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ISSN No. 2454-6194 | DOI: 10.51584/IJRIAS |Volume X Issue X October 2025
Temporal and Spatial Variations of Precipitation and Temperature in the
Yongding River Basin under the Influence of Climate Change, 19592020
Hui Gwang Yun
1,
*, Il Chol Kim
a
Kwang Jin Rim
1
,
Chol Ho Chae
1
1
Faculty of Geoscience and Technology, Kim Chaek University of Technology, Pyongyang, 999093
Democratic People’s Republic of Korea
* Corresponding Author
DOI :
https://doi.org/10.51584/IJRIAS.2025.10100000152
Received: 23 October 2025; Accepted: 30 October 2025; Published: 18 November 2025
ABSTRACT
Global climate change has a considerable impact on the temporal and spatial fluctuations of precipitation. The
Yongding River basin (YRB) temperature and precipitation variations in inter-annual and inter-seasonal scales
were determined by analyzing daily temperature and precipitation data of 53 meteorological stations from 1959–
2020.
The Mann-Kendall test (MK), spearman’s correlation analysis, and moving t-test (MTT) were used to examine
the temporal variation and spatial distribution of precipitation. The results indicated the annual mean temperature
at all 53 stations has significantly increased with the highest located in the Guanting Reservoir and around
Langfang City. The annual precipitation changes showed a decreasing trend at 25 stations of Beijing, Tianjin,
and Langfang city, while an increasing trend at the other 28 stations of Datong, Shuozhou, and Zhangjiakou city.
However, there was not a single station that showed a significant increase or decrease.
The correlation analysis between annual temperature and precipitation in the YRB revealed that, 86% of stations
showed a negative correlation. The MTT method (N1 = N2 = 10) identified temperature jumps in 1986-1998
and 2010-2011, while the MK method detected jumps in 1992 and 2015-2017. Analysis of the annual series data
revealed that 12.9% of the YRB experienced three temperature jumps, 71.07% had one jump, and 16.03% had
no jumps, while average annual precipitation jumps, 73.87% of the watershed area had a single jump, 26.13%
had two jumps, and no area remained unaffected.
These findings indicate that changes in summer and autumn precipitation, exhibiting high variability and severity,
are the primary drivers of annual precipitation jumps in the YRB. All these data can be used to develop sensible
regulatory and management policies for the basin’s water resources, ensuring the health of the many ecosystems
that make up the region.
Keywords: precipitation, temperature, temporal and spatial variation, climate change, climate jump
INTRODUCTION
Climate change has emerged as one of the most pressing environmental issues of the 21st century, attracting
elevated attention from the international community as well as national governments [1]. The average global
temperature increased by 0.85 °C between 1988 and 2012, at a rate of 0.064 °C per decade according to
Intergovernmental Panel on Climate Change's Fifth Report, such an increase in global temperature would suffice
to influence regional hydrological cycles, including changes in the spatial and temporal distribution of
precipitation [2]. Global warming could aggravate the unequal distribution of precipitation, resulting in more
rain in wet places and less rain in dry ones [3,4]. While, the concept of "arid areas becoming drier and humid
areas increasing wetter" does not apply to all places, only about 11% of worldwide precipitation over land has
been "drier and wetter" since 1948 [5], and extreme precipitation events are anticipated to become more intense
and frequent in specific sections of the mid-latitudes and humid tropics [2].
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China's average climate, as well as the features of extreme weather and climate events, has changed as a result
of global warming [6]. Since 1960, China's average temperature has increased by 1.2 °C [7]. The extreme
weather and climate events have varied in frequency, severity, timing, length, and spatial extent as a result of
climate change, and reports of record-breaking extreme events occurrences have been progressively increasing
[8,9]. Many scholars have compared observations and models to look at the trends in precipitation extremes in
China. The results reveal a rising frequency of extreme precipitation occurrences and increased precipitation
on a national basis, but regional-scale results are more diverse [10].
Some researcher studied daily precipitation data of the Haihe River basin from 1960 to 2010, one of China's
seven largest river basins with the worst water scarcity, and found that precipitation in this river basin was on
the declining trend[11,12]. Annual precipitation in the Haihe River basin decreased with an average slope of
−0.57 mm a
2
from 1959 to 2016 by evaluating data from 57 sites in this river basin [13]. Precipitation in plain
areas of the Haihe river basin was higher than that in mountainous and hilly areas [14]. Yu et al presented
pertinent findings on the evolution of precipitation in the Haihe River basin, reporting a gradual decline from
east to west and south to north[15].
The Yongding River is the largest branch of the Haihe River basin and is also called Beijing's mother river [16],
and has suffered from many disasters. According to historical records, in the 800 years before the founding of
the People’s Republic of China (new China) in 1949, the Yongding River breached, overflowed, and changed
course 149 times. Under the influence of climate and land surface changes, the surface runoff in the Yongding
River mountainous area has gradually decreased, and the natural runoff has decreased from 1.971 billion m
3
before the 1970s to 839 million m3 from 2001 to 2014. Since the 1960s, different degrees of drying up and
depletion happened in the Yongding River's lower reach, especially after 1980, with the increase in industrial,
agricultural, and municipal water usage, the river flow downstream of Lugou Bridge was cut off for 197 days in
the 1960s, 361 days in the 1980s, and the whole year in the 1990s. The river completely dried up with the river
bed exposed, and the groundwater level in the surrounding area continued to decline. At the same time, the rapid
economic and social development leads to the over-exploitation of water resources in the basin and the water
quality in most reaches of the river has been deteriorating for a long time. For example, the Guanting reservoir,
situated in the Yongding River, is the first large reservoir built after the founding of new China and was once of
Beijing's main water supply sources. As the reservoir's water quality deteriorated, it was forced to withdraw from
the city's drinking water system in 1997 [17].
