In this study, Mann–Kendall (MK), Spearman's rho (SR), and innovative trend analysis with significance test (ITA-ST) are performed on about 53 years of meteorological parameters obtained from 23 meteorological stations located in the lower Tigris–Euphrates basin (LTEB), Türkiye. Finally, sequential Mann–Kendall (SMK) and Cusum tests are applied to detect any abrupt changes in annual time series. Results indicate that MK and SR demonstrate a significant trend in seven of the total annual precipitation series, and ITA-ST captures the existence of a significant trend in 21 of the 23 total annual precipitations. Three methods reveal that there is an increasing trend in both the annual mean temperature and the annual total evapotranspiration (EP). MK, SR, and ITA-ST capture a significant decreasing trend in the 10, 8, and 16 of the 23 annual mean relative humidity (RH) series, respectively. According to the findings, ITA-ST is more sensitive than the classical MK and SR methods. Cusum and SMK tests are detected the start of trend year 21.7 and 8.6% of annual total precipitation, 95.65 and 69.56% of annual mean temperature, 47.82 and 17.4% of total mean RH, and 95.65 and 69.56% of annual total EP time series, respectively. The Cusum test is found to be more sensitive than the SMK test.

  • The MK, SR, and ITA-ST tests were first used for the relative humidity.

  • Three different methodologies show that both the temperature and the evapotranspiration are on the rise.

  • The ITA-ST technique is more sensitive than conventional MK and SR techniques.

  • MK, SR, and ITA-ST display a significant decreasing trend in the annual mean relative humidity series.

Graphical Abstract

Graphical Abstract

The main driver of climate change is expected to be an increasing greenhouse gas concentration in the atmosphere (IPCC 2014). Due to global warming, climate change is on the rise and has a significant impact on today's socioeconomic development in addition to the effects of our ecological processes (Chang et al. 2019). The Intergovernmental Panel on Climate Change (IPCC 2018) asserts that the global and local hydrological cycles may be affected by the rise in average global surface temperature. The research community has focused its attention on how climate change is globally affecting hydroclimatic variables such as temperature, precipitation, relative humidity (RH), evaporation, discharge, and wind speed, which are stochastic and complex (Hırca et al. 2022). Although climate change has affected the entire world, its effects frequently differ from one region to the other (Masson-Delmotte et al. 2021; Sesana et al. 2021). Therefore, assessing the change in hydroclimatic variables is crucial for detecting climate change. Numerous studies have shown that climate change significantly affects natural ecosystems, society, and the economy by altering the hydrological cycle, which can result in a lack of water resources and an overabundance of floods and droughts (Chao & Feng 2018; Terzi et al. 2019; Esit et al. 2021; Yang et al. 2021).

One of the best methods for monitoring the effects of climate change on hydro-meteorological parameters is trend analysis (Almazroui & Şen 2020; Vishwakarma et al. 2022). Significant hydrological changes, such as decreasing or increasing trends and prolonged recurrence intervals for extreme events, are predicted to result from climate change (Eris et al. 2019; Yuce et al. 2019; Umar et al. 2022). While analyzing their trends can give valuable insight into water resources and meteorological sciences, the intrinsic characteristics of hydroclimatic variables require specific methods for trend analysis (Şen 2012; Dabanlı et al. 2016; Sa'adi et al. 2019). Numerous parametric and non-parametric methods are employed to analyze the trend. The foundation of parametric approaches is the presumption that the data follow a normal distribution. Because non-parametric approaches do not require the data to fit a normal distribution, they are typically preferred in trend analysis research (Akçay et al. 2022). Non-parametric methods include the Mann–Kendall (MK) test, Spearman's rho (SR) test, and Sen's trend slope test. Numerous studies indicate that the MK test is frequently employed in hydroclimatic variables such as precipitation (Vishwakarma et al. 2020a, 2020b; Mallick et al. 2021; Baig et al. 2022), temperature (Vishwakarma et al. 2020a, 2020b; Agbo et al. 2021; Duy et al. 2022), streamflow (Shahid et al. 2018), RH (Eymen & Köylü 2019), and evaporation (Malamos & Tegos 2022) throughout the globe. Table 1 summarizes previous studies on trend analysis.

