Journal of Geographical Sciences >
Traffic accessibility and the coupling degree of ecosystem services supply and demand in the middle reaches of the Yangtze River urban agglomeration, China
Chen Wanxu (1989-), PhD, specialized in resource and environment assessment and regional economic analysis. E-mail: cugcwx@cug.edu.cn |
Received date: 2021-07-29
Accepted date: 2021-12-22
Online published: 2022-10-25
Supported by
National Natural Science Foundation of China(42001187)
National Natural Science Foundation of China(41701629)
The spatial relationships between traffic accessibility and supply and demand (S&D) of ecosystem services (ESs) are essential for the formulation of ecological compensation policies and ESs regulation. In this study, an ESs matrix and coupling analysis method were used to assess ESs S&D based on land-use data for 2000, 2010, and 2020, and spatial regression models were used to analyze the correlated impacts of traffic accessibility. The results showed that the ESs supply and balance index in the middle reaches of the Yangtze River urban agglomeration (MRYRUA) continuously decreased, while the demand index increased from 2000 to 2020. The Gini coefficients of these indices continued to increase but did not exceed the warning value (0.4). The coupling degree of ESs S&D continued to increase, and its spatial distribution patterns were similar to that of the ESs demand index, with significantly higher values in the plains than in the montane areas, contrasting with those of the ESs supply index. The results of global bivariate Moran’s I analysis showed a significant spatial dependence between traffic accessibility and the degree of coupling between ESs S&D; the spatial regression results showed that an increase in traffic accessibility promoted the coupling degree. The present results provide a new perspective on the relationship between traffic accessibility and the coupling degree of ESs S&D, representing a case study for similar future research in other regions, and a reference for policy creation based on the matching between ESs S&D in the MRYRUA.
CHEN Wanxu , BIAN Jiaojiao , LIANG Jiale , PAN Sipei , ZENG Yuanyuan . Traffic accessibility and the coupling degree of ecosystem services supply and demand in the middle reaches of the Yangtze River urban agglomeration, China[J]. Journal of Geographical Sciences, 2022 , 32(8) : 1471 -1492 . DOI: 10.1007/s11442-022-2006-5
Figure 1 Location of the middle reaches of the Yangtze River urban agglomeration in China |
Figure 2 Framework of this study |
Figure 3 A typical Lorenz curve |
Figure 4 Spatial distribution of ESSI at 5 km grid scale in the middle reaches of the Yangtze River urban agglomeration |
Figure 5 Spatial distribution of ESSI at 10 km grid scale in the middle reaches of the Yangtze River urban agglomeration |
Figure 6 Spatial distribution of ESDI at 5 km grid scale in the middle reaches of the Yangtze River urban agglomeration |
Figure 7 Spatial distribution of ESDI at 10 km grid scale in the middle reaches of the Yangtze River urban agglomeration |
Figure 8 Lorenz curve of ecosystem services supply and demand in 2000, 2010, and 2020 at 5 km grid scale |
Figure 9 Lorenz curve of ecosystem services supply and demand in 2000, 2010, and 2020 at 10 km grid scale |
Figure 10 Lorenz curve of ecosystem services balance in 2000, 2010, and 2020 at 5 km and 10 km grid scales |
