been modified for urban street-tree conditions, and how evapotranspiration and water supply can be calculated easily. In detail, it is demonstrated how environmental factors, such as exposition, location and street type, tree species, soil properties, sealing degree, and climate, are considered. Moreover, information is given on how the input parameters can be derived easily by mapping or by using digital information platforms. Figure 4 shows principally, how street-tree sites can be characterized by (i) the tree canopy, which also defines the catchment area; (ii) soil and surface conditions; and (iii) effective rooting depth.
of both functions indicate various levels of ET0.
Among others, it has been used to predict the long-term means of the water budget within the framework of the Hydrological Atlas of Germany [26]. The HPTF results have been successfully validated by comparisons with the gauge-measured values of the mean percolation rate (R) + runoff (Ro) taken in 106 different catchment areas in Germany, as shown in Figure 3.   Recently, the HPTF approach also has been successfully tested for water budget predictions and regionalization of drought stress within a German National Forest Inventory [27].

Conceptual Approach and Deriving Input Parameters
In this chapter, explanations are given of how the HPTF concept has been modified for urban street-tree conditions, and how evapotranspiration and water supply can be calculated easily. In detail, it is demonstrated how environmental factors, such as exposition, location and street type, tree species, soil properties, sealing degree, and climate, are considered. Moreover, information is given on how the input parameters can be derived easily by mapping or by using digital information platforms. Figure 4 shows principally, how street-tree sites can be characterized by (i) the tree canopy, which also defines the catchment area; (ii) soil and surface conditions; and (iii) effective rooting depth.
The tree-canopy radius depends on the tree age and species. In our contribution, we assume that it describes on the ground 1:1 the catchment area beneath the tree crown. If, for example, the canopy has a radius (r) = 3 m, the catchment area (CA), in which root water uptake for evapotranspiration takes place, can be calculated as CA = π × r 2 (2) where CA is the catchment area (m 2 ) and r the radius of the crown area (m); for example, CA = 3.14 × 9 = 28.26 m 2 . Rooting depth: In our example, a maximum root depth of 1.6 m, a main root zone of 0.4 m, and a resulting effective root zone of 1.0 m ((1.6 + 0.4)/2) were considered ( Figure  4). Runoff from pavement flows either to the tree, thus improving water supply, or leaves the catchment and discharges into the rainwater canalization. Besides the radius of the canopy, one also should take the tree species into account, because tree species behave differently with respect to plant water uptake and transpiration. To describe the relative water demand of the different street-tree species, we suggest using the relative tree water demand coefficients (Tr), as listed in Table 1. They describe the relative differences among The tree-canopy radius depends on the tree age and species. In our contribution, we assume that it describes on the ground 1:1 the catchment area beneath the tree crown. If, for example, the canopy has a radius (r) = 3 m, the catchment area (CA), in which root water uptake for evapotranspiration takes place, can be calculated as where CA is the catchment area (m 2 ) and r the radius of the crown area (m); for example, CA = 3.14 × 9 = 28.26 m 2 . Rooting depth: In our example, a maximum root depth of 1.6 m, a main root zone of 0.4 m, and a resulting effective root zone of 1.0 m ((1.6 + 0.4)/2) were considered ( Figure 4). Runoff from pavement flows either to the tree, thus improving water supply, or leaves the catchment and discharges into the rainwater canalization. Besides the radius of the canopy, one also should take the tree species into account, because tree species behave differently with respect to plant water uptake and transpiration. To describe the relative water demand of the different street-tree species, we suggest using the relative tree water demand coefficients (T r ), as listed in Table 1. They describe the relative differences among tree species in terms of their water stress behavior and water demand, as described in literature such as Duthweiler et al. [28], Gillner [29], Rahman et al. [16], and Roloff et al. [30]. Table 1. Relative tree water demand (T r ). Examples for various tree species according to Duthweiler et al. [28], Gillner [29], Rahman et al. [16], and Roloff et al. [30]. However, we set in our calculations T r = 1.2, according to the original version of the HPTFs developed for deciduous trees, which has been calibrated for stands in Berlin and Hannover, Germany, as described by Wessolek et al. [22]. To simplify the tree root system, the so-called "effective root zone concept" was used, which is introduced and described in detail by Renger and Strebel [31] and Wessolek [32]. These assumptions also rely on German recommendations of the framework ATV-DVWK [33] for predicting evapotranspiration and water components for various land-use systems. All the necessary parameters used in this HPTF approach and relevant sources are listed in Table 2. Most of the required information, such as precipitation, soil texture, and groundwater depth, are available from national climate service centers or from local or national soil surveys. Tree-specific information, such as age, canopy, plant species, and soil surface (degree of sealing), should be mapped or are, like in Berlin, digitally available from the environmental agency [34].

Potential Evapotranspiration of Urban Sites (ET0u)
Local site conditions of street trees severely influence the incoming net radiation, wind speed, and air humidity, and thus the microclimate; i.e., the potential evapotranspiration varies to great extent. ET0 can be much lower by the shading effects of buildings or higher by advection processes, resulting in additional energy by lateral heat flow from the surrounding sealed and heated areas. Thus, HPTFs should consider these urban conditions.
Street size, i.e., width, and even more the height of the surrounding buildings influences the incoming light and shading conditions of street trees. As solar radiation [35], especially short-wave radiation [36], is considered the most important factor influencing evapotranspiration, the ET0 values can be smaller or in some cases even higher compared to open, non-urban landscapes. To design a flexible tool, we followed the landscape coefficient method (LCM) by Costello et al. [37], which includes the so-called microclimate coefficients for adapting the ET0 reference evapotranspiration [25] to specific urban site conditions. The coefficients range between 0.5 and 1.4 depending on the location, e.g., shading degree, strong winds, and lateral energy input [37,38]. Technically, we suggest using the so-called sky view factors (SVF) for taking differences in the degree of shading and radiation into account. SVF describe the ratio between the actual amount of radiation to the potential atmospheric radiation without urban limitations. It is a dimensionless value varying from 0 to 1 [39] and often determined by fish-eye photographs at a pedestrian level. For example, a SVF value of 1 means that the sky is completely visible, as in open and flat landscapes. In street canyons, only part of the sky is visible, which means that radiation is reduced, leading to a coefficient <1. Thus, we define an urban-specific potential evapotranspiration (ET0 u ) for sites with a reduced radiation by where ET0 u is the urban-specific potential evapotranspiration, SVF is the sky view factor, and ET0 is the potential FAO grass reference evapotranspiration according to Allen et al. [25]. The SVF coefficients for various urban site conditions, considering less radiation, are listed in Table 3. Table 3. Combination of the SVF coefficients according to Gong et al. [35] and Costello et al. [37], and advection coefficients (A) according to Bohne [40] and Schwärzel and Bohl [41] for various urban sites. * For streets with a reduced radiation: ET0 u = SVF × ET0; ** Degree of shading by buildings; *** For sites with an increased energy input by advection:

Urban Location
The individual sky view factor for the environment, respectively, the tree surroundings, could be determined for example by free GIS software, such as QGIS [42] and UMEP [43], or RayMan via fish-eye photographs [44].
On the other hand, ET0 might principally increase for inner-city places by advection, i.e., lateral energy flow from surrounding heated areas. In this case, the ET0 should be adapted by using advection coefficients (A) describing the increase in ET0 compared to sites without advection: where A is the advection factor and ET0 is the potential FAO grass reference evapotranspiration according to Allen et al. [25]. The A coefficients listed in Table 3 were gained by (i) lysimeter measurements of Bohne [40] and Schwärzel and Bohl [41]; and (ii) by a sensitivity study on the influence of increasing temperatures and radiation on potential evapotranspiration, done by Wessolek [45]. Using these SVF and A coefficients is the first integrated and practicable attempt considering the influence of urban conditions on ET0 predictions. The influence of various ET0 levels is included in Figure 2. It shows how the ratio of ETI a /ET0 reacts on various ET0 levels (Type I: A = 1.0; Type II: A = 1.2; and Type III: A = 1.3). In this example, Type II and Type III indicate additional energy by advection from the environment.

Soil Available Soil Water in the Effective Root Zone (W a )
Soil physical field and lab measurements can be used for the estimation of the soil available soil water (W a ) in the effective root zone, in which S aw describes the soil available water held between the water tension at field capacity (pF 1.8) and permanent wilting point (pF 4.2), according to Renger et al. [46]. If these data are not available, the so-called Pedo-Transfer Functions (PTFs) can be easily applied to predict soil water retention by the methods suggested by Vereecken et al. [47] and Wösten et al. [48]; those in Zacharias and Wessolek [49] are also suitable and available. In addition, soil physical data of the national soil survey service can be used easily. The soil available water (W a ) in the effective root zone (W e ) of trees can be predicted by where W a is the soil available soil water in the effective root zone (mm), S aw is the soil available water between the water tension pF 1.8-4.2, and W e is the effective root zone (m). Table 4 shows exemplarily the mean effective root depths of the differently aged trees and soil materials, and Table 5 gives a first orientation of the mean soil available water of the various soil substrates while the range of soil available water (S aw ) varies soil dependently from 8 to 20 vol.%. Thus, the mean available water varies between 80 for young tree and 120 mm for an old tree growing in sandy substrates and could reach a span from 160 mm until 240 mm per square meters for trees growing on silty soils, respectively.  Using this information, the total amount of available water (in liter) within the catchment area (C wa ) can be calculated by where C wa is the total amount of available water within the tree catchment area, W a is the soil available water in the effective root zone (mm), P S is the summer precipitation from 1 April to 30 September (mm), and A is the catchment area (m 2 ). Example: A 15-year-old street tree having (i) a catchment area of 28 m 2 ; (ii) an effective root zone of W e = 1.0 m; and (iii) is growing in Berlin in a medium compacted sandy soil with an S aw = 9 vol.%. The site is groundwater distant, i.e., no capillary rise occurs. The mean summer precipitation in Berlin is P s = 300 mm, and no runoff occurs. In this case, one gets W a = 9 ×10 (dm) = 90 L/m 2 .
Thus, C wa = (90 + 300) × 28 = 10,920 L soil available water in the effective root zone can be expected for the total tree catchment. Assuming a mean actual evapotranspiration per day and square meter catchment of 3 mm per day, the total tree water uptake out of the catchment is 28 × 3 = 84 L. In Germany, the mean active vegetation period is about 120 days per year (Mai, 1 till September 30th). Thus, a tree transpires in total 120 × 84 = 10,080 L. In this example, one can conclude that soil water storage of the catchment is sufficient for supporting the tree with water during the vegetation period.