Table 1

Previous studies for trend analysis

Trend Methods
Country/RegionData/Variable(s)Parametric/Non-parametric method(s)Graphical method(s)References
Canada Daily temperature and precipitation data Partial sums method and Bootstrap-based method  Clark et al. (2000)  
USA/Alaska Mean, maximum, and minimum temperature and precipitation data sets for the period 1949–1998 Linear trends using least squares regressions  Stafford et al. (2000)  
Japan Annual and monthly precipitation MK test  Yue & Hashino (2003)  
Türkiye The 31 years of monthly stream flows Sen's T, the SR, the MK, and the Seasonal Kendall  Kahya & Kalaycı (2004)  
Ethiopia Annual, June–September, and March–May rainfall and rainy days herein (defined as a day with rainfall greater than 1 mm) the period 1965–2002 MK test  Seleshi & Zanke (2004)  
Sri Lanka 100 years of rainfall records in 15 meteorology stations SR and MK  Jayawardene et al. (2005)  
Germany/Western Germany  Daily time series of precipitation and temperature were calculated at 611 precipitation and 232 temperature stations MK test  Hundecha & Bárdossy (2005)  
Türkiye Long-term annual mean and monthly total precipitation series MK and Sen's T-tests  Partal & Kahya (2006)  
Australia Monthly rainfall and SOI (southern oscillation index) data MK test  Chowdhury & Beecham (2010)  
Türkiye/six different locations Monthly pan evaporations MK test ITA Kisi (2015)  
China/Yangtze River Basin Annual and seasonal air temperature and rainfall during 1960–2015 Linear regression (LR) analysis, a MK test with Sen's slope estimator ITA Cui et al. (2017)  
India 35 years (1979–2013) temperature (maximum, Tmax and minimum, Tmin) and rainfall at annual and seasonal (pre-monsoon, monsoon, post-monsoon, and winter) Kendall rank correlation (KRC), Spearman rank order correlation (SROC), MK, four modified MK tests ITA Machiwal et al. (2019)  
Iran/North of Iran Streamflow, precipitation, and temperature over 44 years (1972–2015) MK test  Nikzad Tehrani et al. (2019)  
New Zealand/South Island Monthly dataset of 152 rain gages with more than 50 years of observation MK test  ITA Caloiero (2020)  
Vietnam The monthly total rainfall trends of 15 stations for the period 1979–2016 MK test Innovative Polygon Trend Analysis (IPTA) and ITA with significance test Şan et al. (2021)  
Türkiye/Eastern Black Sea Basin 56-year precipitation data collected at eight measuring stations MK test IPTA Hırca et al. (2022)  
Iran/North of Iran Daily precipitation Quantile regression method  Solaimani & Bararkhanpour Ahmadi (2022)  
India/three districts of Jharkhand The depth to groundwater level (DGWL) data from 24 wells over the three districts for 1996–2018 MK, Sen's slope, SR tests  ITA with significance test Swain et al. (2022
Pakistan/Hindukush–Karakoram–Himalaya (HKH) region The monthly streamflow data of 34 gauging stations  IPTA Ahmed et al. (2022
Trend Methods
Country/RegionData/Variable(s)Parametric/Non-parametric method(s)Graphical method(s)References
Canada Daily temperature and precipitation data Partial sums method and Bootstrap-based method  Clark et al. (2000)  
USA/Alaska Mean, maximum, and minimum temperature and precipitation data sets for the period 1949–1998 Linear trends using least squares regressions  Stafford et al. (2000)  
Japan Annual and monthly precipitation MK test  Yue & Hashino (2003)  
Türkiye The 31 years of monthly stream flows Sen's T, the SR, the MK, and the Seasonal Kendall  Kahya & Kalaycı (2004)  
Ethiopia Annual, June–September, and March–May rainfall and rainy days herein (defined as a day with rainfall greater than 1 mm) the period 1965–2002 MK test  Seleshi & Zanke (2004)  
Sri Lanka 100 years of rainfall records in 15 meteorology stations SR and MK  Jayawardene et al. (2005)  
Germany/Western Germany  Daily time series of precipitation and temperature were calculated at 611 precipitation and 232 temperature stations MK test  Hundecha & Bárdossy (2005)  
Türkiye Long-term annual mean and monthly total precipitation series MK and Sen's T-tests  Partal & Kahya (2006)  
Australia Monthly rainfall and SOI (southern oscillation index) data MK test  Chowdhury & Beecham (2010)  
Türkiye/six different locations Monthly pan evaporations MK test ITA Kisi (2015)  
China/Yangtze River Basin Annual and seasonal air temperature and rainfall during 1960–2015 Linear regression (LR) analysis, a MK test with Sen's slope estimator ITA Cui et al. (2017)  
India 35 years (1979–2013) temperature (maximum, Tmax and minimum, Tmin) and rainfall at annual and seasonal (pre-monsoon, monsoon, post-monsoon, and winter) Kendall rank correlation (KRC), Spearman rank order correlation (SROC), MK, four modified MK tests ITA Machiwal et al. (2019)  
Iran/North of Iran Streamflow, precipitation, and temperature over 44 years (1972–2015) MK test  Nikzad Tehrani et al. (2019)  
New Zealand/South Island Monthly dataset of 152 rain gages with more than 50 years of observation MK test  ITA Caloiero (2020)  
Vietnam The monthly total rainfall trends of 15 stations for the period 1979–2016 MK test Innovative Polygon Trend Analysis (IPTA) and ITA with significance test Şan et al. (2021)  
Türkiye/Eastern Black Sea Basin 56-year precipitation data collected at eight measuring stations MK test IPTA Hırca et al. (2022)  
Iran/North of Iran Daily precipitation Quantile regression method  Solaimani & Bararkhanpour Ahmadi (2022)  
India/three districts of Jharkhand The depth to groundwater level (DGWL) data from 24 wells over the three districts for 1996–2018 MK, Sen's slope, SR tests  ITA with significance test Swain et al. (2022
Pakistan/Hindukush–Karakoram–Himalaya (HKH) region The monthly streamflow data of 34 gauging stations  IPTA Ahmed et al. (2022

Although the MK test is frequently employed to identify trends, there are several issues with serial correlation in time series data. Trend-free pre-whitening Mann–Kendall (TFPW-MK) tests have been developed as a solution to this issue. This test offers more accurate results than the MK test, but it also relies dependent on sample size and data distribution (Yue et al. 2002). In order to address the problems with the MK test, innovative trend analysis (ITA) was developed by Şen (2012). ITA has gained popularity despite these limitations since it can identify hidden trends while utilizing other methods, taking trend analysis a step further (Girma et al. 2020; Wang et al. 2020). The major benefits of the ITA approach, in contrast to traditional trend methods like the MK and SR tests, do not include monotonous trends and do not include restrictions such as data length, independent structure of time series, and normality (Kisi 2015). Recently, researchers have employed the ITA method and have compared it with traditional trend analysis approaches. Alifujiang et al. (2021) compared ITA results with the MK trend test at a 95% confidence level at 13 hydrological stations in the Lake Issyk-Kul Basin, Central Asia. Results of the comparison showed that the ITA approach could successfully identify the trends captured by the MK trend test. Nguyen et al. (2022) analyzed sea surface height referenced against the WGS84 ellipsoid at the Hon Dau tidal gauge station. With strong growth trends of about 3.38 mm/year with the MK test and 3.08 mm/year with the ITA method for 1961–2020, MK and ITA demonstrated complete agreement among tests.