Since 2000, the State Council of China has approved and implemented the Plan for Sustainable Utilization of
Water Resources in the Capital in the early twenty-first century and the Plan for Water Allocation in the main
stream of the Yongding River to alleviate the scarcity of water resources in Beijing, rationally allocate water
resources in the basin, ensure the safety of water supply in the Capital to ensure sound, rapid economic and social
development in the basin. In the upper reaches of the Guanting reservoir, key projects such as agricultural water-
saving, soil erosion control, point source pollution control, industrial water-saving, and urban sewage treatment
plant construction have been carried out, and centralized water supply to the Guanting reservoir has achieved
remarkable results, with significantly increased water intake and improved water quality[18]. However, the dry
situation of the lower reaches of the Yongding River has not been improved. The rivers downstream of the Lugou
Bridge dried up all year round, which could not guarantee the water demand of the ecological environment and
caused serious ecological degradation in the water-scarce area associated with the Yongding River [19,20]. It
has seriously harmed the river's ecological function and hampered the long-term economic and social
development of the coordinated development zone of Beijing, Tianjin, and Hebei [21].
The response of hydrological processes to precipitation changes and climate variabilities, as well as the resulting
changes in regional water conservation capacity, are critical for the sustainable use of water resources. Due to
the fact that a detailed analysis of the climate variability of all seasons, including temperature and precipitation,
as well as their interrelationship, has not been performed for the Yongding River basin, this study aims (i) to
investigate seasonal and annual variabilities in precipitation and temperature in the basin; and (ii) to detect
climate jumps and precipitation periodicities over a 62-year climatological period from 1959 to 2020. It allows
a comprehensive review of the seasonal climatology and trends in precipitation and temperature in the Yongding
River basin, which may be of exemplary significance internationally to study such a basin.
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METHODOLOGY
Study Area
Physical geography
The Yongding River Basin, as shown in Fig. 1, is located between 112°00'~117° 45' E and 39°00'~41°20' N.
The Yongding River basin covers an area of 47,053 km
2
, of which the mountain area covers 45,100 km
2
,
accounting for 95.8%, and the plain area covers 1,953 km
2
, accounting for 4.2% [22].
River system
Yongding River, one of the four major national flood control channels in China, flows through Inner Mongolia
autonomous regions, Shanxi province, Hebei province, Beijing, and Tianjin City, and belongs to the northern
system of the Haihe River basin, as shown in Fig. 1. Yongding River upstream consists of two tributaries, Yanhe
River from the Inner Mongolia Plateau and Sanggan River from the Shanxi Plateau. The two rivers flow through
alternate ravines valleys, and basins and merge at Huailai Zhuguantun, and after the confluence, they are called
the Yongding River. At Guanting the Yongding River is joined by the Guishui River, goes through the Guanting
Gorge, and at Sanjiadian into the plain. From Sanjiadian both sides of the Yongding River are constrained by
the embankment. There is the Xiaoqing River diversion channel after Lugou Bridge. After Lianggezhuang the
Yongding River enters its flooded area and is joined by the Tiantang River and Longhe River. At Qujiadian it is
called the Yongding New River after the outlet of the flooded area. After Dazhangzhuang, the Yongding new
river takes in the Beijing sewage river, Jinzhong River, Chaobai New River and Jiyunhe River to flow into the
sea at Beitang, Tianjin City. Among the rivers, the Sanggan River is the main source of the Yongding River, 390
km long, the Yanghe River is 101 km long, the Yongding River is 307 km long, the Yongding New River is 62
km long, and a total length of the Yongding River is 761 km.
Hydrometeorology
The Yongding River basin is a temperate continental monsoon climate, which is a climate transition zone
between semi-humid and semi-arid. The spring dries early with some sandstorms, summer is hot with heavy
rains, autumn is cool with little rainfall, and winter is cold and dry. The annual average temperature is 6.9 ℃,
the highest 39℃ and the lowest -35℃. The frost-free period in the basin area is 120-170 days and about 100
days in the mountainous area, and the frozen period is more than 4 months. The average annual precipitation in
the Yongding river basin ranges from 360 mm to 650 mm, and there is a large difference in precipitation in
different areas, and the difference between the rainy and dry areas is nearly doubled. The annual variation of
precipitation is large, with a difference of 2-3 times between dry years and rainy years, and precipitation in flood
season (June to September) accounts for 70% to 80% of the total year. The annual average runoff of the
Yongding River Basin area from 1956 to 2010 was 1.443 billion m³, which was unevenly distributed within the
year and varied greatly in different years. The maximum annual runoff that emerged in 1956 was 3.14 billion
m
3
, the minimum annual runoff in 2007 was 672 million m
3
, and the ratio of maximum annual runoff to minimum
annual runoff was 4.67.
Economy and society
The administrative division of the Yongding River Basin includes parts of Beijing, Tianjin, Hebei, Shanxi, and
Inner Mongolia with 51 cities, counties, and districts, among which Hebei province involves three prefecture-
level cities of Zhangjiakou, Baoding, Langfang, and Shanxi Province involves three prefecture-level cities of
Xinzhou, Shuozhou, and Datong[20].
From 2017 to 2020, the resident population of 8 major cities or districts (Shuozhou and Datong in Shanxi,
Zhangjiakou, and Langfang in Hebei, Yanqing District, Mentougou District, Fangshan District and Daxing
District in Beijing) in the Yongding River Basin has increased from about 17.81 million in 2017 to 18.33 million
in 2020. The growth rate was higher than the growth rate of the permanent population in the four provinces
(cities) of Beijing, Tianjin, Hebei, and Shanxi during the same period. From 2017 to 2019, the per capita GDP
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of the eight cities (districts) in the basin increased from 45,900 yuan in 2017 to 51,700 yuan in 2019, up
12.6%[21].
The mountainous area upstream of the Yongding River is rich in mineral resources and is an important energy
base and renewable energy demonstration area in China, as well as an important food and vegetable producing
area in the region. The central part is the southwest gateway of China's Capital, Beijing. It is densely populated
and has a high urbanization rate. It will be a cluster area for the development of the high-end service industry,
technology industry, and modern manufacturing industry in the future. Tianjin Binhai New Area of the
downstream, located in the coastal region, boasts an advanced manufacturing industry, modern service industry,
scientific, technological innovation, research and development base. It will be the future shipping and logistics
centre of northern China and an important economic development belt of the Beijing-Tianjin-Hebei region[22].
Figure 1. The study area and metrological stations map.