Predicting Actual Capillary Rise (Q a ) from the Groundwater
The actual average capillary rise from the groundwater (Q a ) is not only dependent on the soil hydraulic functions but is additionally affected by climate. Thus, both a soil-and climate-specific limitation of capillary rise has to be considered, as is presented now.
First, the soil-specific capillary rise must be calculated. For this, steady-state capillary flow rates can be used, as listed for all soil textures in the German Soil Classification System KA5 [50]. They are called "potential capillary rise rates" (Q pot ) because they express the daily potential upward flow rates without climatic limitation. They have been calculated by solving the Darcy equation numerically for various steady-state pressure heads and distances between the groundwater table and the bottom of the effective root zone. Figure 5 shows the potential capillary rise rates (Q pot ) for the typical soil textures, according to the German Soil Classification System KA5 [51]. Next, the tree-specific time (T in days) in which an active uptake of capillary rise takes place must be considered. In Germany, this active period of water uptake corresponds with the active vegetation period and starts in May and ends in September (120 d). Detailed information can be taken from the Ad-Hoc AG Boden [51]. Hence, the maximum annual capillary rise of the groundwater (Qmax) to the root zone is given by where Qmax is the maximum annual capillary rise of the groundwater (mm/d), Qpot is potential capillary rise rate (mm/d), and T is the time (d).
In the next step, the upper limit of capillary rise depending solely on climatic conditions must be estimated. We call this the "climate controlled annual capillary rise" (Qcli), which can be calculated by using the following equation considering site and climate specific factors according to Wessolek et al. [22]: where Qcli is the climate-and site-controlled annual capillary rise (mm), Eo,s is the potential FAO grass reference evapotranspiration in the summer time from April till September (mm), Ps is the sum of the summer precipitation from April till September (mm), and Wa is the soil available water in the root zone (mm). The empirical coefficient 1.3 in Equation (8) expresses methodical differences in the calculation of the potential evapotranspiration (ET0) according to the FAO [25] and a modified Penman-Monteith-approach, which was used in the derivation of the HPTF [22]. The coefficient 0.5 multiplied with Wa (Equation (8)) results from field observations and measurements made on various locations influenced by groundwater, where it was observed that the process of capillary rise into the root zone started when 50% soil available water or less was reached [31].
Eo,s in Equation (8) can be calculated by a simple linear regression equation relating the FAO grass reference evapotranspiration of the summer half-year (from April until Next, the tree-specific time (T in days) in which an active uptake of capillary rise takes place must be considered. In Germany, this active period of water uptake corresponds with the active vegetation period and starts in May and ends in September (120 d). Detailed information can be taken from the Ad-Hoc AG Boden [51]. Hence, the maximum annual capillary rise of the groundwater (Q max ) to the root zone is given by where Q max is the maximum annual capillary rise of the groundwater (mm/d), Q pot is potential capillary rise rate (mm/d), and T is the time (d).
In the next step, the upper limit of capillary rise depending solely on climatic conditions must be estimated. We call this the "climate controlled annual capillary rise" (Q cli ), which can be calculated by using the following equation considering site and climate specific factors according to Wessolek et al. [22]: where Q cli is the climate-and site-controlled annual capillary rise (mm), E o,s is the potential FAO grass reference evapotranspiration in the summer time from April till September (mm), P s is the sum of the summer precipitation from April till September (mm), and W a is the soil available water in the root zone (mm). The empirical coefficient 1.3 in Equation (8) expresses methodical differences in the calculation of the potential evapotranspiration (ET0) according to the FAO [25] and a modified Penman-Monteith-approach, which was used in the derivation of the HPTF [22]. The coefficient 0.5 multiplied with W a (Equation (8)) results from field observations and measurements made on various locations influenced by groundwater, where it was observed that the process of capillary rise into the root zone started when 50% soil available water or less was reached [31].
E o,s in Equation (8) can be calculated by a simple linear regression equation relating the FAO grass reference evapotranspiration of the summer half-year (from April until September, E O,S ) to the ET0 of the entire year, as shown in Equation (9). This relation has been predicted for various locations in Germany for the period between 1961 and 1990 [22]. A linear regression analysis between ET0 and E o,s shows a close relation ( Figure 6). The equation for the German climate conditions is E o,s = 0.7158 × ET0 + 48 (9) where E o,s is the potential FAO grass reference evapotranspiration in the summer time (April-September (mm), and ET0 is the annual potential FAO grass reference evapotranspiration according to Allen et al. [25]. Eo,s = 0.7158 × ET0 + 48 (9) where Eo,s is the potential FAO grass reference evapotranspiration in the summer time (April-September (mm), and ET0 is the annual potential FAO grass reference evapotranspiration according to Allen et al. [25]. To make a realistic assessment of the actual amount of annual capillary rise (Qa) needed for the HPTF, three conditions for Qa may be distinguished [22]: where Qa is the actual amount of annual capillary rise, Qcli is the climate-and site-controlled annual capillary rise (mm), and Qmax is the maximum annual capillary rise of groundwater (mm/d).

Estimating Runoff (Ro)
Runoff (Ro) depends on the slope and structure of the soil surface in and besides the tree catchment. If, for example, the areas S1, S2, and S3 (see Figure 7) beneath the canopy are located deeper than the surrounding areas, runoff from outside might enter the catchment area, leading to an increase in SW. However, if S1, S2, and S3 are in a higher position compared to the surrounding level, then runoff might leave the catchment. This situation can be observed when older street trees do not have enough space for rooting and growing, leading to an upwards lift of the tree stump compared to the surrounding surface level. To make a realistic assessment of the actual amount of annual capillary rise (Q a ) needed for the HPTF, three conditions for Q a may be distinguished [22]: if Q cli < 0, then Q a = 0 if Q max > Qcli, then Q a = Q cli if Q max ≤ Q cli , then Q a = Q max (10) where Q a is the actual amount of annual capillary rise, Q cli is the climate-and site-controlled annual capillary rise (mm), and Q max is the maximum annual capillary rise of groundwater (mm/d).