ITA allows data to be categorized into groups such as low, medium, and high and provides information about significant climatic occurrences such as floods and droughts. The internal trend of the time series is identified by dividing the data into low, medium, and high values (Şen 2012). However, the MK test only allows for the observation of monotonic trends, and categorization, as mentioned above is not possible to assess. Additionally, the MK test does not allow for the detection of different trends, whereas the ITA allows for the detection of increasing, decreasing, and no trend scenarios (Akçay et al. 2022). The innovative trend analysis with significance test (ITA-ST) presented by Şen (2017) uses numerical computations to determine the importance of the results obtained using the ITA suggested by Şen (2012). By using the linear trend slope approach, the essential statistical equations are supported, and the trend significance is evaluated.

Although numerous attempts have been made to analyze the trends in precipitation and temperature in Türkiye over the past few decades (Ay 2020; Sezen & Partal 2020; Esit 2022), no comprehensive research has been performed to evaluate the trends of RH and evapotranspiration (EP) comparing ITA with classical trend methods. Additionally, a few investigations are employed on a basin or regional scale. Odemis et al. (2010) investigated quantifying long-term changes in water quality and quantity of the Euphrates and Tigris rivers, Türkiye by the MK test. Sezen & Partal (2020) evaluated annual and seasonal precipitation trend analysis in the Euphrates–Tigris basin, Türkiye, using the ITA method. Gumus et al. (2022) analyzed streamflow trends in the Tigris basin using ITA and MK methods. Furthermore, there is no study to detect the approximate year of the beginning of the significant hydroclimatic variables for the lower Tigris–Euphrates basin. The aim of this paper evaluates the trend and magnitudes in annual hydroclimatic variables (precipitation, temperature, RH, and EP) of the 23 stations located in the LTEB. The uniqueness of the paper is the comparison recent of the ITA-ST with the classical MK and SR trend test approaches. Free R packages (open-source) and ArcGIS programs are employed for analysis. The study emphasizes the potential for extensive statistical analysis to provide a deep insight of hydroclimatic variables distribution patterns throughout time and space.

The Euphrates–Tigris basin, which covers the LTEB, is one of Türkiye's 25 basins. The Tigris–Euphrates sub-basin, which covers approximately 7% of Türkiye's surface area, has a precipitation area of 54,695.7 km2. It is bordered by the Euphrates sub-basin in the northwest and west of the Tigris sub-basin, the Lake Van Basin in the north, Syria and Iraq in the south, and Iran in the east. All or a part of the provinces of Diyarbakır, Batman, Siirt, Bitlis, Şırnak, Hakkari, Şanlıurfa, Elazığ, Bingöl, Van, Siirt, and Mardin are located in the basin. In terms of climatic conditions, it can be noted that the basin has a variety of climatic characteristics. By diminishing the cold winds coming from the Southeast Taurus Mountains in the basin's north, the effect of the Mediterranean climate seen in the southwest parts of the upper Tigris lower basin is quite moderate. In the summer months, especially in the Southeastern Anatolia Region, drought is severe. The annual average precipitation in the basin increases significantly from Southeast Anatolia to the north toward the Black Sea. Most of the precipitation falling in the Eastern Anatolia region in winter falls as snow (Gumus et al. 2022).

The GAP (Southeastern Anatolia Project) region, which is constituted of broad plains in the lower Euphrates and Tigris basins, contains 20% of Türkiye's 8.5 million ha of irrigable land. Twenty-eight percent (28%) of Türkiye's total water potential is controlled with the project's completion, irrigation of 1.7 million ha of agricultural land is accomplished, and 27 billion kWh of electricity per year with 7.485 MW of installed hydraulic power are produced (Alivi et al. 2021).

Monthly data from 23 meteorological stations located in the lower Tigris–Euphrates were used in the study (Figure 1). Hydroclimatic variables (precipitation, temperature, RH, and EP) were obtained from the General Directorate of Meteorology in Türkiye. The minimum and mean data lengths are 23 and 54 years, respectively. The arithmetic mean method is used to estimate the missing data in monthly time series. The observation period of the meteorological station and data are summarized in Table 2.
Table 2

