1. Introduction
Waterfront greenspace is the interlace and buffer zone between land space and water space. It has both natural ecological elements and artificial landscapes. It is an important corridor for energy flow and species circulation in the ecosystem and an important place for residents’ leisure activities, which often constitutes the most vital open space in the city [
1,
2,
3]. Urban riverfront greenspace meets the leisure needs of residents with its superior hydrophilicity and comfort and provides important natural ecological services [
4]. Research on the optimization of the ecological pattern function of urban waterfronts [
4,
5,
6,
7,
8,
9] and the improvement of microclimates by blue-green space has become a focused area of many disciplines.
Blue-green space has a SCE due to a combination of waterbodies and vegetation. Riparian high-density vegetation affects the solar radiation balance and turbulent energy of the water body to adjust the water temperature, promote air convection, and reduce the water temperature of the water bank [
10]. Additionally, the evapotranspiration of water bodies is stronger under the influence of greenspaces [
11]. The shading and transpiration of the canopy of riverfront trees are conducive to cooling and humidifying [
12]. The greenspace adjacent to the river can generate a greater CE (CI) [
13]. A certain width of green belt on both sides of the river helps to improve the local microclimate and to effectively reduce the environmental temperature by 5–10 °C [
10]. The CE of greenspace in the waterfront area is obviously greater than that of a single waterbody or greenspace [
14].
The CI of blue–green space in the riverfront area is affected by greenspace morphology. Greenspace morphological factors often include the area scale, vegetation coverage, and landscape shape index. Greenspace with a higher percentage of green coverage would provide stronger shading and transpiration processes of greenspace and a stronger CI. Green coverage, which is generally evaluated by the normalized difference vegetation index (
NDVI) or fractional cover values of vegetation space (Fv), is negatively correlated with the land surface temperature (LST) in summer [
15,
16,
17,
18,
19]. The CI of riverbank belts with high vegetation coverage is much stronger than that of flinty riparian. High vegetation coverage can strengthen the cooling of riverbanks, and the maximum cooling occurs in places with a large number of trees covering and shading both sides of the banks [
20]. The greenspace network mode with high connectivity is conducive to the cold air transportation of urban rivers to produce a better CI [
21,
22]. Interconnected greenspaces provide a higher CI to adjacent areas [
23,
24]. Increasing the cohesion degree of greenspaces is also conducive to enhancing the CE [
23], and the LST values are negatively correlated with the aggregation index, which is another connection degree index [
24]. LST values are positively correlated with the LSI index of green patches, and green patches with simple shapes and high concentrations have lower LST values [
24]. In addition, the object material with high surface albedo will lead to a lower level of solar energy absorption, thus reducing the surface and adjacent air temperature [
25]. The surface albedo is to a certain extent negatively correlated with the LST [
26].
The SCE in the riverfront area is also affected by the spatial factors between blue space and greenspace. The blue-green spatial factors mainly include river morphology, distance to the riverbank (D), and the connectivity of blue-green space [
18]. The water surface ratio (Wr) of a riparian area affects land surface temperature (LST). There is a negative correlation between Wr and LST [
27], namely, the surface temperature gradually decreases with increasing Wr [
28]. Combined with the findings from relevant studies of built-up areas (BUA) in South China, the Wr will also affect the space humidity, thus affecting the thermal environment of the space. When Wr is 5%, the relative humidity in the downwind direction area is 5~8% higher than that in the upwind direction area [
29]. D is another important factor affecting the distribution of urban heat islands (UHIs) [
21]. For every 1000 m increase in distance from the river, the UHI decreased by 0.6 °C in the summer [
30]. A river with a width of 35 m can lead to a decrease of approximately 1–1.5 °C in the ambient temperature, and the decrease can be increased if greenspace is present on both sides of the river [
31]. The larger the river width is, the stronger the ability to alleviate the thermal environment [
32]. The dominant wind direction is also an important factor providing more cooling for the area in the downwind direction [
33]. The prevailing wind direction can promote air circulation and further enhance the CI [
34].