Estimating Runoff (R o )
Runoff (R o ) depends on the slope and structure of the soil surface in and besides the tree catchment. If, for example, the areas S1, S2, and S3 (see Figure 7) beneath the canopy are located deeper than the surrounding areas, runoff from outside might enter the catchment area, leading to an increase in S W . However, if S1, S2, and S3 are in a higher position compared to the surrounding level, then runoff might leave the catchment. This situation can be observed when older street trees do not have enough space for rooting and growing, leading to an upwards lift of the tree stump compared to the surrounding surface level. Lysimeter studies and infiltration measurements of various urban areas show that Ro varies to a great extent, depending on the percentage of gaps among the pavement materials, rainfall intensity, and the age of the pavement. During the aging of the pavement, dust input reduces the infiltration and thus increases runoff [50,[52][53][54].
For predicting annual values, we suggest using β-infiltration coefficients, as listed in Table 6. They express both (i) the runoff (Ro) leaving the sealed surface; and (ii) the amount of rainfall that infiltrates either through gaps of the seam material or directly into the surrounding soil. Because of higher rainfall intensities in summer, we suggest distinguishing between the ß-coefficients for summer (Ps) and winter precipitation (Pw), as shown in Table 6. However, for predicting tree water supply, it becomes necessary to consider only the runoff of summer precipitation, because it might increase or decrease the amount of water supply. Thus, for each unit of the canopy area, we calculate Ro = Ps × ßs (11) where Ro is the runoff that might increase or decrease the water supply of the tree (mm), Ps is the sum of the summer precipitation from April to September (mm), and ßs = the summer runoff coefficient for various degrees of surface sealing (Table 6). Ro (mm) is the total amount of runoff during summertime that could either deliver or discharge surface water from or into the catchment area of the tree, as shown in Figure  7. For each catchment unit (S1, n), runoff (Ro) should be predicted by with For each segment, Ro is to be calculated by where Ro is the total runoff of all catchment units (S1,n) during summertime (mm), ßs is the infiltration coefficient for summer rain (-), and α is the share of the sealing unit (%) within the total catchment area, and n is the number of catchment units. Lysimeter studies and infiltration measurements of various urban areas show that Ro varies to a great extent, depending on the percentage of gaps among the pavement materials, rainfall intensity, and the age of the pavement. During the aging of the pavement, dust input reduces the infiltration and thus increases runoff [50,[52][53][54].
For predicting annual values, we suggest using β-infiltration coefficients, as listed in Table 6. They express both (i) the runoff (R o ) leaving the sealed surface; and (ii) the amount of rainfall that infiltrates either through gaps of the seam material or directly into the surrounding soil. Because of higher rainfall intensities in summer, we suggest distinguishing between the ß-coefficients for summer (P s ) and winter precipitation (P w ), as shown in Table 6. However, for predicting tree water supply, it becomes necessary to consider only the runoff of summer precipitation, because it might increase or decrease the amount of water supply. Thus, for each unit of the canopy area, we calculate where R o is the runoff that might increase or decrease the water supply of the tree (mm), P s is the sum of the summer precipitation from April to September (mm), and ß s = the summer runoff coefficient for various degrees of surface sealing (Table 6). Using the above presented information on Ps, Wa, Qa, and Ro, water supply (Sw) for the tree per unit catchment area can be predicted. How it is used for calculating the actual evapotranspiration of the street trees is explained in the following section.

Predicting the Actual Evapotranspiration of Street Trees
For predicting the actual evapotranspiration per unit catchment area, one first has to distinguish between two situations: sites that do not have a sufficient water supply to enable potential evapotranspiration (Sw < 800 mm = Function 1, Figure 2) and those with a sufficient water supply (Sw> 800 mm = Function 2, Figure 2). Thus, two HPTFs were derived by introducing a threshold of the so-called 'critical water supply'. In Germany, this critical water supply (Sw) equals 700 mm for croplands and grasslands and increases up to 800 mm for forest stands [23].
If the water supply (Sw) is limited, i.e., SW ≤ 800 mm, then the actual evapotranspiration (ETIa) for each square meter of the street-tree catchment can be calculated using Func- where ETIa is the actual evapotranspiration (mm/a), Tr = relative tree water demand (-), ET0u is the potential urban evapotranspiration (mm/a), and Sw is the water supply as explained by Equation (1). A water shortage for trees in the catchment occurs whenever ETIa < ET0u. Thus, the ratio of ETIa/ET0u can be used to characterize four cases of water deficiency in the catchment: (i) ETIa/ET0u > 0.8, indicating a good water supply, i.e., no water stress; (ii) ETIa/ET0u ranges from 0.8 to 0.6, indicating low to medium water stress; (iii) ETIa/ET0u ranges from 0.6 to 0.4, indicating moderate water-stress conditions; (iv) ETIa/ET0u < 0.4, indicating high up to severe water stress.
However, if water supply (Sw) is unlimited, i.e., Sw > 800 mm, the ETIa for each square meter street tree catchment can be calculated by using the above Equation (16) Using the above presented information on Ps, Wa, Qa, and Ro, water supply (Sw) for the tree per unit catchment area can be predicted. How it is used for calculating the actual evapotranspiration of the street trees is explained in the following section.

Predicting the Actual Evapotranspiration of Street Trees
For predicting the actual evapotranspiration per unit catchment area, one first has to distinguish between two situations: sites that do not have a sufficient water supply to enable potential evapotranspiration (Sw < 800 mm = Function 1, Figure 2) and those with a sufficient water supply (Sw> 800 mm = Function 2, Figure 2). Thus, two HPTFs were derived by introducing a threshold of the so-called 'critical water supply'. In Germany, this critical water supply (Sw) equals 700 mm for croplands and grasslands and increases up to 800 mm for forest stands [23].
If the water supply (Sw) is limited, i.e., SW ≤ 800 mm, then the actual evapotranspiration (ETIa) for each square meter of the street-tree catchment can be calculated using Func- where ETIa is the actual evapotranspiration (mm/a), Tr = relative tree water demand (-), ET0u is the potential urban evapotranspiration (mm/a), and Sw is the water supply as explained by Equation (1). A water shortage for trees in the catchment occurs whenever ETIa < ET0u. Thus, the ratio of ETIa/ET0u can be used to characterize four cases of water deficiency in the catchment: (i) ETIa/ET0u > 0.8, indicating a good water supply, i.e., no water stress; (ii) ETIa/ET0u ranges from 0.8 to 0.6, indicating low to medium water stress; (iii) ETIa/ET0u ranges from 0.6 to 0.4, indicating moderate water-stress conditions; (iv) ETIa/ET0u < 0.4, indicating high up to severe water stress.
However, if water supply (Sw) is unlimited, i.e., Sw > 800 mm, the ETIa for each square meter street tree catchment can be calculated by using the above Equation (16) Function (16) should be typically used for regions with high summer rainfall and/or sites with a shallow groundwater table. This becomes relevant when the mean groundwater table for sandy soils is <2.0 m below surface, and for silty and loamy soils < 2.5 m.