Station and record period of meteorological time series

ProvinceStation codeAltitude (m)LatitudeLongitudePeriodRecord length (years)Parameters
Van 17172 1675 38.4693 43.3460 1963–2021 59 P + T + EP + RH 
Van 17880 2286 38.0435 44.0173 1963–2021 59 P + T + EP + RH 
Van 17852 1694 38.2963 43.1197 1982–2021 40 P + T + EP + RH 
Bitlis 17205 1665 38.5033 42.2808 1964–2021 58 P + T + EP + RH 
Bitlis 17810 1730 38.7487 42.4750 1964–2021 58 P + T + EP + RH 
Siirt 17210 895 37.9319 41.9354 1963–2021 59 P + T + EP + RH 
Şanlıurfa 17270 550 37.1608 38.7863 1963–2021 59 P + T + EP + RH 
Şanlıurfa 17912 801 37.7522 39.3291 1963–2021 59 P + T + EP + RH 
Şanlıurfa 17914 589 37.5806 38.9508 1967–2021 37 P + T + EP + RH 
Şanlıurfa 17944 622 37.3651 38.5134 1999–2021 23 P + T + EP + RH 
Şanlıurfa 17966 346 37.0281 37.9638 1964–2021 58 P + T + EP + RH 
Şanlıurfa 17968 360 36.8406 40.0307 1963–2021 59 P + T + EP + RH 
Şanlıurfa 17980 365 36.7276 38.9473 1965–2021 57 P + T + EP + RH 
Mardin 17275 1040 37.3103 40.7284 1963–2021 59 P + T + EP + RH 
Mardin 17948 488 37.0945 41.1863 1966–2021 55 P + T + EP + RH 
Batman 17282 610 37.8636 41.1562 1963–2021 59 P + T + EP + RH 
Hakkari 17285 1727 37.5745 43.7388 1963–2021 59 P + T + EP + RH 
Hakkari 17920 1877 37.5785 44.2862 1964–2021 55 P + T + EP + RH 
Şırnak 17287 1284 37.5202 42.4450 1970–2021 34 P + T + EP + RH 
Şırnak 17950 400 37.3326 42.2027 1963–2021 59 P + T + EP + RH 
Diyarbakır 17847 986 38.2670 39.7660 1963–2021 59 P + T + EP + RH 
Diyarbakır 17874 695 38.1371 39.4644 1972–2021 49 P + T + EP + RH 
Diyarbakır 17280 674 37.8973 40.2027 1963–2021 59 P + T + EP + RH 
ProvinceStation codeAltitude (m)LatitudeLongitudePeriodRecord length (years)Parameters
Van 17172 1675 38.4693 43.3460 1963–2021 59 P + T + EP + RH 
Van 17880 2286 38.0435 44.0173 1963–2021 59 P + T + EP + RH 
Van 17852 1694 38.2963 43.1197 1982–2021 40 P + T + EP + RH 
Bitlis 17205 1665 38.5033 42.2808 1964–2021 58 P + T + EP + RH 
Bitlis 17810 1730 38.7487 42.4750 1964–2021 58 P + T + EP + RH 
Siirt 17210 895 37.9319 41.9354 1963–2021 59 P + T + EP + RH 
Şanlıurfa 17270 550 37.1608 38.7863 1963–2021 59 P + T + EP + RH 
Şanlıurfa 17912 801 37.7522 39.3291 1963–2021 59 P + T + EP + RH 
Şanlıurfa 17914 589 37.5806 38.9508 1967–2021 37 P + T + EP + RH 
Şanlıurfa 17944 622 37.3651 38.5134 1999–2021 23 P + T + EP + RH 
Şanlıurfa 17966 346 37.0281 37.9638 1964–2021 58 P + T + EP + RH 
Şanlıurfa 17968 360 36.8406 40.0307 1963–2021 59 P + T + EP + RH 
Şanlıurfa 17980 365 36.7276 38.9473 1965–2021 57 P + T + EP + RH 
Mardin 17275 1040 37.3103 40.7284 1963–2021 59 P + T + EP + RH 
Mardin 17948 488 37.0945 41.1863 1966–2021 55 P + T + EP + RH 
Batman 17282 610 37.8636 41.1562 1963–2021 59 P + T + EP + RH 
Hakkari 17285 1727 37.5745 43.7388 1963–2021 59 P + T + EP + RH 
Hakkari 17920 1877 37.5785 44.2862 1964–2021 55 P + T + EP + RH 
Şırnak 17287 1284 37.5202 42.4450 1970–2021 34 P + T + EP + RH 
Şırnak 17950 400 37.3326 42.2027 1963–2021 59 P + T + EP + RH 
Diyarbakır 17847 986 38.2670 39.7660 1963–2021 59 P + T + EP + RH 
Diyarbakır 17874 695 38.1371 39.4644 1972–2021 49 P + T + EP + RH 
Diyarbakır 17280 674 37.8973 40.2027 1963–2021 59 P + T + EP + RH 

P, precipitation; T, temperature; EP, evapotranspiration; RH, relative humidity.

Figure 1

Selected meteorological stations of the LTEB.

Figure 1

Selected meteorological stations of the LTEB.

Close modal
The spatial distribution of annual precipitation, temperature, RH, and EP for the long period is depicted in Figure 2. Annual precipitation varies from 290 to 800 mm. The highest precipitation values are observed in the southeast region and central of the LTEB, while the precipitation is lower in the western region of the LTEB. The average mean temperature and annual total EP are higher in the western region and lower in the eastern parts of the LTEB. In addition, the average mean RH is observed to be higher in the northeast region and lower in the southern parts of the LTEB.
Figure 2

Spatial distribution of annual total precipitation (mm), annual mean temperature (°C), annual total evapotranspiration (mm), and annual mean relative humidity (%) in the LTEB.

Figure 2

Spatial distribution of annual total precipitation (mm), annual mean temperature (°C), annual total evapotranspiration (mm), and annual mean relative humidity (%) in the LTEB.

Close modal

In this paper, a comparison of traditional approaches (MK and SR tests) and an ITA is used to analyze the trend in the annual total precipitation, EP, and annual mean temperature and RH time series of the LTEB in Türkiye. Before applying MK, it is determined whether the data are inherently dependent. The time series where autocorrelation is found then performed the TFPW approach to remove the autocorrelation. Afterward, trend studies are carried out annually utilizing the MK, SR, and ITA methodologies. Finally, change-point detection tests, including the Cusum and sequential Mann–Kendall (SMK) tests are performed to determine the possible beginning year of a trend.

