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Article

Urban Green Space Arrangement for an Optimal Landscape Planning Strategy for Runoff Reduction

by
Byungsun Yang
1 and
Dongkun Lee
2,3,*
1
Korea Institute of Civil Engineering and Building Technology, Goyang-si 10223, Korea
2
Research Institute of Agriculture and Life Sciences, Seoul National University, Seoul 08826, Korea
3
Department of Landscape Architecture and Rural System Engineering, Seoul National University, Seoul 08826, Korea
*
Author to whom correspondence should be addressed.
Land 2021, 10(9), 897; https://doi.org/10.3390/land10090897
Submission received: 9 July 2021 / Revised: 16 August 2021 / Accepted: 23 August 2021 / Published: 25 August 2021
(This article belongs to the Special Issue Advancing Sustainability and Ecosystem Services through Urban Green Infrastructure)
Browse Figures
Versions Notes

Abstract

:
Increased impervious surfaces due to urbanization have reduced evaporation and infiltration into the soil compared with existing natural water cycle systems, which causes various problems, such as urban floods, landslides, and deterioration of water quality. To effectively solve the urban water cycle issue, green infrastructure using urban green space has emerged to reduce runoff and increase evaporation. It has the advantage of restoring the water cycle system of urban areas by complementing the failure of conventional stormwater treatment systems. However, urban areas under high-density development have limited green space for stormwater treatment. Hence, it is necessary to efficiently utilize street trees and small green spaces to improve the urban water cycle through green space. In this study, we simulated different green space distribution scenarios in the virtual domain to find the optimal strategy of green space planning. Compared to clustered scenarios, dispersed green space distribution scenarios and placing green space downstream were more effective in reducing the runoff amount. The paper provides insights into the considerations for determining green space spatial plan and zoning regulations for stormwater treatment by green infrastructure.

1. Introduction

Stormwater management is a challenge in urban environments. Urbanization with a large amount of land-use change has caused many side effects [1,2]. The frequency and intensity of urban floods has increased [3,4]. The impact of urban floods is enormous since most of the population and infrastructure are centered in urban areas. The failure of infrastructure, including traffic, electricity, and communication, causes incalculable loss [5]. Traditional stormwater treatment systems, which called grey infrastructure, are often inadequate for reducing runoff and flood probability [6]. Additionally, climate change is expected to increase the frequency and intensity of storms [7] and exacerbate existing stormwater systems [8]. The climate models developed by the International Panel on Climate Change (IPCC) predict an increase in average annual precipitation for Midwestern United States of up to 20% by the end of this century [9].
Under natural environment, vegetation balances the water cycle by rainfall interception on tree canopy, storage on leaves or ground, evaporation from stored water, and infiltration by soil [10]. However, land use and cover changes (LUCC) consequences change of the supply and demand on water since the increase of storm runoff by increaser of impervious cover [11]. By deforestation, expand of agricultural land, and expand of urban center, LUCC changes various environmental conditions including regional climate, air quality, forest resources, and freshwater resources [12]. For long term of sustainable society, ecosystem services is essential to keep the quality of environment condition in urban area [13].
The interest of urban sustainability and resilience has grown recently due to the limitation of conventional infrastructure [14]. As disasters occur at a scale and frequency that are out of the predicted range and also getting worth by climate change [15], solution for long term strategy is required. Therefore, in urban and landscape planning, understanding the concept of resilience and the implication is necessary to build the resilience capacity of urban environment [16]. The function of ecosystem services helps to reduce the chance of infrastructure to failure, but also minimize the impact when it fails and make chance to recover from the failure [17]. Street trees, urban parks, bioswales, raingardens, and all other green spaces are functioning as green infrastructure in urban environment [18].
Green infrastructure is recommended for urban planning and green space planning for multi-function [19] including control runoff in urban areas [20]. It reduces stormwater runoff, and pollution directly flows into ecosystems by filtering them using natural systems of collection, storage, and filtering. By treating stormwater on site, in the context of urban hydrological systems, total runoff and pollution are minimized, while the whole system is restored closer to the natural hydrological system [21]. Green infrastructure includes detention ponds, water gardens, bioswales, and green roofs. It facilitates stormwater treatment in several ways and at various scales. The importance of stormwater storage and infiltration into the natural system of green infrastructure is well recognized [22] and has been practiced under the name of low impact development (LID), best management practices (BMPs), and Nature-based solution in many countries [23,24]. It effectively reduces runoff at the watershed scale and effectively complements traditional stormwater treatment systems [25].
To reduce direct runoff and improve the urban water cycle system, urban planners and designers use green infrastructure [26]. However, a green space with a water detention system requires a significant area that is challenging to secure in the middle of dense urban areas and requires incalculable social costs [27]. The risk of a large-scale green infrastructure is when it fails and causes urban floods [28]. To decrease the risk, an in situ stormwater treatment system treats runoff on site where it occurs [29]. A small-scale green infrastructure is effective in treating stormwater on site and can also be installed without large construction using vacant space in urban areas [30]. Rain gardens or bioswales can be installed in parking lots, between buildings, at corners of blocks, or in other vacant lots. These types of bioretention systems collect stormwater runoff generated from impervious areas and store water to lower the peak flow and reduce runoff that produces floods [31]. Most of the previous studies on stormwater treatment and green space planning is focusing on setting size or the facilities capacity assessment [32,33,34]. However, to implement green infrastructures effectively, knowledge of the optimal arrangement of green space to reduce runoff will be important for urban green space planning. In this study, we examine different green space arrangement scenarios to find the optimal green infrastructure placement for runoff reduction.