Data and Method
Data
Daily precipitation and temperature from the China Meteorological Administration (CMA) were collected in 53
meteorological stations located throughout the Yongding River Basin from January 1959 to December 2020 for
this study, as shown in Figure 1, while monthly and annual data were derived from daily data. The 62-year data
set of 53 meteorological stations was deemed long enough to draw reliable climatic conclusions and reveal the
true state of temporal precipitation changes in the Yongding River Basin.
Method
In this study, we utilized the Thiessen polygon method to estimate the area-mean temperature and precipitation.
Additionally, we employed the Mann-Kendall trend test and the Kriging interpolation method to investigate the
spatial variation of precipitation and temperature during the period from 1959 to 2020.
A two-tailed t-test with a confidence level of 95% was used to test the null hypothesis slope using a linear fitted
model. This method is commonly employed for statistical diagnosis in modern climatic analysis. We also used
a linear fitted model and a two-tailed t-test with a confidence level of 95% to examine the temporal variation of
precipitation and temperature throughout the 19592020 period.
Spearman’s correlation analysis was applied to determine the correlations between the mean temperature and
mean precipitation on an annual and seasonal basis.
To identify jumps in temperature and precipitation on an annual and seasonal scale, we employed the non-
parametric Mann-Kendall change point test and the moving t-test. These tests were utilized for temporal analysis.
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Furthermore, we utilized the Kriging interpolation method to create spatial distribution maps depicting
significant changes and jumps in temperature and precipitation, as well as correlations between temperature and
precipitation, within the Yongding River Basin.
The Thiessen polygon method
Thiessen Polygon, also known as the Thiessen Method or Voronoi Diagram, is indeed a widely used technique
for evaluating area mean precipitation quantity or area mean temperature. Proposed by climatology expert Alfred
Thiessen in 1911, this method involves creating polygons by connecting points on a plane with their nearest
observation point. These Thiessen polygons are utilized extensively in climate-related research[23,24].
The use of Thiessen polygons offers a fast, simple, and reasonably accurate way to calculate rainfall and
temperature. The technique only requires information such as the precipitation and temperature values at each
station, as well as the calculated station weight or area of influence (referred to as Thiessen Constant or Area
Factor). By considering these factors, the method allows for the estimation of area mean values based on the
available data.
This approach has proven useful in various climatological studies and is often employed in research involving
climate analysis, hydrology, and meteorology. The Thiessen Polygon technique provides a spatial representation
of the data, taking into account the proximity of observation points, which helps in understanding the distribution
and patterns of precipitation or temperature across an area [25]
After the application of this formula, the mean precipitation or temperature of each polygon is calculated by
multiplying the precipitation or temperature value of polygons with the weighted mean [26]. The mean
precipitation or temperature of the entire study area is calculated using the following formula after finding the
mean precipitation or temperature of all polygons:
Thiessen method is simply described as:
W
i
=
A
p
A
(1)
W
i
: weighted area of Thiessen polygons
A
P
: The area of Thiessen polygons
A: Total study area
P=
W
i
n
i=1
P
i
(2)
P: The areal mean precipitation or temperature of the study area
P
i
: Precipitations or temperatures of meteorological stations within Thiessen polygons
n: Number of total Thiessen polygons
Average areal precipitation and temperature were estimated by Thiessen polygon method using ArcGIS software
[27].
The MannKendall Trend Test
The higher the auto-correlation in the time series, the greater the error when using the Mann-Kendall test [28].
Given the time series {xi, i = 1, 2, ..., n}, the auto-correlation in time series must be removed generally according
to the following procedure [29].
At first,
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ρ
1
=
Cov (x
i
, x
i+1
)
Var (x
i
)
=
1
n-2
(x
i
-x
)
n-1
i=1
(x
i+1
-x)
1
n-1
(x
i
-x
)
2
n
i=1
(3)
where ρ
1
is first order auto-correlation coefficient, Cov (x
i
, x
i+1
) is the covariance between the variables
and

and 󰇛
󰇜 is the variance of
.
is arithmetic mean of series .
Then, remove the auto-correlation from the original time series:
x
i
'
=x
i
1
x
i-1
(4)
If i=1 then
.
Simply, the transferred series 󰇝
󰆒
󰇞, is still noted as 󰇝
󰇞, calculate Kendall
indicator, τ, variance,
, standard deviation, σ
τ
, as well as normalized variable U [28].
τ=
4p
n
󰇛
n-1
󰇜
-1 (5)
Where
p=
n
k
i
k=1
(6)
Where n
k
is the number of later records in the series whose values exceed x
i
.
σ
τ
2
=
2(2n+5)
9n(n-1)
(7)
U= τ σ
τ
(8)
U is used to reflect the trend in hydrological or meteorological time series, The larger the |U|, the more obvious
the changing trend, and if U > 0, the trend is increasing, and vice versa.
Given the significance level α, the standard normal-distribution table can be used to calculate the critical value
U
α/2
; if |U| >U
α/2
, reject the hypothesis of no trend and assume the changing trend is significant. For example,
given α = 0.05, then, U
α/2
= U
0.025
= 1.96.
Spearman’s Correlation Analysis
The Spearman’s correlation coefficient is a nonparametric index used to measure the dependence between two
variables. This method, which does not require data distribution information and can better reflect the correlation
between precipitation and temperature, uses a monotone equation to evaluate the correlation between two
statistical variables [22].
It is calculated as:
ρ=1-
6
d
i
2
n
i=1
n(n
2
-1)
(9)
Where = the Spearman’s correlation coefficient, d
i
= the difference between the ranks of corresponding
variables, and n = the number of observations.
Therefore, the degree of correlation between the two variables was determined using the ρ-values
󰇟
-1,1
󰇠
),
and its degree classification standards are shown in Table 1 [30].