In studies on the influencing factors of blue–green spaces on the CI, field measurement, remote sensing technology, and numerical simulation methods are usually used. The field measurement method studies the CI of blue–green spaces by obtaining the temperature data of local specific points [
20,
35]. The microclimate is monitored with sensors and combined with the temperature and other data extracted from the meteorological station. Using this method, it was found that the temperature of the land surface corresponds exactly to the distinct land cover types. The temperature of water bodies and vegetated area ranges between 12 and 14 °C and between 8 and 10 °C lower than the LST of roads and built-up areas in summer and winter times, respectively [
36]. However, the measured workload is large and there are many interference factors that affect the measurement results. Numerical simulation is a three-dimensional dynamic simulation based on computational fluid mechanics. At present, the commonly used software platforms are ENVI-met, fluent, WRF, Airpark, etc. Among them, ENVI-met is widely used to simulate the microclimate of different pattern of blue–green spaces [
21,
22]. However, the maximum simulation grid scale of ENVI-met software is limited to 2 km × 2 km, which is more suitable for the microscale [
18,
37]. The technology of RS and GIS can provide continuous LST data at the macroscale and can also provide overall data for urban mesoscale research [
37,
38,
39]. Based on LST data obtained from ASTER image, the impact of surrounding land types on the cooling of urban-park greenspace was studied, and the research found that the business district would block the extension of the park for cooling, and the valley terrain would help to transport the park’s cold air to the surrounding areas [
40]. However, the landscape composition of ecological land has more influence on LST values than the spatial allocation [
39]. Therefore, remote sensing technology can solve the problem of spatiotemporal discontinuity of on-site monitoring data by efficiently obtaining a large range of LST data in the study area.
The focus of research on the cooling island effect is gradually shifting toward more complex built-up space environments. In terms of the river morphological factors affecting the CI, studies have shown that the width of the river and the land use along the riverside are the two fundamental factors [
32,
41]. Additionally, studies have demonstrated that the width classifications of urban-rivers buffer areas should be identified by the riverfront development regulation and land use in waterfront areas [
18,
42]. Moreover, the ecological service function of urban river corridors is related to the width of the corridor and its internal structure. The width of the riverbank and the watershed corridor should be approximately 402–1609 m [
43]. When assessing the visual diversity (natural richness) and visual disconnection (anthropogenic impact) of the landscape, the grade of the homogeneous landscape should be 1000 m and the comparatively diverse landscape should range between 1000 and 3000 m [
44]. Thus, from the perspective of a landscape thermal regulation function and ecological integration structure, the width of an urban-river-related functional region should be approximately 1000–3000 m in an optimal state.
Remote sensing technology has laid a technical foundation for the quantitative analysis of thermal environmental effects of urban land-use types. In the study process of the emerging spatial-pattern factors affecting the urban climate environment, as a rational development supporting decision-making, it is obviously more important to innovate the research methods of spatial data for facing physical objects. Based on remote sensing technology and GIS spatial-analysis methods, discovering the composition regulation in the sense of greenspace typology and introducing the correlation characteristics between the quantitative description factor characteristics of greenspace types and the intensity of greenspace CE into the larger-scale level on the riverfront spatial composition regulation, so as to solve the specific object optimization issues that planning needs to face, has obviously become more urgent. Compared to previous spatial-analysis methods that use segment pixels as the research object, this study uses greenspace types as the research object. This transformation of the space unit can provide a rational development planning strategy to directly explore and optimize the greenspace pattern.