2. Literature Review

The green space in urban areas as green infrastructure function by mimicking or imitating the natural process of interception, storage, infiltration, and evaporation in water cycle system [35]. Tree canopy intercept rainfall [36,37,38] and evaporate the stored water [39]. Throughfall from tree canopy infiltrates by soil [36,40,41] or be stored in concaved area until it infiltrate into soil or evaporate [42]. This process of natural water cycle system can work independently but could be more effective when it interacts with urban drainage system [43]. Conventional urban stormwater drainage system can be used to store large amount of water by using rainwater tank under extreme storm event to reduce the peak flow and prevent flash flood, while green infrastructure can maximize infiltration and evaporation by using bioinfiltration system [44]. To maximize the efficiency of flood reduction and water cycle restoration, correct design and placement of stormwater treatment system will be vital [45].
By modeling various types of green infrastructure, previous studies discovered the effectiveness of green space and LID facilities. Various implementations of green infrastructure in urban environment also showed different results from 3 to 47% of runoff reduction depending on the level of implementation, land cover, and rainfall intensity [46]. Furthermore, implementation of various combination on green infrastructure reduced more runoff by using both infiltration-based technologies and storage-based technologies. It also shows infiltration-based facilities could be less effective than storage-based facilities on reducing peak flow [47]. These differences in green infrastructure function needs to be consider while design and planning stormwater treatment system. Based on the land cover, placement of social infrastructure, and topography, the selection of green infrastructure size and location can vary.
Placement strategy of green infrastructure can be the key to determine functional effectiveness. The optimal selection of green infrastructure placement in urban area can contribute to up to 9.5% of runoff reduction with limited budget of 25 million dollars in mid-sized city [48]. Optimal selection and placement can reduce not only the efficiency of green infrastructure but also the cost efficiency [49]. Urban center area has high potential impact and priority of green infrastructure placement likelihood on efficiency [50], however urban center has limited space for implementation. To overcome this limitation, small scale green infrastructures, such as small green space, green roof, green wall, and street tree is preferable to install in urban center. Due to the comparatively small amount of green space, finding the optimal placement or arrangement to increase the efficiency of green infrastructure is crucial in urban center area.