Table 1 Classification standards of Spearman’s correlation
Degree of Correlation
Correlation Coefficient Value
Completely uncorrelated
|ρ| = 0
Weak correlation
0.01 ≤ |ρ| ≤ 0.19
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Low correlation
0.20 ≤ |ρ| ≤ 0.39
Moderate correlation
0.40 ≤ |ρ| ≤ 0.59
Significant correlation
0.60 ≤ |ρ| ≤ 0.79
High correlation
0.80 ≤ |ρ| ≤ 0.99
Strong correlation
|ρ| = 1
Moving t-Test
The moving t-test (MTT) detects climate jumps in a series by comparing the significant differences between the
averages of two groups of samples. In China, this strategy is commonly utilized to detect climatic jump
occurrences [31,32]. The subsequence X
1
of the N
1
samples was acquired before the datum point with an average
of
and a variation of
, and the subsequence X
2
of the N
2
samples was obtained after the datum point with
an average of
and a variance of
[33]. The t-statistic is written as follows:
t=
X
1
-X
2
N
1
S
1
2
+N
2
S
2
2
N
1
+N
2
-2
1
N
1
+
1
N
2
(10)
Given a significance level of α, the null hypothesis of no differences will be rejected if |t| > t
α/2
. Climate jump
places can be affected by the length of the subsequence set. To overcome this, two conditions were used:
N
1
=N
2
=5 and N
1
=N
2
=10. A 95% confidence level was used as a standard. The time scope of the climate leap
was defined by all locations satisfying |t| > t
α/2
after the statistic was calculated, and climate leaps may occur in
years when |t| reaches maximum. The t-statistic with a significance level of α is t
α/2
, of 5% for this study.
Mann-Kendall Change Point Test
The test statistic S
k
is defined as follows:
S
k
=
α
ij
i-1
j=1
k
i=1
(k=2, 3, 4, , n) (11)
α
ij
=
1 x
i
>x
j
0 x
i
≤x
j
1 ≤ j ≤ i (12)
and the statistic index UF
k
is defined as follows:UF
k
=
S
k
-E(S
k
)
Var(S
k
)
k=1, 2, 3, 4, , n(13)
where:
E(S
k
)=
k(k-1)
4
(14)
Var(S
k
)=
k(k-1)(2k+5)
72
(15)
The same equation is used to calculate a backward sequence UB
k
, but with a reversed series of data. If there was
a point of intersection between the two curves (UF
k
and UB
k
), that point would be considered the change point
[34].
RESULTS AND DISCUSSIONS
Spatial and Temporal Analysis of Temperature
Spatial Analysis of Temperature Change
Figure 2 illustrates the spatial distribution of significant levels of the annual and seasonal mean temperature
variations in the Yongding River Basin. The MannKendall test involving annual mean temperature data during
the 19592020 period at all 53 stations showed an increasing trend, with the increasing trend being significant
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at all stations (Figure 2a). Specifically, the most intense increase in temperature is observed in the eastern
regions including Zhangjiakou, Beijing, and Langfang, and the gentlest in Datong city, which showed a spatial
difference.
The mean temperature of each season in all areas of Yongding River Basin from 1959 to 2020 tended to increase
(Fig. 2b, c, d, e). The increasing trend of the mean spring, and summer temperature was significant in all areas,
especially in Zhangjiakou and Langfang city for the mean spring temperature, and in Langfang City for the mean
summer temperature. Except for most parts of Datong City and a small part of Beijing and Tianjin, the increasing
trend of mean autumn temperature in the study area is significant. For the mean winter temperature, except for
most area of Datong City, all other areas showed an increasing trend.
Figure 2. Spatial distribution of the significance of annual and seasonal mean temperatures (a) annual; (b)
spring; (c) summer; (d) autumn, and (e) winter.
Temporal Analysis of Temperature Change
In order to get the temporal trend of seasonal and annual mean temperatures, the area-integrated method of
temperature by dividing Thiessen polygons is used to obtain the area’s seasonal and annual mean temperatures
from 1959 to 2020, as shown in Figure 3.
As a whole, the basin’s temperature increases at a rate of around 0.38°C/10 a, 0.22°C/10 a, 0.2℃/10 a, 0.38°C/10
a, and 0. 29°C/10a respectively in the spring, summer, autumn, and winter season, and annually, which are
significant at the 5% level of significance.
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Figure 2. Spatial distribution of the significance of annual and seasonal mean temperatures (a) annual; (b)
spring; (c) summer; (d) autumn, and (e) winter.
Spatial and Temporal Variability of Precipitation
Spatial Variability of Precipitation
The MannKendall test was carried out to determine the precipitation trend for annual and seasonal variations
of precipitation in the Yongding River Basin from 19592020. The spatial distribution of the significant levels
of yearly and seasonal mean precipitation variation was depicted in Figure 4.
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Figure 4: Spatial distribution of the significance of annual and seasonal mean precipitation variations (a)
annual; (b) spring; (c) summer; (d) autumn, and (e) winter.
Annual precipitation in the eastern Yongding River Basin, including the areas downstream of Guanting
Reservoir and the southern section of Shuozhou City, showed a falling tendency, whereas annual precipitation
in the western half of the basin showed a not significantly increasing trend (Figure 4a). Except for a few areas
in Shuozhou City, the Yongding River Basin's spring precipitation trended upward, with significant changes in
Zhangjiakou City and Beijing (Figure 4b). A decreasing trend in summer precipitation in the Yongding River
Basin was found with the trend in the eastern regions of Zhangjiakou City being significant (Figure 4c). Autumn
precipitation exhibited a growing trend across the river basin, with the increase being significant in the majority
of Zhangjiakou City's regions, except for a few parts in Shuozhou City (Figure 4d). Except for the western and
central regions of Shuozhou City and Datong City, the river basin showed a declining trend in winter
precipitation (Figure 4e).
In terms of the annual precipitation trend at the 53 hydrological stations of the Yongding River Basin, as shown
in Table 2, like 25 stations (i.e., 47.2% of all stations) showed a decreasing trend in annual precipitation without
a single station is being significant, while the other 28 stations (i.e., 52.8% of all stations) showed an increasing
trend without any being significant station.