Figure 11 Spatial distribution of SDCD at 5 km grid scale in the in the middle reaches of the Yangtze River urban agglomeration |
Figure 12 Spatial distribution of SDCD at 10 km grid scale in the in the middle reaches of the Yangtze River urban agglomeration |
Table 1 Regression results of the ordinary least squares (OLS) |
Variable | 5 km grid scale | 10 km grid scale | ||||
---|---|---|---|---|---|---|
2000 | 2010 | 2020 | 2000 | 2010 | 2020 | |
Traffic accessibility | 0.220*** (0.012) | 0.220*** (0.012) | 0.299*** (0.013) | 0.206*** (0.019) | 0.196*** (0.020) | 0.270*** (0.020) |
Population density | 0.559*** (0.041) | 0.550*** (0.044) | 0.335*** (0.046) | 0.580*** (0.062) | 0.573*** (0.066) | 0.406*** (0.068) |
Elevation | -0.929*** (0.017) | -0.934*** (0.011) | -0.939*** (0.010) | -0.816*** (0.017) | -0.833*** (0.017) | -0.844*** (0.017) |
Constant | 0.763*** (0.005) | 0.759*** (0.005) | 0.727*** (0.006) | 0.752*** (0.009) | 0.756*** (0.011) | 0.726*** (0.011) |
Moran’s I (error) | 0.620*** | 0.626*** | 0.601*** | 0.621*** | 0.628*** | 0.599*** |
LM (lag) | 15238.516*** | 15410.364*** | 14136.079*** | 3379.456*** | 3415.517*** | 3027.331*** |
Robust LM (lag) | 36.419*** | 21.949*** | 25.780*** | 12.996*** | 5.576* | 3.641 |
LM (error) | 18445.007*** | 18772.058*** | 17334.164*** | 4572.310*** | 4655.374*** | 4252.143*** |
Robust LM (error) | 3242.909*** | 3383.642*** | 3223.865*** | 1205.850*** | 1255.433*** | 1228.453*** |
LM (lag and error) | 18481.425*** | 18794.006*** | 17359.944*** | 4585.307*** | 4670.950*** | 4225.784*** |
Measures of fit | ||||||
Log likelihood | 6150.210 | 6092.970 | 6189.220 | 2090.020 | 2048.960 | 2074.740 |
AIC | -12292.400 | -12177.900 | -12370.400 | -4172.040 | -4089.920 | -4141.470 |
SC | -12262.600 | -12148.100 | -12340.600 | -4147.640 | -4065.520 | -4117.070 |
R-squared | 0.501 | 0.498 | 0.507 | 0.576 | 0.568 | 0.581 |
N | 12712 | 12712 | 12712 | 3299 | 3299 | 3299 |
Note: The study uses the queen’s contiguity weight matrix. ***p≤0.001, *p≤0.05. Standard errors are in parentheses. LM = Lagrange multiplier. AIC = Akaike information criterion. SC = Schwarz criterion. |
Table 2 Regression results of the spatial error models with lag dependence in 2000, 2010, and 2020 |
Variable | 5 km grid scale | 10 km grid scale | ||||
---|---|---|---|---|---|---|
2000 | 2010 | 2020 | 2000 | 2010 | 2020 | |
Traffic accessibility | 0.031*** (0.006) | 0.036*** (0.006) | 0.037*** (0.007) | 0.047*** (0.011) | 0.050*** (0.012) | 0.074*** (0.013) |
Population density | 0.102*** (0.021) | 0.098***(0.023) | 0.047* (0.024) | 0.231*** (0.038) | 0.215*** (0.041) | 0.152*** (0.043) |
Elevation | -0.049*** (0.006) | -0.048*** (0.006) | -0.052*** (0.006) | -0.114*** (0.012) | -0.109*** (0.013) | -0.126*** (0.013) |
Spatial lag term | -0.475*** (0.019) | -0.465*** (0.019) | -0.470*** (0.019) | -0.278*** (0.035) | -0.294*** (0.036) | -0.264*** (0.035) |
Spatial error term | 0.999*** (0.005) | 0.999*** (0.005) | 1.000*** (0.005) | 0.935*** (0.011) | 0.943*** (0.011) | 0.929*** (0.011) |
Constant | -0.007 (0.004) | -0.010* (0.004) | -0.011* (0.005) | 0.036*** (0.010) | 0.028** (0.010) | 0.029** (0.037) |
Log likelihood | 11999.890 | 11988.570 | 11707.046 | 3448.866 | 3415.243 | 3310.822 |
AIC | -23989.800 | -23967.100 | -23404.100 | -6887.730 | -6820.490 | -6611.640 |