Exploring the regional service characteristics of riverfront greenspace and studying how its spatial structure affects the CI distribution will play a guiding role in greenspace system planning based on spatial function optimization. In combination with the current situation of waterfront greenspace construction in Shanghai, this paper studies the dominant characteristics of greenspace patterns in the riverfront area from the perspective of different spatial functional partitions of urban development. Through correlation analyses between quantitative indices of the greenspace spatial pattern in the riverfront area and the LST distribution, the cooling mechanism and the essential factors for riverfront greenspace optimization were determined, and differential development strategies of the greenspace pattern in various types of rivers are proposed. This study provides an important analysis method and rational development basis for improving the comfort of the urban thermal environment and forming a better SCE of blue-green space.
4. Discussion
4.1. Maximizing the CI Efficiency Generated by Morphological Index Threshold
At the level of greenspace structure, within the scale of 50 ha, the larger the area is, the stronger the CI effect (
Figure 9a). Therefore, in the limited urban construction space, the area scales of greenspaces reaching 50 ha should be considered in determining the optimal CI of large greenspaces. In addition, when the vegetation coverage of greenspaces was greater than 0.3, it developed a CI, and when it was greater than 0.62, it had developed a significantly strong CI (
Figure 9b). Corresponding to the green-coverage index in urban planning, the green-coverage ratio of urban construction space should reach at least 30%. Parks and recreational public greenspaces with good thermal comfort should be controlled at no less than 62% green coverage in planning.
At the level of the blue-green network structure, the CI of other surrounding waterbodies was important. The larger the Wr of the surrounding environment, the stronger the SCE with the green patches. The Wr value reached 11%, resulting in the highest ME (
Figure 10c). The construction of the blue-green network between the waterfront greenspace and the surrounding water body layout was the key work in providing riparian thermal comfort. The threshold value of the D factor was 400 m (
Figure 10d). Reasonable organization of greenspace within 400 m offshore would have the largest synergistic effect of cooling. Therefore, the belt greenspace, PG, FL, and other greenspace types should be connected with each other to form an ecological-network landscape pattern and promote the SCE of waterfront cities on a large scale.
4.2. Spatial Morphology Indices Regularity Presented the Corresponding LST Interval
In the study area, various types of greenspaces have significant data interval differences in the aspects of the morphology index, which can more accurately describe the morphological characteristics of each greenspace patch. The regularity of greenspace types corresponding to the specific index data were as follows:
- (1)
Green patches with an area of less than 10 ha were mainly PG and AS types, and most were OWL, GL, and DL types. The greenspaces with 10–50 ha areas were mainly a large area of CL, FL, and GL, with a small proportion of medium-sized PG. The greenspaces with an area of more than 50 ha were mainly SRS, CL, and FL in the RA, with a small number of large parks (PG type);
- (2)
The green coverage ratio of FL, CL, and PL at large scales almost exceeded 65%. Apart from Pujiang Park in the south section of the N-S Huangpu River, which has low green coverage due to the large-scale construction of flower parks, the green coverage ratio of SRS exceeded 65%. The green coverage of municipal or industrial shelterbelts with small patch areas did not reach 65%. Small and medium-sized PG and AS were greenspaces with obvious hardening characteristics, and the vegetation coverages were basically between 30% and 65%. DL type, strip-shaped greenbelts along the riverbank and road, and small community parks had a green coverage ratio of less than 30%;
- (3)
The albedo values of most PG and other types of small green patches were less than 0.16; the albedo values of SRS and FL were generally between 0.16 and 0.19; the albedo values of most CL and GL types were more than 0.19;
- (4)
The LSI values of most regular PG, SRS, CL, AS, GL, and DL were less than 1.5; the LSI values of public green belts with large width, PG, SRS, FL, and CL with irregular boundaries were 1.5–3.0; and for narrow width of riparian PG and CL affected by town and village construction, their LSI values were greater than 3.0;
- (5)
The green patches of large FL, CL, SRS, and PG types had high cohesion values within 92–100%; the green patches of DL, GL, and OWL types mainly had medium aggregation degrees, with values between 82% and 92%; the green patches of small and medium-sized PG and AS had low cohesion values of less than 82%.