Table 2. Annual and seasonal precipitation trends in the Yongding River Basin
Season
Increasing Trend
Decreasing Trend
Number of
Stations
Percentage
(%)
Number of
Significant
Changes
Number of
Stations
Percentage
(%)
Number of
Significant
Changes
Annual
Spring
Summer
28
53
0
52.8
100
0
0
13
0
25
0
53
47.2
0
100
0
0
13
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Autumn
Winter
53
23
100
43.4
5
0
0
30
0
56.6
0
0
At all 53 locations, a tendency toward decreasing summer precipitation and an increase in autumn precipitation
have been seen, with the former trend being significant at 13 stations and the latter in 5 stations. Winter
precipitation in the Yongding River Basin is generally low compared to summer precipitation, hence decreases
in summer precipitation led to decreases in annual precipitation. Summer and winter are the rainiest seasons in
the region.
Temporal Variability of Precipitation
The thiessen polygon method is employed to obtain the seasonal and annual mean precipitation for 53 weather
stations from 1959 to 2020. Following this, the temporal trends of the seasonal and annual area-averaged
precipitation are calculated, as shown in (Figure 5).
Figure 5: Temporal trend of the area-average precipitation in Yongding River basin from 1959 to 2020: a)
spring; b) summer; c) autumn; d) winter; e) annual.
In the spring season (Figure 5a), precipitation increased at a rate of around 3.35mm/10a, which is not significant
at the 5% significance level. In the summer season, precipitation decreased at a rate of around 7.5mm/10a, which
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is significant at the 5% level of significance (Figure 5b). The precipitation in the autumn season was increasing
at the rate of around 4.01mm/10a, and the increasing trend in precipitation is not significant at the 5% level of
significance. In the winter season (Figure 5d), the precipitation was increasing at a rate of about 0.46mm/10a,
which is not significant at the 5% level of significance. Annual precipitation (Figure 5e) were decreased at a rate
of 0.53 mm/10a, and this trend is not significant at a 5% level of significance.
The Yongding River basin had an average annual precipitation of 473 mm from 1959 to 2020, with variations
over the 62 years ranging from 299 to 718 mm and a variation coefficient of 0.189. The difference between the
highest and lowest yearly precipitation was almost 2.4 times. Precipitation in the summer, which has a mean
value of 316 mm and makes up 66.7% of the yearly total, reflects the fluctuation in annual precipitation as shown
in Figure 5b, e. Both annual and summer precipitation rates decreased during the study period, with a trend of -
0.053 mm a-2 and -0.75 mm season-1 a-1, respectively (Figure 5b, e). The ratio of summer precipitation to yearly
precipitation stayed essentially stable between 1959 and 2020; the patterns for the two periods are remarkably
similar. This is a result of a decline in precipitation, which mainly occurred in the summer.
Spearman’s Correlation Analysis Results
The ρ-values belonging to each station were analyzed and calculated in order to assess the degree of association
between precipitation and temperature at both the inter-annual and inter-seasonal scales. The findings of grade
analysis conducted after correlation coefficient determination are displayed in Table 3.
Table 3. Distribution of statistics for the ρ-values corresponding to different numbers of stations in the
Yongding River Basin.
ρ-Value
Range
Nature
Spring
Summer
Autumn
Winter
Inter-annual Correlation
(+)
(-)
(+)
(-)
(+)
(-)
(+)
(-)
Positive
Negative
0
Completely
non-
correlations
1
1
0
0
4
4
2
2
0
2
0.010.19
Weak
correlations
36
13
0
7
12
30
24
21
7
33
0.20.39
Low
correlations
2
0
0
20
2
1
0
4
0
11
0.40.59
Moderate
correlations
0
0
0
24
0
0
0
0
0
0
0.60.79
Significant
correlations
0
0
0
2
0
0
0
0
0
0
0.80.99
Highly
correlated
0
0
0
0
0
0
0
0
0
0
1
Completely
correlated
0
0
0
0
0
0
0
0
0
0
Analysis of the Correlation between Annual Mean Temperature and Annual Precipitation
46 stations in the Yongding River Basin (or 86.8% of all the stations selected) showed negative correlations
between annual mean temperature and annual precipitation, as indicated in Table 3, with 33 and 11 stations
displaying weak and low negative correlations, respectively. In contrast, 7 stations (or 13.2% of all the stations
selected) showed positive correlations, with all of the 7 stations being weak positive correlations. Furthermore,
just 2 stations, or 3.8% of the total, exhibited no relationships. The yearly mean temperature and annual
precipitation generally correlated negatively in the Yongding River Basin.
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Figure 6 depicts the regional distribution of Spearman's correlation coefficients at the seasonal and interannual
scales. The Yongding River Basin has a relatively concentrated distribution of the correlations and a generally
negative correlation between annual mean temperature and annual precipitation. However, the central sections
of the basin showed only a faint negative correlation, while some part of the west region of the basin showed
only a weak positive correlation.
Figure 6: Spatial distribution of Spearman correlation coefficients in seasonal and inter-annual scale, (a) annual;
(b) spring; (c) summer; (d) autumn, and (e) winter.
Analysis of the Correlation between Mean Temperature and Precipitation for Different Seasons
In the Yongding River Basin, mean temperatures and precipitation were shown to be negatively correlated during
the spring, summer, autumn, and winter seasons (Figure 6). In particular, 13 stations (or 24.5% of all stations)
showed weak negative correlations during the spring season. Contrarily, 38 stations (71.7% of the total number
of stations) exhibited positive correlations, with 36 and 2 stations indicating weak and low positive correlations,
respectively, while 2 stations (3.8% of the total number of stations) indicated an atypical association between
temperature and precipitation. In summer, negative correlations were observed at 53 stations (i.e., 100% of the
total number of stations), with 7, 20, 24, and 2 stations showing weak, low, moderate, and significant negative
correlations, respectively.
In the autumn season, 14 stations (or 26.4% of all stations) displayed positive correlations, with 12 and 2 stations
exhibiting weak and low positive correlations, respectively. In contrast, negative correlations were seen at 31
stations (or 58.5% of the total number of stations), with 30 and 1 station exhibiting weak and low negative
correlations, respectively. In this season, there were 8 stations (or 15.1% of all the stations) that indicated no
association between temperature and precipitation. In the winter, there were 25 stations with negative
correlations (i.e., 47.2% of the total number of stations), with 21 and 4 of those stations displaying weak, low
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correlations. In this season, there were 4 stations (or 7.5% of the total number of stations) that exhibited no
correlation whereas 24 stations (or 45.3% of the total number of stations) displayed positive correlations, all of
which were weak correlations.