Serial correlation analysis

The capability of MK will be influenced by the series correlation structure in a dependent time series. More specifically, even in the absence of a trend in the series, the presence of a positive series correlation in the time series increases the chances of detecting a significant trend (Farris et al. 2021; Pang & Wang 2021). Therefore, before using the MK test, the serial correlation structure of the series should be examined. The calculation of the test statistics should be modified or a preliminary approach should be used to eliminate the effect of this correlation if there is a strong series correlation in a data series. In this research, the TFPW method is employed (Yue et al. 2002). The formula for calculating the first autocorrelation coefficient (ri) is as follows:
(1)
where n is the number of observations, k is the number of shifts, and 1 is taken, xi and x are the serial values and the mean of the series, respectively. . There is an internal dependency in the series that needs to be removed (95% confidence level).

ITA with significance test

Şen (2012) introduced the ITA approach to identify differences between the first and second halves of a time series. Equal numbers of data points must be included in each half, which is ordered in a specific sequence (either upward or downward). Data points from both halves are grouped into pairs and plotted on a Cartesian coordinate system with a diagonal (1:1) line drawn at 45°. The data values for the first and second halves of the plot are represented by the X-axis and Y-axis, respectively. The fundamental idea behind the approach is that if two ranked pairs from the first and second halves are identical, they should lie along a 1:1 line. As seen in Figure 3, it is determined that the time series exhibits an increasing trend if points are above the 1:1 (45°) line, a decreasing trend if they are below the line, and no trend if they remain on the line (Caloiero 2020; Serinaldi et al. 2020).
Figure 3

Graphical representation of ITA methodology.

Figure 3

Graphical representation of ITA methodology.

Close modal
The statistical significance test is introduced by Şen (2017). This technique computes the arithmetic averages of the hydro-meteorological time series after splitting them into two halves (y1 and y2). The trend slope (s) is calculated using the formula below:
(2)
(3)
(4)
(5)
(6)
In these equations, E(s) denotes the first-order moment of the slope, n is the length of the data, is the cross-correlation coefficient between two portions, is the trend slope variance, and is the trend slope standard deviation. The confidence interval for the trend slope is calculated as follows:
(7)
where is the value of z obtained from the standard normal distribution with a specific level of confidence. If the trend slope exceeds the upper (lower) confidence level, the trend is considered to be increasing (decreasing). If these conditions are not met, there is no statistically significant trend at a given confidence level. The level of confidence in this study is 95%.

Mann–Kendall test

This non-parametric test (Kendall 1975) is used all around the world to identify trends in meteorological and hydrological data. The test statistic S in this methodology is computed as
(8)
where n is the number of the data, xj and xk are the data points in years j and k (j > k), and ti is the length of the tied rank group.
(9)
(10)
(11)

A positive Z number shows an upward trend, while a negative value shows a downward trend. Critical test statistical values at the 90, 95, and 99% probability levels are 1.645, 1.96, and 2.57, respectively (Yuce & Esit 2021).

Sen's slope estimator

Sen (1968) developed the non-parametric Sen's slope test, which determines the slope of the trend in a data set. It is used for time series that are equivalent. The slope difference is calculated for each data point throughout time. The median of all slopes between data pairs within the same season can be used to forecast the trend's slope (Helsel & Hirsch 2002). All slope pairs are arranged from smallest to highest. If the estimated number of slopes (n) is odd, the median slope gives the slope S. The two median slopes are averaged if n is even. n is the data's length, T is the time, and Q is the data. Sen's estimator for n pairs of data predicts the slope.
(12)
(13)

Spearman's rho trend test

Like the MK test, SR test is non-parametric and used to identify the monotonic trend in the time series. The H0 hypothesis states that the data in the series are uniform, indicating that the series does not exhibit a trend. For the purpose of evaluating trends, the SR correlation coefficient (rs) and associated test statistic (Z) are defined as follows:
(14)
(15)

Rxi (rank statistic) is obtained by sorting the data, where n is the length of the time series. Negative z values show decreasing trends, while positive z values show increasing trends. At the 10% significance level, for z >± 1.645, the null hypothesis of no trend is rejected.

Cusum test and sequential Mann–Kendall test

A distribution-free CUSUM (trend change package in R) test is utilized to detect the abrupt change point in climatic records. The change point in the time series will be the point at which the cumulative sum reaches its maximum value. The significance of the change point is indicated if the highest value is equal to or greater than the critical value (Patakamuri & Das 2019).

The SMK test is evaluated using rank values. The magnitudes of yi (i = 1, 2, 3, …, n) are compared with yj (j = 1, 2, 3, …, i − 1) of the original values in the series (x1, x2, x3, …, xn). The cases when yi > yj are counted and designated by ni for each comparison. As a result, the statistic ti is calculated as follows:
(16)
The distribution of test statistics ti has a mean given by:
(17)
Variance is calculated as:
(18)
The following equation is performed to calculate the forward sequential values of the statistic (Sneyers 1990).
(19)

The backward sequential statistic, u′(ti), is calculated in the same way, but starting from the end of the series. Many scientists have used this approach to determine the starting point of trends (Rahman et al. 2017; Salehi et al. 2020; Alhathloul et al. 2021) rather than identifying the whole trend. In this study, the SMK method is applied to detect an abrupt change in the time series of hydro-meteorological data.