3. Materials and Methods

The purpose of this study is to find an optimal landscape planning strategy to reduce runoff in urban areas using green infrastructure. To compare the change in runoff volume according to the distribution of green space of the site, we set a virtual watershed (domain) including green spaces and impervious surfaces to calculate the total runoff on site. Calculation of the exact runoff amount of the watershed requires a large amount of data, time, and workload using the existing lumped hydrological model. Therefore, to compare the runoff amount from different scenarios with limited data, we developed a simplified distributed hydrological model using MATLAB [51,52].

3.1. Model Description

To estimate the total runoff from the domain, the model calculates runoff in three parts (Figure 1). First, by using the parameter setting of each pervious or impervious cell, the runoff amount generated from each cell was calculated. An impervious cell assumes that the runoff generated inside the cell will flow into the stormwater sewer system. Depending on the stormwater sewer capacity, the outflow discharges out of the watershed, and if the runoff exceeds the capacity of the sewer, it overflows to the next cell. A pervious cell with green space calculates rainfall interception and storage by tree canopy and infiltration by the soil after storage on the ground by a modified Green-Ampt model [53]. Each pervious cell with green space was assumed to have the same interception, storage, and infiltration capacity. After the soil is saturated, no more soil infiltration will be calculated, and all the rainfall will be calculated as runoff (Figure 2).
Second, after calculating the runoff of each cell, the runoff calculated from each cell flows into the next cell according to the slope direction, and runoff from the previous cell will be reflected in the calculation of the next cell. Following the topography, runoff was collected at the lowest cell of the virtual watershed domain, and the total runoff amount of the watershed was calculated.
Finally, after the first and second processes, one time step will be complete, and the total runoff at one time step will be calculated according to each cell sewer capacity, vegetation condition, and soil condition. The time step will be run continuously according to the time setting of the storm event and the runoff will continue to be calculated until no more runoff is generated for all cells after the storm event stops.

3.2. Virtual Domain Setting

The virtual watershed domain (Table 1) is set as 200 meters by 200 meters to represent urban block size. The typical average urban block size varies depending on the culture or development type from 50 meters to 200. However, most of the recent high-rise urban development areas has blocks with 200 to 300 meters, sometimes up to 500 [54]. Each impervious and pervious cell is a two-meter square to express the trees and streets most effectively Since it matches with the crown of small tree or width of narrow sidewalk which is the basic elements of simulation. The slope of the domain is 2.5% which expresses the relatively flat urban environment where runoff could be issue, and the direction of the slope is planned to flow to the bottom center of the domain (Figure 3). It was assumed that the domain is a single watershed without any flow from outside.
The capacity of the stormwater sewer in impervious cells was set to 120 liters of storage capacity and 1 m2 of water per second sewer intake capacity. Pervious cells with green space were set to have a 6 mm per hour infiltration rate, which is the rate of NRCS soil group type B since the green space are mostly intentionally constructed in purpose with improved soil condition.
The storm event was set as a 1-h storm event with 60 mm of precipitation (Table 2), which is usually considered to increase the possibility of urban flash floods.

3.3. Scenario Setting

The green space arrangement scenario has a clustered and dispersed layout for the same amount of green space with a ratio of 30% of the total domain area. As a base scenario, scenario 1 is set with all impervious cells which could represent dense urban area with no green space. Scenarios 2 and 3 are set as group 2 with a dispersed green space distribution. Scenario 2 has green space that is randomly dispersed, while scenario 3 has all green space on the outside of the block, which scenario 2 could represent randomly dispersed green spaces between small buildings or paved area and scenario 3 could represent street trees or green spaces surrounding the block. Scenarios 4, 5, and 6 are set as group 3 with a clustered green space distribution. Scenario 4 has clustered green space in the middle of the block which could represent large green space in middle of paved square. Scenarios 5 and 6 have clustered green space upstream and downstream, respectively, which could represent large green space planned to preserve the green space (Table 3). Scenarios 7 and 8 have randomly dispersed green space upstream and downstream, respectively which could represent preserved green space area similarly with scenario 5 and 6 but with some disconnection of previous area. Scenarios 9 to 12 have different sizes of green space dispersed with the same total amount of green space to compare the runoff amount according to the patch size which could represent planned green space between impervious spaces (Figure 4).