Class II
Forests 2021, 12, x FOR PEER REVIEW 13 of 23 Using the above presented information on Ps, Wa, Qa, and Ro, water supply (Sw) for the tree per unit catchment area can be predicted. How it is used for calculating the actual evapotranspiration of the street trees is explained in the following section.

Predicting the Actual Evapotranspiration of Street Trees
For predicting the actual evapotranspiration per unit catchment area, one first has to distinguish between two situations: sites that do not have a sufficient water supply to enable potential evapotranspiration (Sw < 800 mm = Function 1, Figure 2) and those with a sufficient water supply (Sw> 800 mm = Function 2, Figure 2). Thus, two HPTFs were derived by introducing a threshold of the so-called 'critical water supply'. In Germany, this critical water supply (Sw) equals 700 mm for croplands and grasslands and increases up to 800 mm for forest stands [23].
If the water supply (Sw) is limited, i.e., SW ≤ 800 mm, then the actual evapotranspiration (ETIa) for each square meter of the street-tree catchment can be calculated using Function 1: where ETIa is the actual evapotranspiration (mm/a), Tr = relative tree water demand (-), ET0u is the potential urban evapotranspiration (mm/a), and Sw is the water supply as explained by Equation (1). A water shortage for trees in the catchment occurs whenever ETIa < ET0u. Thus, the ratio of ETIa/ET0u can be used to characterize four cases of water deficiency in the catchment: (i) ETIa/ET0u > 0.8, indicating a good water supply, i.e., no water stress; (ii) ETIa/ET0u ranges from 0.8 to 0.6, indicating low to medium water stress; (iii) ETIa/ET0u ranges from 0.6 to 0.4, indicating moderate water-stress conditions; (iv) ETIa/ET0u < 0.4, indicating high up to severe water stress.
However, if water supply (Sw) is unlimited, i.e., Sw > 800 mm, the ETIa for each square meter street tree catchment can be calculated by using the above Equation (16) Using the above presented information on Ps, Wa, Qa, and Ro, water supply (Sw) for the tree per unit catchment area can be predicted. How it is used for calculating the actual evapotranspiration of the street trees is explained in the following section.

Predicting the Actual Evapotranspiration of Street Trees
For predicting the actual evapotranspiration per unit catchment area, one first has to distinguish between two situations: sites that do not have a sufficient water supply to enable potential evapotranspiration (Sw < 800 mm = Function 1, Figure 2) and those with a sufficient water supply (Sw> 800 mm = Function 2, Figure 2). Thus, two HPTFs were derived by introducing a threshold of the so-called 'critical water supply'. In Germany, this critical water supply (Sw) equals 700 mm for croplands and grasslands and increases up to 800 mm for forest stands [23].
If the water supply (Sw) is limited, i.e., SW ≤ 800 mm, then the actual evapotranspiration (ETIa) for each square meter of the street-tree catchment can be calculated using Function 1: where ETIa is the actual evapotranspiration (mm/a), Tr = relative tree water demand (-), ET0u is the potential urban evapotranspiration (mm/a), and Sw is the water supply as explained by Equation (1). A water shortage for trees in the catchment occurs whenever ETIa < ET0u. Thus, the ratio of ETIa/ET0u can be used to characterize four cases of water deficiency in the catchment: (i) ETIa/ET0u > 0.8, indicating a good water supply, i.e., no water stress; (ii) ETIa/ET0u ranges from 0.8 to 0.6, indicating low to medium water stress; (iii) ETIa/ET0u ranges from 0.6 to 0.4, indicating moderate water-stress conditions; (iv) ETIa/ET0u < 0.4, indicating high up to severe water stress.
However, if water supply (Sw) is unlimited, i.e., Sw > 800 mm, the ETIa for each square meter street tree catchment can be calculated by using the above Equation (16) Function (16) should be typically used for regions with high summer rainfall and/or sites with a shallow groundwater table. This becomes relevant when the mean groundwater table for sandy soils is <2.0 m below surface, and for silty and loamy soils < 2.5 m.

Class IV
R o (mm) is the total amount of runoff during summertime that could either deliver or discharge surface water from or into the catchment area of the tree, as shown in Figure 7. For each catchment unit (S1, n), runoff (R o ) should be predicted by For each segment, R o is to be calculated by R o = α · ß s · P s (14) where R o is the total runoff of all catchment units (S 1,n ) during summertime (mm), ß s is the infiltration coefficient for summer rain (-), and α is the share of the sealing unit (%) within the total catchment area, and n is the number of catchment units.
Using the above presented information on P s , W a , Q a , and R o , water supply (S w ) for the tree per unit catchment area can be predicted. How it is used for calculating the actual evapotranspiration of the street trees is explained in the following section.