Serial correlation in meteorological variables

Table 3 shows the r1 values at lag-1 for the annual meteorological variables (precipitation, temperature, EP, and RH). The critical limits of r1 range from 0.2 to 0.4. Any value outside of this range demonstrates the presence of serial correlation in the series. Table 3 indicates that significant serial correlation at lag-1 is the annual total precipitation, annual mean temperature, annual mean RH, and annual total EP series of 4 (17.4%), 16 (69.5%), 21 (91.3%), and 17 (74%), respectively. However, negative serial correlations in the annual total precipitation are not significant. The intrinsic dependency in meteorological variables is removed in this study using the TFPW methodology. The new meteorological series, which is free of serial correlation, is then applied to the MK test.

Table 3

Serial correlation coefficient at lag-1 for meteorological variables

StationAnnual total precipitation (mm)Annual mean temperature (°C)Annual mean RH (%)Annual total EP (mm)Critical value (α = 0.05)
17172 0.149 0.568 0.714 0.580 0.255 
17205 0.339 0.434 0.759 0.472 0.257 
17210 0.111 0.427 0.488 0.476 0.255 
17270 −0.019 0.451 0.616 0.525 0.255 
17275 0.196 0.481 0.558 0.508 0.255 
17280 −0.071 0.213 0.453 0.192 0.255 
17282 0.103 0.233 0.385 0.256 0.255 
17285 0.239 0.480 0.540 0.495 0.255 
17287 0.158 0.427 0.322 0.359 0.336 
17810 0.392 0.470 0.619 0.432 0.257 
17847 0.127 0.418 0.646 0.496 0.255 
17852 0.253 0.253 0.723 0.015 0.310 
17874 0.093 0.363 0.732 0.328 0.280 
17880 0.264 0.398 0.526 0.352 0.255 
17912 0.014 0.232 0.572 0.250 0.255 
17914 0.020 0.242 0.390 0.112 0.322 
17920 0.354 0.425 0.776 0.311 0.264 
17944 0.074 0.122 0.316 0.023 0.409 
17948 0.131 0.418 0.803 0.482 0.264 
17950 0.189 0.459 0.515 0.532 0.255 
17966 −0.099 0.245 0.436 0.230 0.257 
17968 0.114 0.481 0.496 0.519 0.255 
17980 0.133 0.289 0.623 0.337 0.260 
StationAnnual total precipitation (mm)Annual mean temperature (°C)Annual mean RH (%)Annual total EP (mm)Critical value (α = 0.05)
17172 0.149 0.568 0.714 0.580 0.255 
17205 0.339 0.434 0.759 0.472 0.257 
17210 0.111 0.427 0.488 0.476 0.255 
17270 −0.019 0.451 0.616 0.525 0.255 
17275 0.196 0.481 0.558 0.508 0.255 
17280 −0.071 0.213 0.453 0.192 0.255 
17282 0.103 0.233 0.385 0.256 0.255 
17285 0.239 0.480 0.540 0.495 0.255 
17287 0.158 0.427 0.322 0.359 0.336 
17810 0.392 0.470 0.619 0.432 0.257 
17847 0.127 0.418 0.646 0.496 0.255 
17852 0.253 0.253 0.723 0.015 0.310 
17874 0.093 0.363 0.732 0.328 0.280 
17880 0.264 0.398 0.526 0.352 0.255 
17912 0.014 0.232 0.572 0.250 0.255 
17914 0.020 0.242 0.390 0.112 0.322 
17920 0.354 0.425 0.776 0.311 0.264 
17944 0.074 0.122 0.316 0.023 0.409 
17948 0.131 0.418 0.803 0.482 0.264 
17950 0.189 0.459 0.515 0.532 0.255 
17966 −0.099 0.245 0.436 0.230 0.257 
17968 0.114 0.481 0.496 0.519 0.255 
17980 0.133 0.289 0.623 0.337 0.260 

Bold values represent values above the critical level of r1.

MK and SR test results

The distribution of meteorological variables by MK and SR test results for the LTEB basin are presented in Figures 4 and 5, respectively. These tests, as is well known, are based on a monotonous holistic trend without any categorization. The test rejects the null hypothesis if the p-value is less than the significance level at 95%. The two tests show similarities according to the confidence interval. According to the figures, a decreasing trend is detected in the southern part of the basin considering both tests for annual total precipitation, while no significant trends are captured in other parts of the basin except in the northern part stations 17810 (Bitlis) and 17847 (Diyarbakır). In the annual mean temperature, significant increasing trends for both tests are observed except for station 17810 (Bitlis) among 23 stations across the LTEB basin. In addition, a higher increasing trend is detected in the eastern part and a lower increasing trend in the western part of the basin.
Figure 4

Spatial distribution of MK test results for meteorological variables: (a) precipitation; (b) temperature; (c) relative humidity; and (d) evapotranspiration.

Figure 4

Spatial distribution of MK test results for meteorological variables: (a) precipitation; (b) temperature; (c) relative humidity; and (d) evapotranspiration.

Close modal
Figure 5

Spatial distribution of SR test results for meteorological variables: (a) precipitation; (b) temperature; (c) relative humidity; and (d) evapotranspiration.

Figure 5

Spatial distribution of SR test results for meteorological variables: (a) precipitation; (b) temperature; (c) relative humidity; and (d) evapotranspiration.

Close modal

While a decreasing trend (12 stations, 52.1%) is observed at the annual mean RH series in the eastern and southern parts of the basin, no significant trends are captured in the western part considering both two tests. Furthermore, the highest z values are seen in stations 17880 (Van), 17920 (Hakkari), and 17948 (Mardin). In the annual total EP, all stations show an increasing trend across the LTEB basin except station 17852, which shows no significant trend. The highest spatial z-value distribution is observed in the eastern and southern parts of the basin.