4. Results

The total runoff amount of each scenario was calculated by simplified model. The base scenario with no green space cell showed 5,567 mm of total runoff (Group 1). In Group 2, total runoff of scenario 2 and 3 was 3180 mm and 3312.6 mm, respectively. Group 3, total runoff of scenario 4, 5, and 6 was 4,198.8 mm, 5,044.4 mm, and 2,211.1 mm, respectively. The dispersed green space scenarios (Group 1, scenarios 2 and 3) showed 34.8% less runoff than the clustered green space scenarios (Group 2, scenarios 4 and 5). However, the scenario that had green space downstream (scenario 6) showed 49.7% less runoff than the scenario that had green space upstream (scenario 5) since scenario 5 treats only the runoff generated upstream, while scenario 6 receives and treats all the runoff generated over the watershed. In Group 4, total runoff of scenario 7 and 8 was 4508.1 mm and 2416.3 mm. scenario 7 and 8, which have the same distribution of green space but different placement on upstream and downstream, also showed a similar pattern of runoff amount which scenario 5 and 6 showed. Scenario 7 showed 9.3% less runoff than scenario 5, and scenario 8 showed 8.7% more runoff than scenario 6. In group 5, total runoff of scenario 9 and 10 was 3030.1 mm and 4573.3 mm, while in group 6, total runoff of scenario 10 and 11 was 2902.5 mm and 4328.9 mm. A smaller patch size in the green space (scenarios 9 and 11) showed less runoff than a larger patch size in the green space (scenarios 10 and 12).
Under the condition of an equal amount of green space, the dispersed green space arrangement scenario was more effective than the clustered green space scenarios in reducing total runoff. In addition, smaller green space patches were more effective than larger green patches in reducing total runoff on site (Figure 5). The results showed that the most influential factor in reducing runoff was the topography of the site and green space, since when the green space was located downstream, it reduced more runoff than when it was located upstream. This is because when green space is located upstream without green space downstream, there is less chance to treat runoff, while when green space is located downstream where surface water will flow and accumulate, the opportunity to treat surface water with green space will maximize.
The simulation results agree with previous studies on urban green space placement and distribution [25,55,56,57]. Previous studies have shown the effectiveness of runoff reduction by installing green infrastructures, including swales, green roofs, rain gardens, and detention ponds, in urban environments and how these elements are placed. Dispersed green infrastructure scenarios showed a more effective runoff reduction rate in both small and large rainfall events. However, clustered green infrastructure scenarios showed more effectiveness when placed on the route of runoff flow, such as scenarios 6 and 8 in this study. This can be applied to green space planning for climate change and disaster reduction by placing clustered green infrastructure at lower elevations where runoff flows while placing dispersed green infrastructure overall, which can treat rainfall on site to reduce runoff.