SC | -23952.500 | -23929.900 | -23366.800 | -6857.22 | -6789.980 | -6581.140 |
R2 | 0.807 | 0.807 | 0.799 | 0.816 | 0.814 | 0.804 |
N | 12712 | 12712 | 12712 | 3299 | 3299 | 3299 |
Note: The study uses the queen’s contiguity weight matrix. ***p≤0.001, **p≤0.01, *p≤0.05. Standard errors are in parentheses. AIC = Akaike information criterion. SC = Schwarz criterion. |
Table S1 Regression results of the spatial lag model (SLM) and spatial error model (SEM) at 5k m grid scale in 2000, 2010, and 2020 |
Variable | 2000 | 2010 | 2020 | |||
---|---|---|---|---|---|---|
SLM | SEM | SLM | SEM | SLM | SEM | |
Traffic accessibility | 0.079*** (0.008) | 0.111***(0.010) | 0.084*** (0.008) | 0.123*** (0.010) | 0.104*** (0.009) | 0.132*** (0.012) |
Population density | 0.217*** (0.027) | 0.283***(0.034) | 0.213*** (0.029) | 0.298**(0.038) | 0.130*** (0.031) | 0.224*** (0.041) |
Elevation | -0.256*** (0.010) | -0.939*** (0.018) | -0.254*** (0.010) | -0.940*** (0.019) | -0.271*** (0.010) | -0.969*** (0.019) |
Spatial lag term | 0.792*** (0.007) | 0.794*** (0.006) | 0.782*** (0.007) | |||
Spatial error term | 0.853***(0.006) | 0.855*** (0.006) | 0.847*** (0.006) | |||
Constant | 0.152*** (0.006) | 0.802***(0.007) | 0.146***(0.06) | 0.796*** (0.007) | 0.148*** (0.006) | 0.798*** (0.008) |
Measures of fit | ||||||
Log likelihood | 10815.800 | 11348.963 | 10805.500 | 11361.028 | 10555.500 | 11093.583 |
AIC | -21621.600 | -22689.900 | -21601.100 | -22714.100 | -21101.000 | -22179.200 |
SC | -21584.400 | -22660.100 | -21563.800 | -22684.300 | -21063.800 | -22149.400 |
R2 | 0.788 | 0.811 | 0.788 | 0.743 | 0.780 | 0.804 |
N | 12712 | 12712 | 12712 | 12712 | 12712 | 12712 |
Note: The study uses the queen’s contiguity weight matrix. ***p≤0.001, **p≤0.01. Standard errors are in parentheses. AIC = Akaike information criterion. SC = Schwarz criterion. |
Table S2 Regression results of the spatial lag model (SLM) and spatial error model (SEM) at 10 km grid scale in 2000, 2010, and 2020 |
Variable | 2000 | 2010 | 2020 | |||
---|---|---|---|---|---|---|
SLM | SEM | SLM | SEM | SLM | SEM | |
Traffic accessibility | 0.086*** (0.013) | 0.124*** (0.015) | 0.088*** (0.014) | 0.141*** (0.016) | 0.124*** (0.014) | 0.172*** (0.017) |
Population density | 0.310*** (0.042) | 0.304*** (0.044) | 0.287*** (0.044) | 0.279** (0.048) | 0.212*** (0.048) | 0.218*** (0.051) |
Elevation | -0.273*** (0.017) | -0.849*** (0.025) | -0.277*** (0.017) | -0.859*** (0.025) | -0.297*** (0.017) | -0.879*** (0.026) |
Spatial lag term | 0.749*** (0.013) | 0.752*** (0.013) | 0.732*** (0.014) | |||
Spatial error term | 0.857*** (0.011) | 0.857*** (0.011) | 0.842*** (0.012) | |||
Constant | 0.178*** (0.012) | 0.792*** (0.012) | 0.174*** (0.012) | 0.785*** (0.013) | 0.174*** (0.012) | 0.774*** (0.013) |
Measures of fit | ||||||
Log likelihood | 3219.170 | 3467.230 | 3180.950 | 3436.602 | 3093.230 | 3332.365 |
AIC | -6428.340 | -6926.460 | -6351.900 | -6865.200 | -6176.450 | -6656.730 |
SC | -6397.840 | -6902.050 | -6321.400 | -6840.800 | -6145.950 | -6632.320 |
R2 | 0.808 | 0.843 | 0.805 | 0.841 | 0.796 | 0.832 |
N | 3299 | 3299 | 3299 | 3299 | 3299 | 3299 |
Note: The study uses the queen’s contiguity weight matrix. ***p≤0.001, **p≤0.01. Standard errors are in parentheses. LM = Lagrange multiplier. AIC = Akaike information criterion. SC = Schwarz criterion. |
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