Sen's slope test results

Spatial distributions of Sen's slope results for meteorological variables are presented in Figure 6. In the annual total precipitation, the magnitude of the highest negative trend slopes is observed at stations 17275 (Mardin) as −5.341 mm/year, 17948 (Mardin) as −3.998 mm/year, 17874 (Diyarbakır) as −4.039 mm/year, 17847 (Diyarbakır) as −3.044 mm/year, and 17810 (Bitlis) as −3.767 mm/year, while the highest positive slope, which is of no statistical significance, is detected at station 17287 (Şırnak) as 4.28 mm/year. In the annual mean temperature, the highest magnitude increasing trend is found at 0.342 °C/year at station 17880 (Van), while the lowest magnitude decreasing trend is observed at 0.013 °C/year at station 17280 (Diyarbakır).
Figure 6

Spatial distribution of Sen's slope result for meteorological variables: (a) precipitation; (b) temperature; (c) relative humidity; and (d) evapotranspiration.

Figure 6

Spatial distribution of Sen's slope result for meteorological variables: (a) precipitation; (b) temperature; (c) relative humidity; and (d) evapotranspiration.

Close modal

In the annual mean RH, the highest magnitude decreasing trend is found as −0.260 and −0.272%/year at stations 17920 (Hakkari) and 17948 (Mardin), respectively. In addition, the lowest magnitude decreasing trend is detected as −0.013%/year at station 17275 (Mardin). In the annual total EP, stations 17287 (Şırnak), 17950 (Şırnak), and 17944 (Şanlıurfa) reveal the highest magnitude increasing trend as 5.015, 4.54, and 5.66 mm/year, respectively. Furthermore, station 17280 (Diyarbakır), compared to other stations, shows the lowest magnitude increasing trend of 1.006 mm/year.

ITA with significance test results

Figure 7 displays the ITA-ST results at a 95% confidence level for all meteorological variables. The ITA-ST approach states that there is no trend if the slope value is between the lower and upper limits. Additionally, if the slope value is above the upper limit or below the lower limit, there is an increasing or decreasing trend, respectively. Every variable shows a statistically significant trend either upward or downward except in a few stations. Therefore, the ITA-ST technique is more capable of identifying hidden trends than the MK trend test. Figure 7 also provides the trend slope and the upper and lower limits of the data.
Figure 7

ITA with significance trend test results for all meteorological variables.

Figure 7

ITA with significance trend test results for all meteorological variables.

Close modal

In the annual total precipitation, there is no observed significant trend at stations 17920 (Hakkari) and 17880 (Van). The same station results are similar to both MK and SR test results. Trend slopes are detected to be higher than the upper limits, which means an increasing trend at stations 17944 (Şanlıurfa), 17914 (Şanlıurfa), 17852 (Van), 17172 (Van), and 17287 (Şırnak), while trend slopes are observed to be higher than lower limits in the remaining stations (significantly decreasing trend). In addition, the highest magnitude increasing trend is observed as 4.004 mm/year at station 17944 (Şanlıurfa), and the lowest magnitude decreasing trend is evaluated as −4.74, −4.52, and −4.05 mm/year at stations 17275 (Mardin), 17874 (Diyarbakır), and 17810 (Bitlis), respectively.

In the annual mean temperature, all stations across the basin demonstrate an increasing trend at a significant level. The highest magnitude increasing trend appears at station 17944 (Şanlıurfa) as 0.08 °C/year, whereas the lowest value is detected at station 17280 (Diyarbakır) as 0.0072 °C/year. According to the annual total EP, all stations display an increasing trend over the LTEB basin. Like the annual mean temperature, station 17944 (Şanlıurfa) observed the highest magnitude trend at 6.54 mm/year. Furthermore, the lowest magnitude decreasing trend is found at station 17852 as 0.195 mm/year. In the annual mean RH series, trend slopes are demonstrated to be higher than the upper limit at stations 17950 (Şırnak), 17912 (Şanlıurfa), 17270 (Şanlıurfa), 17874 (Diyarbakır), 17847 (Diyarbakır), and 17210 (Siirt). In the remaining stations except 17966 (Şanlıurfa), the trend slope is found to be higher than the lower limit. The higher magnitude decreasing trends are noted as −0.3227 and −0.3207 at stations 17852 (Van) and 17948 (Mardin), respectively.

Comparison of MK, SR, and ITA-ST test results

Table 4 shows the results of the MK, SR, and ITA-ST tests for each hydro-meteorological variable. There are significant differences between the traditional MK test, SR test, and ITA-ST test when the table is interpreted generally. The corresponding table shows that the findings obtained by MK and SR are completely parallel. According to the table, while MK and SR demonstrate a significant trend in 7 of the total annual precipitation series, ITA-ST captures the existence of a significant trend in 21 of the 23 total annual precipitations. ITA-ST captures the same trends as MK detects a significant trend in the months. However, in 14 annual total precipitation stations, MK fails to detect any trends, while ITA-ST identifies the existence of trends. The explanation for the difference in results between MK, SR classical trend methods, and the innovative method is that the innovative method is more sensitive in detecting trends.

Table 4
 
 

Three methods reveal that there is an increasing trend in both the annual mean temperature and the annual total EP except for one station across the basin. Stations 17810 and 17880 do not show any significant trend in the annual mean temperature and annual total EP, respectively. The most significant differences between the three methods are seen in the precipitation and humidity data. For example, MK, SR, and ITA-ST capture a significant decreasing trend in 10, 8, and 16 of the 23 annual mean RH series, respectively. Furthermore, while ITA-ST is detected to increase the trend of six stations of total annual mean RH, no significant trends are observed in both MK and SR tests.