Predicting the Actual Evapotranspiration of Street Trees
For predicting the actual evapotranspiration per unit catchment area, one first has to distinguish between two situations: sites that do not have a sufficient water supply to enable potential evapotranspiration (S w < 800 mm = Function 1, Figure 2) and those with a sufficient water supply (S w > 800 mm = Function 2, Figure 2). Thus, two HPTFs were derived by introducing a threshold of the so-called 'critical water supply'. In Germany, this critical water supply (S w ) equals 700 mm for croplands and grasslands and increases up to 800 mm for forest stands [23].
If the water supply (S w ) is limited, i.e., S W ≤ 800 mm, then the actual evapotranspiration (ETI a ) for each square meter of the street-tree catchment can be calculated using Function 1: where ETI a is the actual evapotranspiration (mm/a), T r = relative tree water demand (-), ET0 u is the potential urban evapotranspiration (mm/a), and S w is the water supply as explained by Equation (1). A water shortage for trees in the catchment occurs whenever ETI a < ET0 u . Thus, the ratio of ETI a /ET0 u can be used to characterize four cases of water deficiency in the catchment: (i) ETI a /ET0 u > 0.8, indicating a good water supply, i.e., no water stress; (ii) ETI a /ET0 u ranges from 0.8 to 0.6, indicating low to medium water stress; (iii) ETI a /ET0 u ranges from 0.6 to 0.4, indicating moderate water-stress conditions; (iv) ETI a /ET0 u < 0.4, indicating high up to severe water stress.
However, if water supply (Sw) is unlimited, i.e., Sw > 800 mm, the ETIa for each square meter street tree catchment can be calculated by using the above Equation (16): Function (16) should be typically used for regions with high summer rainfall and/or sites with a shallow groundwater table. This becomes relevant when the mean groundwater table for sandy soils is <2.0 m below surface, and for silty and loamy soils < 2.5 m. For German climate conditions, the mean precipitation for summer and winter time as well as annual potential evapotranspiration ET0 can be either taken from the Hydrological Atlas of Germany (HAD) or the German weather service (DWD), or has to be calculated as described in Allen et al. [25] and explained in detail using the framework of the ATV-DVWK [33].

Predicting the Actual Evapotranspiration of Sealed Areas
To compare street trees with sealed urban surroundings, it becomes necessary to predict the actual evaporation of the sealed areas. According to former investigations presented in Wessolek et al. [22], the actual evapotranspiration from sealed areas can be predicted using Equation (17): E as = κ × ET0 u (17) in which κ is derived by κ = log [(0.6 × ß s × Ps)/log (ET0 u,s )] 4 (18) where Eas is the actual evapotranspiration of the sealed areas (mm), κ is the reduction coefficient (-), ET0 u is the potential urban evapotranspiration of the entire year (mm), and ET0 u,s is the potential urban evapotranspiration from April to September (mm).

Field Investigations and Mapping
To test the concept and to calibrate the actual evapotranspiration predictions, both sap-flow measurements from two Linden trees and street site mappings were done in Berlin from 2017 till 2020. Linden trees were chosen as it is the most frequent street tree in the inner city of Berlin. It is likely to be tolerant of shade and drought [55,56]. Additionally, the sap-flow results published by Rahman et al. [57] were used for this study.

Sap-Flow Measurements
From the end of April to September 2018 and 2019, the sap-flux density was measured per unit conducted sap-flow area (J S ) using heat dissipation probes from UP GmbH, according to Granier [58]. One pair of sap-flow probes were installed at 1.3 m height at the north side of each tree to avoid heat stress. The heated probe was installed 10 cm above the unheated to avoid thermal interferences. To provide waterproofing and thermal insulation and direct solar radiation, the sensors' needles were covered with a terostat and reflective radiation shields. SF measurements were taken every minute, averaged as 5 min data and stored in a GP2 datalogger (Delta-T devices).
Temperature differences were converted to sap-flow densities (J S ) in mL H 2 O cm 2 /min following Granier's equation [58]: (19) where ∆T M ( • C) is the maximum nighttime temperature difference between the heated and unheated sensors, and ∆T is the mean temperature difference between sensors during each half-hour measurement interval. We followed the original Granier's approach [58] and determined ∆T M on a 24 h basis to calculate the daily Js.
Sap-flow densities were converted to sap-flow by multiplying Js with the sapwood area (cm 2 ), examined by the diameter of the tree at 1.3 m height at different years.
where SF is the sap flow (mL tree/min), Js is the sap-flow density (mL cm 2 /min), and SA is the sap-flow area (cm 2 ). The tree was about 10 years old, and was planted in a steel lysimeter in 2017, which was filled with a medium sand. The tree is growing as a single tree surrounded by an open space with sparsely vegetation, thus yielding in additional lateral energy input (advection).  Figure 8 shows the three trees used for the sap-flow measurements and their individual site, i.e., individual growing conditions. The sap-flow measurements of a young Linden tree were done in 2019 and 2020 at the experimental station of the UBA in Berlin-Marienfelde. The tree was about 10 years old, and was planted in a steel lysimeter in 2017, which was filled with a medium sand. The tree is growing as a single tree surrounded by an open space with sparsely vegetation, thus yielding in additional lateral energy input (advection).

Tree and Site Conditions
Not far away from this site, a 45-year-old Linden tree was used for sap-flow studies in 2019 and 2020 in a park-like environment. This tree is also growing in sandy soil. The tree pit beneath the crone is partly covered with grass vegetation and bushes. The catchment area beneath the crown is about 26 m 2 . In addition, the sap-flow results of a 35-yearold Linden tree gained in 2017 by Rahman et al. [57] in Munich were used for this study. The tree is growing in silty sand besides a road. The tree pit is covered with lawn. Data of this tree were used to recalculate the actual evapotranspiration and water supply in 2017. However, as Figure 8 (right) shows, it is possible that the sensors were not completely shielded against sunlight.

Climate Conditions
The climate data of Berlin, such as the rainfall, temperature, air humidity, radiation, and wind speed, were measured for Site Nos. 1 and 2 at the experimental station of the UBA, while climate data for Munich were taken from the German weather service (DWD).
Because most experiments as well as the street site mapping were done in Berlin, a short climate characterization should be given.
The city of Berlin lies in a temperate transitional zone between maritime and continental climates, with a 9.1 °C long-term average temperature. In the summer, the mean maximum air temperature is 26.6 °C. January is the coldest month, with a mean air temperature of 2.1 °C.
Annual precipitation fluctuates around 510-650 mm, and the long-term mean is about 587 mm [59], of which 327 mm falls during the vegetation period (April till Septem- Not far away from this site, a 45-year-old Linden tree was used for sap-flow studies in 2019 and 2020 in a park-like environment. This tree is also growing in sandy soil. The tree pit beneath the crone is partly covered with grass vegetation and bushes. The catchment area beneath the crown is about 26 m 2 . In addition, the sap-flow results of a 35-year-old Linden tree gained in 2017 by Rahman et al. [57] in Munich were used for this study. The tree is growing in silty sand besides a road. The tree pit is covered with lawn. Data of this tree were used to recalculate the actual evapotranspiration and water supply in 2017. However, as Figure 8 (right) shows, it is possible that the sensors were not completely shielded against sunlight.