Based on factor ranks for the feature descriptions of greenspace types in
Table 3, each type of greenspace had its own rank interval values of morphological indices (
Table 11), which produced the differences in the CI intensity of riverfront greenspace. Once the FL type had high Fv, medium albedo, high cohesion, and low LSI, if its area was large, the LST of this green patch was low. The SRS type with high and medium Fv, high A scale, high cohesion, medium albedo, and low LSI was basically a low LST value area. AS and DL had opposite grades of morphology indices to the above two types of greenspace, which were basically LST high-value areas. The morphological index of CL had large-scale, high Fv, high cohesion, and low LSI in the RA; however, the albedo of CL was greater than 1.9. As mentioned above, the interaction between the albedo and LST of CL was positively correlated. Therefore, the CL type corresponded to a low LST value, but it was higher than the LST value under the same Fv condition of FL. In general, GL and OWL had high and medium Fv and high albedo, but they were small-scale, low or medium-cohesion, so the two types mostly belonged to higher distribution areas of LST values. The composition of PG is complex, and its indices also reflect a variety of morphologies. Among them, once-high Fv and albedo are essentially low and medium in this PG type, the LST would also have relatively low value patches, but most small patches and strip-shaped PG along the road were high LST value distribution areas.
4.3. The CI Pattern Correlated to Greenspace Type Composition at Six River-Type Zonings
Combined with the LST distribution characteristics of each greenspace type under the influence of spatial morphology indices, the main characteristics of CI-intensity distribution of the riverfront greenspace in each river-type zoning were further analyzed. The difference of CI effect caused by river types in different locations is obvious. It is obvious that there was interaction and correlation among service zoning, greenspace types, and CI pattern characteristics. The CI distribution characteristics caused by the influence of the differentiation characteristics of greenspace types are listed in
Table 12.
4.4. Optimization Strategy of Riverfront Greenspace Based on Zoning Differentiation
Based on the current spatial characteristics of riverfront greenspace used for different functional zonings, the key influencing factors and optimization strategies of the blue-green space system oriented to CE were proposed as below.
For rivers in HDZ, the CI intensity of riverfront green patches was low, and there were a large number of insignificant CI green patches. In this type of riverfront area, the SCE of blue and greenspace was obviously affected by greenspace scale factor and coverage factor, albedo, and ecological connectivity. The specific optimization strategies are as follows: (1) Greening quality enhancing: Fv increased significantly after reducing the proportion of hard coverage area. For PG with more hard ground coverage, the greenspace coverage should be increased to more than 62%. (2) Albedo improvement: by increasing arbor vegetation to optimize the vegetation configuration. (3) C strengthening: by improving the proportion of riparian greenspace layout, the appropriate width, and green coverage of green belts along rivers and by strengthening the accessibility between rivers and green patches.
For rivers in NGZ, there existed a polarization distribution with high concentrated high-level CI intensity and very poor low-efficiency CI. Specially, the public leisure greenspace subsystem had a small area, low coverage and low albedo. The key factors influencing the CI intensity of riverfront greenspace in the zoning were A, Fv, and Wrs. For the river reach with very bad CE, the C index of the riparian green belt became another important key factor. The cooling optimization strategies are given based on these key factors: (1) increase greening area: by transforming GL into FL; increasing FL area and coverage by CL replacement to other locations; increasing PG area in the industrial park; (2) albedo improvement: by increasing the public green belt in the riverfront area flowing through the industrial land, and setting up a reasonable protective isolation green belt; (3) improve the influence of waterbody factors: by enhancing the width and continuity of the riparian green belt for strengthening the cooling distance and cooling intensity of the cooling source; reasonably planning public green corridors as the river reaches flowing through the industrial park to alleviate the thermal environment of the whole area; (4) C strengthening: by improving the proportion of riparian greenspace layout, the appropriate width, and green coverage of green belts along rivers and by strengthening the accessibility between rivers and green patches.