5. Discussion

The result of comparing different urban green space arrangement settings shows that dispersed green space arrangements are more effective in reducing stormwater runoff in general. Rainfall interception by tree canopy and infiltration by soil reduce runoff on each cell. In the case of a dispersed green space setting, the pervious cell can collect runoff from neighboring impervious cells and treat it. However, in the case of a clustered green space setting, a large patch of green space can collect runoff from neighboring impervious cells but would not be able to treat all of it since the accumulated amount of runoff would be larger than the green space treatment capacity and cannot collect the runoff generated from impervious cells downstream. Although when the clustered green space is located downstream of the watershed, even accumulated runoff exceeds the green space’s treatment capacity; all the runoff from the watershed would be collected and stored to have the chance to be treated. This can explain why locating green infrastructure where the water flow passes are important to increase the effectiveness of green infrastructure to reduce runoff. To implement green infrastructures to effectively reduce runoff, a linear form, such as a bioswale and infiltration trench placed on the water flow or a planter box or a rain garden, that is connected to each feature would be the best solution.
The placement of large green spaces needs to consider not only the total runoff amount but also the usage of impervious areas. The total runoff amount is small when placing the green space downstream than when it is placed upstream. However, when the green space is placed downstream, the impervious area upstream will be flooded with runoff flow, while when the green space is placed upstream, the impervious area downstream will have less runoff flowing on the surface even when the total runoff amount is larger. When the area plays an important role in urban mechanisms, for example, main urban infrastructure or infrastructure which is vulnerable on inundation, it would be more important to decrease the risk of floods by placing green space upstream than reducing the total runoff amount. Understanding the urban mechanism is important for urban planning and providing the best solution with suitable decision making [18].
Since most of the population and social and economic infrastructure is concentrated in the central urban area, even small floods can affect human activity and infrastructure [58]. Therefore, considering the tolerance of water by land use in the urban area will be necessary for green space planning. Urban center area with important infrastructure which is vulnerable on the flood, such as subway, electricity infrastructure, and also socially vulnerable area [59] will need to be protected and flow runoff rapidly to reduce the impact. While, an area acceptable to be flooded for a while, such as parks and waterfront designed to be inundated [60] or vacant land [61] can be used as a detention area while large storm event. Parks and plaza are designed to be flooded and function as large rainwater storage when it rains and slowly flow out water to reduce peak flow and possibility of flood. These places are safe and flexible to be flooded and less vulnerable than other urban areas. The approach of water sensitive urban design includes these kind of flexible design and planning solution to minimize the environmental degradation [62]. However, contrary to flexible spaces, critical social and economic infrastructure have to be protected from flood since the impact of failure is crucial [63,64]. Transport, electricity, gas, and communication line infrastructure is critical to maintain urban system. Especially, transportation system is vulnerable and receives immediate impact than other infrastructure since roads are exposed, linear, and impervious which preferentially become a path of water when it floods [63]. Green space placement and arrangement for runoff reduction and flood impact reduction can be various by every case of planning according to vulnerability of each spaces and surrounding condition [65].
There are numbers of guidelines for urban planning and design on enhancing resilience or reducing disaster impact especially focusing on flood [66,67,68]. These guidelines mostly are focusing on urban design to apply facilities which could reduce flood possibility or reduce the impact of flooding. It mostly provides building scale strategy to reduce flood and its impact. Not only understanding capacity of single facility and install strategy is important but understanding how to arrange and place the infrastructure including green infrastructure is important. The result of this simulation could provide starting point of urban design and planning guideline.
The result of this simulation runoff is slightly larger than that of previous studies [57,69,70,71]. This is because the model and domain setting only considers the main direct factors that affect runoff amount reduction by green space, and other external factors are excluded. The model has limitations by using simple slope conditions and binary land cover settings for simulation. However, it is also possible to expand the usage by changing and adding settings of actual specific settings of specific urban environments. Tree canopy interception, soil conditions, sewer capacity and other settings can be changed to extend the usage not only for the runoff amount compared but also for the optimization process of the effect of land-use change.