In terms of spatial distribution, although there was an overall negative association between mean temperature
and precipitation for different seasons in the Yongding River Basin, the Spearman's correlation coefficients for
each of these seasons were noticeably different. In particular, in the spring, the majority of the Yongding River
Basin's regions showed a weak positive correlation, while the southwest and southeast small regions showed a
weak negative correlation; in the summer, the entire Yongding River Basin showed a negative correlation, and
a moderate negative correlation was only observed in the central regions; in the autumn, the central and eastern
regions showed a low negative correlation, the west region showed weak and negative correlations. The regions
with weak positive associations were sporadically dispersed.
Analysis of Climate Jumps
It is necessary to analyze and comprehend the change and process of the climate system using nonlinear theories
and methods because the climate system is a nonlinear and discontinuous phenomenon. Examples of such
nonlinear theories and methods include the theory of abrupt changes and the detection method [35]. Many
researchers have studied regional climate characteristics on different time scales in China over the last few
decades. The findings provided a solid foundation and direction for precisely grasping large-scale climate
characteristics and better understanding regional climate change [12].
In this study, 62 years' worthy data of climate trends for climate variables collected from 53 gauging stations in
the Yongding River Basin detected at the 95% level of significance. The Yongding River Basin climate change
study was separated into investigations on temperature and precipitation changes. The MTT method was used
for climate jump detection, and detection results may vary depending on the length selection of the subsequence.
Consequently, it makes sense to combine other methods when using the MTT method. We applied MTT and
MK mutation test methods for the two parameters. The assessment of significant differences between the
averages of two groups of samples necessitates the use of sub-sequences of more than one length in climatic
jump detection. The length of the subsequence is adopted as N1=N2=5 and N1=N2=10 as to the comparison
period in this study, considering the length of the resulting series. The results generated by both methods are not
always consistent since climate leaps discovered by the MK method indicate a major shift in trends whereas
climate jumps found by the MTT method show a considerable difference between the averages of the two-
subsequence series [32].
Temperature and Precipitation Climate Jumps Temporal variation
The seasonal and annual precipitation was analyzed by the M-K test method and Moving T-test. Figure 7 showed
the MTT and MK tests used to find climate jumps in seasonal temperature from 1959 to 2020 in Yongding River
Basin.
In the period from 1959 to 1981, the mean temperature in spring exhibited a decreasing trend, while in 1982
to 2020, it displayed an increasing tendency. In the periods of 19992020, the tendency is significant as the
normalized variable exceeds the confidence level. The climate jump in mean temperature occurred in spring
1997.
The average summer temperature first increases then decrease and then increases again, but overall, it shows an
increasing trend. From 1959 to 1968, the average summer temperature showed an increasing trend, while in 1969
to 1998, it shows a decreasing trend, and 1999 to 2020, it shows an increasing trend again. For the period 2007-
2020, the trend is significant as the normalized variable exceeds the confidence level. The average climate jump
in summer temperature occurred in 1997.
The average autumn temperature experiences a process of decreasing first, followed by an increase, but it shows
an overall increasing trend. In the period from 1959 to 1968, the mean autumn temperature exhibited an
increasing trend. From 1969 to 1982, it displayed a decreasing tendency, while in 1983 to 2020, it again showed
an increasing trend. Furthermore, in the periods of 1999 and 20042020, the tendency is significant as the
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normalized variable exceeds the confidence level. The climate jump in mean autumn temperature occurred in
1988-1989.
In the period from 1959 to 1976, the mean temperature in winter exhibited a decreasing trend., while in 1977 to
2020, it displayed an increasing tendency. In the periods of 19922020, the tendency is significant as the
normalized variable exceeds the confidence level. The climate jump in mean temperature occurred in winter
1986.
As shown in the above results, the temperature jumps were presented in all seasons. The results can be showed
that temperature jumps occurred in all seasons, although the years in which the jumps occurred differed slightly
between the two calculation methods. For example, in autumn, the MTT method showed two climatic jumps in
2004 and 2009 and the MK method showed one climatic jump in 1988-1989.
Figure 7. Moving t-test (a-d) and Mann-Kendall mutation test (e-h) of seasonal temperature.
The results of the MTT and MK tests for the Yongding River Basin's annual temperature from 1959 to 2020
were displayed in Fig. 8.
Figure 8. Moving t-test (a) and Mann-Kendell mutation test (b) of annual temperature.
The computed annual temperature jumps between the two methods exhibit a slight discrepancy. In the MTT
method (N1 = N2 = 5), three climate jumps (1967, 1997-1998, and 2013-2014) were observed, while in (N1 =
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N2 = 10), only one jump (19861998) was identified. In contrast, the MK method showed only one jump (1992).
The temperature jumps in the Yongding River Basin from 1959-2020 are presented in Table 4.
Table 4. Temperature jumps were detected by using MTT and MK methods in the Yongding River Basin from
1959-2020.
Time
MTT
MK
N = 5
N = 10
Spring
1997-1998, 2003, 2014
1992-2000
1997
Summer
1997, 2012
1992-1994, 1996-1999
1997
Autumn
2004, 2009
-
1988-1989
Winter
1986-1988, 2014
1972, 1985-1993
1986
Annual
1967, 1997-1998, 2013-2014
1986-1998
1992
Mean spring precipitation increased from 1961 to 1971, while decreased from 1972 to 1978, and increased again
in 1979 to 2020. There was a significant increase observed from 2007 to 2020, while summer mean precipitation
decreased from 1959 to 1968. It then experienced an increase from 1969 to 1982, followed by another decrease
from 1983 to 2020. . There was a significant decrease noted from 2009 to 2020. Autumn mean precipitation
exhibited a decrease from 1962 to 2007, followed by an increase from 2008 to 2020, with no significant overall
trend. Winter mean precipitation decreased from 1962 to 1969 and increased from 1970 to 2020. Notably,
significant increases were observed in 2016 and 2019.