For the rivers of cross-districts, the CI intensity of riverfront greenspace in the built-up area was relatively low, and the blue–green space should further adjust the structure of the holistic cooling source circulation to enhance the CI intensity. The key influencing factors were Fv, C, Wrs, and L. The Fv and C distributions had obvious differences between urban and rural areas, and the PG had more hard ground coverage; the Wrs value was high, but the cooling efficiency of the riparian space was low. In the river segment of the urban-rural fringe area, the C value urgently needs to be improved. The cooling optimization strategy is as follows: (1) greening quality enhancing: by increasing greenspace coverage of PG type to more than 62%; (2) C increase: by improving the holistic connectivity of the riverfront greenspace, especially the connection between the scattered green patches in the built-up area and the surrounding waterbodies; (3) improve the influence of waterbody factors: by strengthening the scale of riparian greenspace and the numbers of parks and interlacing the greenspace network to enhance the SCE of rivers and greenspace; (4) concerning the L of greenspace: by adjusting the structural connectivity of green corridors between urban areas and RA to maximize the overall SCE.
For the rivers in SUA, the overall CI intensity level of riverfront greenspace was not high. The CE of riparian green belts was not significant. The key influencing factors are A, Fv, C, and Wrs. The A of greenspace was small and the Fv was low; the difference of C was obvious, the value range was medium, and the C value of PG was low; the CE of Wrs was relatively weak in the riparian areas. The cooling optimization strategy of these riverfront areas is given as follows: (1) greening quality enhancing: by transforming land use of GL and DL and optimizing the distribution of the PG and FL systems to improve the Fv of FL, PG, and OWL types; strengthening the construction of ecological isolation forest belts at the fringe of suburban towns to reduce the concentration of UHI; (2) C increase: by increasing large-scale park greenspace and forest park and riparian green belt to enhance the scale agglomeration effect, while providing ecological protection; and (3) improve the influence of waterbody factors: by rational planning of the riparian greenbelt and regional organization of connectivity to strengthen synergy CI.
For the rivers in RA, most riverfront greenspace had strong CE. The key influencing factors were Fv and Wrs. The proportion of CL type was too large, and the composition of greenspace type was relatively singular; except for Lianqi river in the north section, the Wrs were high, and the complex diversity of riparian areas needs to be emphasized. The cooling optimization strategy is proposed as follows: (1) greening quality enhancing: by increasing the recreational function types and FL type in riparian space, by improving the grid structure of ecological FL in the agricultural functional area, and by producing newly planned greenspace with higher Fv; and (2) improve the influence of waterbody factors: by optimizing the blue-green network structure to build a multifunctional composition landscape corridor network through combining with the characteristics of large Wr in this area.
4.5. Limitations of the Present Study
In this study, the interaction regulation between greenspace type and CI pattern were explored; this was used to explain that the internal influence mechanism, which was created by the differentiation of greenspace morphology and structure factors, resulted in the high and low differentiation of CI intensity. However, there is an inherent correlation between the diffusion and circulation of meteorological factors based on aerodynamics. Therefore, this can explain the differentiation characteristics with specific climate dynamic effects caused by the change of greenspace factors. In the current technical methods of Landsat image analysis of thermal environment effects, the data of such influencing factors as photosynthesis ratio, air temperature, wind speed, and humidity are not available, making this study limited in terms of the scientific interpretation of the impact mechanism.
In addition, this study only selected the LST data at a time when the UHI was in the high temperature period in summer to explore the interaction relationship between the multidimensional spatial characteristics of the blue-green space and the CI intensity. Studying the interaction between the CI and the spatial factors is complicated. Based on the interaction between meteorological factors and spatial-pattern factors, the seasonal changes of the synergistic CI effect of waterbodies and green patches need to be further studied. Future work can compare and analyze the different seasonal changes of the CI effect, so as to obtain a more comprehensive regulation of the blue–green space synergistic CI effect.