Climate Conditions
The climate data of Berlin, such as the rainfall, temperature, air humidity, radiation, and wind speed, were measured for Site Nos. 1 and 2 at the experimental station of the UBA, while climate data for Munich were taken from the German weather service (DWD).
Because most experiments as well as the street site mapping were done in Berlin, a short climate characterization should be given.
The city of Berlin lies in a temperate transitional zone between maritime and continental climates, with a 9.1 • C long-term average temperature. In the summer, the mean maximum air temperature is 26.6 • C. January is the coldest month, with a mean air temperature of 2.1 • C.
Annual precipitation fluctuates around 510-650 mm, and the long-term mean is about 587 mm [59], of which 327 mm falls during the vegetation period (April till September). The mean FAO potential grass reference evapotranspiration (ET0) is about 625 mm.

Street-Tree Mapping
Streets trees have been mapped and analyzed with the assistance of master students studying 'Urban Ecosystem Science' at the Technische Universität Berlin. In total, five innercity streets of Berlin (52 • 31 N, 13 • 24 E) were mapped and classified uniformly according to the criteria in Table 2. Results of the Kufsteiner Street are presented in this paper, because the tree age varies from <10 years up to >40 years, and the trees are characterized by diverse growing types, heights, and canopy diameters [60].

Sap-Flow Measurements and Actual Evapotranspiration
Results of the sap-flow measurements and HPTF predictions for the three Linden trees of Sites I, II, and III are presented in Table 7. The right column lists criteria such as tree age and species, growing conditions, summer rainfall, irrigation, and soil available water in the root zone. Moreover, results of the potential evapotranspiration (ET0) for both vegetation periods and entire years are given. Finally, results of the actual evapotranspiration (ETI a ) gained by both sap-flow measurements and HTPF predictions are presented. There is a number of publications that claim that sap-flow measurements by Granier or others underestimate the actual water consumption of trees, such as Steppe et al. [61] and Fuchs et al. [62]. They conclude that a species-specific calibration is necessary when using any of these techniques to ensure that accurate estimates of sap-flux density are obtained.
Moreover, because sap flow only expresses the active water transport used for transpiration of the tree, it does not contain interception, nor the evapotranspiration losses of the tree pit. Thus, it became necessary to adjust the sap-flow rates by introducing correction factors varying from 1.06 for the young tree to 1.25 for the middle-aged tree, according to the framework of ATV-DVWK [34].
First, we discuss the results of the young Linden tree. Both years (2019 and 2020) were characterized by extremely high temperatures and only limited summer precipitation (104 mm in 2019, and 225 mm in 2020). Thus, extremely high potential evapotranspiration rates occurred in both years. To keep the young Linden tree vital and alive, a high amount of irrigation rates was applied in both years, in total >700 mm. It was interesting to observe that the measured values of the actual transpiration became higher than the predicted potential evapotranspiration (ET0), which indicates a typical so-called oasis effect, expressing advection processes. This phenomenon occurs when a plant, i.e., a tree without any water deficiency, is growing in a large and dry environment. Thus, the lysimeter measurement allows predicting the so-called enhancement factor (A), expressing the increase in potential evapotranspiration by advection (A × ET0). For the site conditions of the young Linden tree on the experimental station of the UBA, the A factor became 1.6, while for the middle-aged Linden tree not far away from site I, an A factor of 1.4 was derived. However, this tree was growing under more park-like conditions with less lateral energy influence and without irrigation. Because of the high amounts of irrigation (>700 mm), nearly no water stress occurred for the young Linden tree, while the middle-aged tree, without irrigation (site II), transpired half the normal amount and less. In 2019, the predicted ETI a of the young Linden tree is slightly higher compared to the measured one; in 2020, the opposite happened. However, both are in the same order of magnitude. Looking at the low deviation between the measured and predicted ETI a values of 6.5%, one can conclude for both tree conditions that the HPTF approach works surprisingly well.
Comparing now the sap-flow measurements of Rahman, who used a middle-aged Linden tree growing in Munich (Site No. III), with the HPTF results, one gets a clear overprediction of ETI a . One reason could be that the HPTFs underestimate the water consumption of the growing lawn beneath the tree, leading to an overprediction of the ETI a of the tree.
Another reason could be the fact that Rahman published aggregated data, i.e., mean sap-flow values over three months (May, June, and July), while we calculated the ETI a for the whole vegetation period. At least, we cannot exclude that the sensor needles were not completely shielded against sunlight, as Figure 8 (right) shows, yielding in an underestimation of the flow rates.

Street-Tree Mapping
The mapping results and water supply (S w ) predictions of in total 20 trees located at the Kufsteiner Straße are presented and discussed in this section (Figure 9). Tree age varies from a recently planted street tree (No. 11) to a medium old one (No. 2, about 13 years old), up to well-established trees (No. 6 Table 2. The black line indicates the average Sw of all catchments. In red color: additional runoff to the tree pit increases the Sw.