The results of the MTT and MK tests for the seasonal precipitation in the Yongding River Basin from 1959 to
2020 were shown in Fig. 9. The Yongding River Basin seasonal precipitation MTT and MK test results from the
study period of 1959 to 2020 revealed that the jump timings were not nearly consistent between the two these
two methods MTT and MK. In the Yongding River Basin from 1959 to 2020, precipitation jumps were identified
using the MTT and MK techniques, as shown in Table 5.
Table 5. Precipitation jumps were detected by using MTT and MK methods in the Yongding River Basin from
1959-2020.
Time
MTT
MK
N1 = N2 = 5
N1 = N2 = 10
Spring
1976, 1992
1978, 1982
1988, 1992, 1996
Summer
1997, 1999
1997, 2011
1982
Autumn
1989
1978 - 1979, 2007 - 2008
2007
Winter
-
-
1977, 1982 - 1983
Annual
1980
2010 - 2011
2015-2017,
Spatial Distribution of Temperature and Precipitation Jumps
In this study, the climate jump was considered in two parts: temperature and precipitation.
When examining the spatial distribution of temperature jumps, it is evident that multiple temperature jumps
occurred in most areas of the Yongding River Basin (Figure 11).
The spatial distribution of spring mean temperature jumps is relatively simple, with one jump observed in the
western and eastern parts of the study area (Shuozhou, part of Datong City, south of Zhangjiakou City), as well
as in the Tianjin area, while no jumps occurred in other areas. For summer mean temperature jumps, most areas
experienced a single jump, except for the downstream area of Guanting Reservoir. Regarding autumn mean
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temperature jumps, two jumps occurred in Datong City and some areas in the northern part of Zhangjiakou City,
while one jump occurred in the upper reaches of the Yongding River watershed, excluding these areas. In winter,
temperature jumps occurred once in most of the study area. The area where a single temperature jump occurred
in both summer and winter accounted for more than 94.09% of the area, which was found to have a significant
impact on the annual average temperature jump. Table 6 presents the area percentage according to the number
of jumps in annual and seasonal temperatures.
Figure 11. Spatial distribution of temperature jump throughout Yongding River basin between 1959 and 2020
(a) annual (b) spring (c) summer (d) autumn and (e) winter
In the annual series, the area where temperature jumps occurred three times accounted for 12.9% of the total
Yongding River Basin, while jumps occurred once in 71.07% of the area, and no jumps occurred in 16.03% of
the area.
The spatial distribution of annual mean temperature jumps reveals three jumps in the central part of the study
area (eastern part of Datong City) and one jump in the remaining area, except for some areas in the eastern and
central parts where no jumps occurred.
Table 6. Area percentage according to the number of jumps of the annual and seasonal temperature.
Count
0
1
2
3
Annual
16.03
71.07
-
12.90
Spring
44.80
55.20
-
-
Summer
4.87
94.09
1.03
-
Autumn
-
69.67
27.45
2.89
Winter
-
99.36
0.64
-
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The precipitation jump is relatively complicated as compared to the temperature jump as shown in (Fig. 12). The
spatial distribution of spring mean precipitation jumps is diverse, with three jumps occurring in the northern part
of Zhangjiakou City and the southern part of Datong City, two jumps in the southern part of Zhangjiakou City
and around Beijing, and one jump in the western part of the study area and the Guanting Reservoir outflow area.
Small areas in the northern, south-central, and eastern parts of the study area did not experience any jumps. In
most areas, the range of summer mean annual precipitation jumps was from one to two, with a very small area
experiencing three jumps. Autumn mean precipitation jumps occurred three times in the north-central and south-
central parts of the study area, and one or two times in the remaining area. In winter, mean precipitation jumps
did not occur in Zhangjiakou City, the lower reaches of Yanghe, Sangganhe, and Guanting Reservoir, while one
or two jumps occurred in other areas.
Figure 12. Spatial distribution of precipitation jumps throughout Yongding River basin between 1959 and 2020
(a) annual (b) spring (c) summer (d) autumn and (e) winter
The areas where climate jumps did not occur in spring and winter account for 8.92% and 29.96% of the total
Yongding River Basin, respectively. However, the impact on the total precipitation jumps is not as significant
since the precipitation is relatively low during these seasons. In summer and autumn, more than one precipitation
jump occurred in all areas.
Table 7. Area percentage according to the number of jumps of the annual and seasonal precipitation
Count
0
1
2
3
Annual
-
73.87
26.13
-
Spring
8.92
55.69
26.44
8.95
Summer
-
35.22
63.75
1.03
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Autumn
-
39.98
46.77
13.25
Winter
29.96
22.50
45.68
1.85
The spatial distribution of annual mean precipitation jumps reveals that most areas in the central part of the study
area (Datong City and Zhangjiakou City) experienced one jump, while most areas around Shuozhou City and
the eastern part of the study area had two jumps. In the annual series, the area where the average annual
precipitation jump occurred once accounted for 73.87% of the total watershed area, and the area where the jump
occurred twice accounted for 26.13%, with no area experiencing no jump. This indicates that the main cause of
the annual precipitation jump is the change in precipitation during summer and autumn, which exhibits high
variability and severity in this basin.
The duration of historical data makes it difficult to identify variations in temperature and precipitation. On the
other hand, this is a characteristic that many people have, and multi-time scale characteristics can be found in
both seasonal and annual precipitation. The results vary depending on the area characteristics and the time period
of selected historical data; some are obvious while others are not.
Analysis of Annual Precipitation and Temperature
In accordance with the results of the Mann-Kendall test, which used annual average temperature data from 1959
to 2020, the average annual temperature at 53 stations (i.e., 100% of the total number of stations) shows an
upward trend, with the trend toward growth being significant at every station. No station, however, displays a
downward trend. The yearly average temperature in China has increased significantly over the past 48 years,
according to analyses conducted by other researchers [36]. The overall warming trend in China's climate by
analyzing meteorological data from 1950 to 2010 [37]. According to [38], there has been a significant increase
in the annual mean minimum, mean, and maximum temperatures in northeast China, each by around 2.11°C,
1.59°C, and 1.13°C, respectively [39].