6. Conclusions

With the simplified distributed hydrological model, this paper simulated the runoff reduction effect of different arrangements to find an optimal strategy for landscape planning for urban stormwater treatment. The simplified model does not provide an accurate amount of runoff amount but provides results of runoff amount data under different situations with limited given data. It is more effective than traditional hydrology models to simulate and compare the results of many other landscape planning scenarios since it requires less data and effort to run, which means that it could be used for land-use optimization for green space allocation and policy making. This model which developed to simulate block size would work most effectively in neighborhood scale, but not limited to it. Since large scale hydrological simulation has more complex process and variable, to use this model for large and complex hydrological modeling it will need more input and process development. Though, since this model has potential to be developed as the user needs, it could be used in different environment.
Although placing green infrastructure on the runoff flow path is optimal for reducing the total runoff amount, it is more important to understand the mechanism of the urban environment for landscape planning. Considering the importance of not only the ecological function but also the social factor of urban morphology, the placement of green infrastructure needs to be planned discreetly. Urban system complexity and vulnerability of urban infrastructure is also critical factor for green infrastructure planning. Large constructions to install green infrastructures in the middle of high dense urban areas for stormwater treatment are impractical but placing small green spaces to treat as much as they can and make it flow into large infrastructures outside the dense areas will be more effective and practical.

Author Contributions

Conceptualization, B.Y. and D.L.; methodology, B.Y. and D.L.; formal analysis, B.Y. and D.L.; data curation, B.Y.; writing—original draft preparation, B.Y.; writing—review and editing, D.L. All authors have read and agreed to the published version of the manuscript.

Funding

This work is supported by the Korea Agency for Infrastructure Technology Advancement (KAIA) grant funded by the Ministry of Land, Infrastructure and Transport (Grant 21UMRG-B158194-02).

Conflicts of Interest

The authors declare no conflict of interest.

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Land 10 00897 g001 550
Figure 1. Model flow used for simulation.
Figure 1. Model flow used for simulation.
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Figure 2. Water flow and process of each step of simulation.
Figure 2. Water flow and process of each step of simulation.
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Figure 3. Slope of the domain.
Figure 3. Slope of the domain.
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Figure 4. Green space distribution scenario setting.
Figure 4. Green space distribution scenario setting.
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Figure 5. Total runoff of each green space distribution scenario.
Figure 5. Total runoff of each green space distribution scenario.
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Table
Table 1. Landscape and parameter settings for the model.
Table 1. Landscape and parameter settings for the model.
VariableValue
Total area200 m by 200 m
Cell size2 m by 2 m (total of 10,000 cells)
Landscape slope2.5%
Green space ratio (green space area/total area)30% (except for the base scenario)
Sewer storage size40 cm × 50 cm × 60 cm (120 L)
Sewer intake1 m2/min
Interception rate of tree canopy10%
Infiltration rate of soil6 mm/h (NRCS soil group type B)
Table
Table 2. Storm event setting for the model.
Table 2. Storm event setting for the model.
VariableValue
Duration of storm1 h
Total precipitation60 mm
Table
Table 3. Description of green space scenario setting.
Table 3. Description of green space scenario setting.
Scenario
Group 11BaseAll impervious
Group 22Random30% perviousDispersed
3Outside30% outside the blockDispersed
Group 34Inside30% inside the blockClustered
5Upside30% all upstreamClustered
6Downside30% all downstreamClustered
Group 47Random30% pervious upstream
8Random30% pervious downstream
Group 59Grid30% pervious 10 × 20 (15 grid)
10Grid30% pervious 10 × 30 (12 grid)
Group 611Grid30% pervious 20 × 20 (6 grid, includes three 1/2 grid)
12Grid30% pervious 30 × 30 (4 grid, includes two 1/2 grid)
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Yang, B.; Lee, D. Urban Green Space Arrangement for an Optimal Landscape Planning Strategy for Runoff Reduction. Land 2021, 10, 897. https://doi.org/10.3390/land10090897

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Yang B, Lee D. Urban Green Space Arrangement for an Optimal Landscape Planning Strategy for Runoff Reduction. Land. 2021; 10(9):897. https://doi.org/10.3390/land10090897

Chicago/Turabian Style

Yang, Byungsun, and Dongkun Lee. 2021. "Urban Green Space Arrangement for an Optimal Landscape Planning Strategy for Runoff Reduction" Land 10, no. 9: 897. https://doi.org/10.3390/land10090897

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