Case Studies on Evapotranspiration and Water-Stress Predictions (ETIa/ET0)
Differences in water supply (Sw) between the tree catchments consequently influence the mean annual actual evapotranspiration and water budget, as is shown in Figure 10 for all trees of the Kufsteiner Straße. Thus, the highest annual actual evapotranspiration (mm/a) per square meter catchment has been predicted for young trees, such as No. 11, and lowest for older ones, i.e., well-established trees. Detailed information is listed in Table 8 and explained by their individual water supply as shown in Figure 9. As mentioned before, the Sw sources are coming either from soil available water (Saw), summer precipitation (Ps), or additional runoff that can be either a loss or a gain. Thus, Sw varies from 2400 L for the young tree till 43,100 L for the already established trees. This total amount of water is available for the whole catchment area for evapotranspiration, i.e., cooling the atmosphere.  Table 2. The black line indicates the average S w of all catchments. In red color: additional runoff to the tree pit increases the S w.
Thus, tree catchment beneath the crone varies from 5m 2 for the young tree up to >150 m 2 for well-established street trees. Hence, one can conclude that individual tree catchment and water supply is not constant but increasing because the tree, i.e., its canopy, is growing. Water supply (S w ) of the 20 tree-catchment areas is exemplarily presented for the Kufsteiner Straße. S w varies between 280 mm and 430 mm (Figure 9). The highest S w values were found for the youngest tree, No, 11, because (i) due to the high soil available water of the organic-enriched planting substrate used for the tree; and (ii) no runoff losses occurred on the unsealed catchment. However, when trees become older, three processes happen: first, the rooting system exceeds into the parent sandy soil material, in which the soil available water is lower; secondly, the tree is slightly lifted because the root volume exceeds; and thirdly, the pit, i.e., the ground of the catchment, is more-and-more covered with sealing materials. Thus, runoff occurs, leading to a much lower S w . Only for a few trees (such as No. 7 and No. 19), S w is slightly increased by the additional runoff water, coming from the surrounding sealed areas into the catchment of these trees.
Most trees are subject to severe drought, i.e., water deficiency, because their S w is low. On average, it is only about 35-40% of the critical threshold for S w , which needs to be approximately 800 mm for a no-water-stress condition.

Case Studies on Evapotranspiration and Water-Stress Predictions (ETI a /ET0)
Differences in water supply (S w ) between the tree catchments consequently influence the mean annual actual evapotranspiration and water budget, as is shown in Figure 10 for all trees of the Kufsteiner Straße. Thus, the highest annual actual evapotranspiration (mm/a) per square meter catchment has been predicted for young trees, such as No. 11, and lowest for older ones, i.e., well-established trees. Detailed information is listed in Table 8 and explained by their individual water supply as shown in Figure 9. As mentioned before, the S w sources are coming either from soil available water (S aw ), summer precipitation (P s ), or additional runoff that can be either a loss or a gain. Thus, S w varies from 2400 L for the young tree till 43,100 L for the already established trees. This total amount of water is available for the whole catchment area for evapotranspiration, i.e., cooling the atmosphere. Thus, the Sw per unit catchment area is significantly higher for young trees compared to middle and old trees, even if the total water consumption of the tree catchment is much higher (215 L) for established trees compared to young ones, which only need about 11 liters of water per day.  The highest actual evapotranspiration rates can be expected from the catchments with young trees because their tree canopy is still small and no or few runoff losses occur.
Thus, the S w per unit catchment area is significantly higher for young trees compared to middle and old trees, even if the total water consumption of the tree catchment is much higher (215 L) for established trees compared to young ones, which only need about 11 liters of water per day.
A suitable indicator for predicting water deficiency easily is the ratio of actual and potential evapotranspiration (ETI a /ET0 u ) to express the reaction of plants to a water shortage. This ratio is relatively high for young trees, i.e., they nearly reach potential evapotranspiration; i.e., little water stress in dry periods. The ratio is decreasing for middle aged trees and is lowest for well-established trees (>30 years). A comparison for the total water budget for the trees demonstrates that tree Nos. 2, 6, and 12 get additional runoff water from the highly sealed surroundings.
This additional water drastically reduces the tree water deficiencies as indicated by the still moderate ratios of ETI a /ET0 u .
Finally, in Figure 11, an example of the long-term mean of the actual evaporation ETI a for a street in Berlin with and without trees is presented. Actual evapotranspiration can be doubled if street trees are planted. Another important finding is that stormwater from the pavement can be reduced drastically if it is discharged and kept in the tree canopy area and not, as is usual, discharged into the street canalization. Moreover, this is a very efficient and easy applicable way to stabilize the water supply of tree, especially in dry years. area and not, as is usual, discharged into the street canalization. Moreover, this is a very efficient and easy applicable way to stabilize the water supply of tree, especially in dry years. Figure 11. Mean actual evapotranspiration ETIa (mm/a) for a street without (left) and with street trees (right) in Berlin.

Conclusions
HTPFs could be a helpful tool to analyze the water supply and evapotranspiration of various street-tree situations. Both the presented concept and the equations build a good and flexible frame that is easy to program using a spreadsheet tool or an R script. Then, Figure 11. Mean actual evapotranspiration ETI a (mm/a) for a street without (left) and with street trees (right) in Berlin.

Conclusions
HTPFs could be a helpful tool to analyze the water supply and evapotranspiration of various street-tree situations. Both the presented concept and the equations build a good and flexible frame that is easy to program using a spreadsheet tool or an R script. Then, predictions of the site-specific water supply situations and actual evapotranspiration, as shown in our examples, cab be easily done. However, this tool should be tested and validated also for other cities and climate regions. Furthermore, uniform and comparable field and lysimeter studies to derive calibrated and validated values for common street trees are not yet available. This would be a worthwhile future study. Nevertheless, the HTPFs as presented here can already be taken for analyzing and optimization of actual urban site conditions. Individual water balances for various trees show that young trees have less drought stress compared to older ones because their catchments still have enough plant available water. Catchments grow with the tree age and can participate from runoff of surrounding areas. Consequently, streets without trees have less evapotranspiration and more runoff. Thus, simply by planting trees with a deep rooting system and permeable seam materials beneath the catchment lead to an improved urban climate and stormwater reduction. For this goal we need innovative design concepts of street pavements and tree pits.