As per Mann-Kendall test results on annual precipitation changes from 1959 to 2020, 25 stations showed a
decreasing trend, while 28 stations showed an increasing trend. The annual mean precipitation in the Yongding
River Basin decreased during the study period, with annual and summer precipitation rates decreasing by -0.053
mm a-2 and -0.75 mm season-1 a-1, respectively. Since the 1960s, the Wei River basin's average annual
precipitation has been decreasing, by about 2 mm every 10 years. The Mudanjiang River Basin, the higher
sections of the Xiliao River, and the lower reaches of the Songhua River all experienced an increase or
strengthening in frequency and intensity [40].
Analysis of Seasonal Precipitation and Temperature
The results of the Mann-Kendall test revealed that there was an increasing trend in the average spring and
summer temperatures of the various regions in the Yongding River Basin from 1959 to 2020 at all of the selected
stations, and that this increasing trend was significant at each station.
At each station, the average autumn temperature shows an increasing trend. Of these, 48 stations had
considerable increases in the trend, which was characterized by abrupt changes. According to Sulikowska's
research, the pace of change during the last 40 years has been more than three times that of the entire study
period, indicating that the trend toward high temperatures is accelerating. Summer in Central and Eastern Europe
has changed the most during the past 40 years [40]. The autumn and winter rainfall is on a declining trend,
whereas summer rainfall is on the rising trend. According to the findings, there was a positive trend in the late
spring and summer due to an increase in minimum temperatures, and a negative trend in the autumn and winter
due to a decrease in maximum temperatures [41].
All sites displayed an increasing trend for the average spring and winter temperature, which was significant at
49 stations. Some eastern regions experienced notable changes in precipitation patterns during the spring. There
were noticeable changes in precipitation patterns during the spring in several eastern locations. All areas of the
Yongding River Basin experienced less precipitation during the summer. Precipitation increased in parts of all
regions of the river basin in autumn, but the change was not significant. The east and west regions of the
Yongding River Basin showed significant differences in winter precipitation.
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Correlation Analysis between mean temperature and precipitation
In Yongding River Basin 46 stations, (i.e., 86.8% of all the selected stations) showed negative correlations
between annual mean temperature and annual precipitation, with almost all of these stations showing weak and
low negative correlations. In the Yongding River Basin, 46 stations (or 86.8% of the stations chosen) displayed
negative correlations between annual mean temperature and yearly precipitation. Nearly all of these stations
displayed weak and low negative correlations.
In the Yongding River Basin, average temperatures and precipitation were typically found to be negatively
correlated, but the values varied greatly by season. The arid region experiences the strongest link between
temperature and precipitation. The ecological security of the arid zone is threatened by the dry zone's fragile
state, changes in precipitation quantity, and aggravated by temperature variations. The relationship in the semi-
humid zone may be more complex as a result of the monsoon's influence on the overall amount of precipitation
and temperature. However, in the dry and semi-arid zones, temperature variations have a similar effect on
precipitation quality [42].
Climate jumps detection during 1959-2020
Summer precipitation accounted for 65.8% of annual precipitation, with a standard error being high in months
with high precipitation. August had the greatest trend (-1.13 mm month-1 a-1) followed by July (-0.71 mm
month-1 a-1). This measurement was supported by the cumulative precipitation anomaly, as both annual and
summer precipitation rates decreased. The rainfall pattern in Madagascar reflects the effects of global warming,
with annual rainfall rising as temperatures and elevations rise. However, irrespective of height, the yearly rainfall
increases if the annual temperature rises by more than 0.03 °C [43]. The trend toward drought and extreme heat
in Europe have been investigated, and it is mostly driven by the trend toward decreased total precipitation, with
the trend toward increased temperature having a minimal direct impact [44].
CONCLUSIONS
The Yongding River Basin's temperature and precipitation trends, as well as their significance, were investigated
in this study using the Mann-Kendall test. Spearman's correlation analysis was also performed to assess the
degree of association between these two climate parameters, and the moving t-test was employed to identify
climate leaps.
In summary, 100% of the stations under examination showed a significant upward trend, which was more
pronounced in the spring than in other seasons. The annual and seasonal mean temperature in the Yongding
River Basin has an upward tendency. However, the Yongding River Basin's eastern and western sections showed
high consistency with inter-annual and inter-seasonal variations, with a considerable increasing tendency, which
had an impact on the degree of temperature changes. Notwithstanding slightly similar results in other areas of
the Yongding River Basin, the general trend of rising temperatures was still discernible. Although there has been
an overall drop in annual precipitation in the Yongding River Basin, there have been certain regions where it has
increased. The stations with expanding trends were generally in the various regions of the Yongding River Basin,
with an increasing trend in total precipitation that changed in the spring and a more convoluted increasing trend
in total precipitation corresponding to different seasons. Whereas the variances in the overall amount of
precipitation declined during the winter and autumn seasons.
Spearman's correlation analysis was used to find the correlation between mean temperature and precipitation at
both the inter-annual and inter-seasonal scales. At both the inter-annual and inter-seasonal timeframes, the
connection between temperature and precipitation in the Yongding River Basin was unfavorable. Evidently, 46
stations displayed negative correlations between annual mean temperature and yearly mean precipitation, with
33 and 11 stations exhibiting flimsy and low negative correlations, respectively. Precipitation and annual mean
temperature did not generally correlate well. The variation of climate change was determined using the moving
t-test, with 84.9% (45 out of 53 metrological stations) and 90.6% (48 out of 53 stations) of the stations identifying
climatic leaps for the summer series and annual series, respectively. There was the same number of metrological
sites for both the annual and summer series where a single climate fluctuation was noted.
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ACKNOWLEDGEMENTS
We thank to all researchers of Faculty of Geoscience and Technology of Kim Chaek University of Technology,
who gave us useful assistance and support.
Compliance With Ethical Standards
Conflict of Interest
The authors have no competing interests to declare that are relevant to the content of this article.
Author Contributions
Hui Gwang Yun - Investigation, Writing-Original Draft (*e-mail address: yhg8439@star-co.net.kp)
Il Chol Kim - Project Administration, Conceptualization (kic2003718@star-co.net.kp)
Kwang Jin Rim - Software (rkj96819@star-co.net.kp)
Chol Ho Chae - Methodology (cch5738@star-co.net.kp)
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