Change-point detection results

Determining the start of trends is a criterion that is also essential to understanding trends. It's crucial to understand the start of the change to identify when the change can happen. SMK and Cusum tests are utilized as annual hydro-meteorological variables to find any abrupt changes. Figures 8 and 9 show SMK and Cusum test results for Van province at a 95% confidence level, respectively. Due to the limited page of the article, only the annual meteorological data of the Van province stations are graphically included. Abrupt changes for both SMK and Cusum tests are presented in Table 5 for all the LTEB basins. In this study, no changes are detected in the annual total precipitation in Van province using both tests, while two tests capture different change years at the remaining meteorological parameters. For example, according to two tests, station 17172 starts shifting the year for the annual mean temperature and annual total EP in 1994. However, SMK and Cusum tests fail to detect the same change year at the same station in the annual mean RH, which was captured in 1994 and 1984, respectively. Furthermore, the change year in the annual mean RH shows a similarity to 1992 at station 17880.
Table 5

Change point results of all meteorological variables

StationProvinceAnnual total precipitation (mm)
Annual mean temperature (°C)
Annual mean RH (%)
Annual total EP (mm)
CusumSMKCusumSMKCusumSMKCusumSMK
17172 Van NC NC 1994 1994 1984 1994 1994 1994 
17880 Van NC NC 1998 2005 1992 1992 1998 2005 
17852 Van NC NC 2012 1994 1998 NC NC NC 
17205 Bitlis NC NC 1998 2012 1994 2008 1994 2008 
17810 Bitlis 1994 NC 1994 NC 2005 2005 1996 NC 
17210 Siirt NC NC 1994 2005 NC NC 1994 2005 
17270 Şanlıurfa 1998 1998 1994 2005 NC NC 1998 2000 
17912 Şanlıurfa NC NC 1998 2010 2010 NC 1998 2010 
17914 Şanlıurfa NC NC 1992 NC NC NC 1887 NC 
17944 Şanlıurfa NC NC 2011 NC NC NC 2006 NC 
17966 Şanlıurfa NC NC 1994 NC NC NC 1994 NC 
17968 Şanlıurfa 1989 1989 1994 2015 1998 NC 1998 2015 
17980 Şanlıurfa NC NC 2008 2008 NC NC 2008 2008 
17275 Mardin 1989 NC 1998 2005 1998 NC 1998 1998 
17948 Mardin 1989 NC 1998 2005 1998 NC 1998 1998 
17282 Batman NC NC 1985 NC NC NC 1985 1973 
17285 Hakkari NC NC 1998 2005 1998 NC 1998 1998 
17920 Hakkari NC NC 1995 2005 1986 NC 1995 2005 
17287 Şırnak NC NC 1987 1987 NC NC 1980 1987 
17950 Şırnak NC NC 1995 1995 NC NC 1995 1995 
17847 Diyarbakır NC NC 1995 1995 NC NC 1995 1995 
17874 Diyarbakır NC NC 1997 NC NC NC 1997 NC 
17280 Diyarbakır NC NC NC NC NC NC 1998 NC 
StationProvinceAnnual total precipitation (mm)
Annual mean temperature (°C)
Annual mean RH (%)
Annual total EP (mm)
CusumSMKCusumSMKCusumSMKCusumSMK
17172 Van NC NC 1994 1994 1984 1994 1994 1994 
17880 Van NC NC 1998 2005 1992 1992 1998 2005 
17852 Van NC NC 2012 1994 1998 NC NC NC 
17205 Bitlis NC NC 1998 2012 1994 2008 1994 2008 
17810 Bitlis 1994 NC 1994 NC 2005 2005 1996 NC 
17210 Siirt NC NC 1994 2005 NC NC 1994 2005 
17270 Şanlıurfa 1998 1998 1994 2005 NC NC 1998 2000 
17912 Şanlıurfa NC NC 1998 2010 2010 NC 1998 2010 
17914 Şanlıurfa NC NC 1992 NC NC NC 1887 NC 
17944 Şanlıurfa NC NC 2011 NC NC NC 2006 NC 
17966 Şanlıurfa NC NC 1994 NC NC NC 1994 NC 
17968 Şanlıurfa 1989 1989 1994 2015 1998 NC 1998 2015 
17980 Şanlıurfa NC NC 2008 2008 NC NC 2008 2008 
17275 Mardin 1989 NC 1998 2005 1998 NC 1998 1998 
17948 Mardin 1989 NC 1998 2005 1998 NC 1998 1998 
17282 Batman NC NC 1985 NC NC NC 1985 1973 
17285 Hakkari NC NC 1998 2005 1998 NC 1998 1998 
17920 Hakkari NC NC 1995 2005 1986 NC 1995 2005 
17287 Şırnak NC NC 1987 1987 NC NC 1980 1987 
17950 Şırnak NC NC 1995 1995 NC NC 1995 1995 
17847 Diyarbakır NC NC 1995 1995 NC NC 1995 1995 
17874 Diyarbakır NC NC 1997 NC NC NC 1997 NC 
17280 Diyarbakır NC NC NC NC NC NC 1998 NC 

NC, no-change.

Figure 8

SMK test results for annual hydro-meteorological variables for Van province.

Figure 8

SMK test results for annual hydro-meteorological variables for Van province.

Close modal
Figure 9

Cusum test results for annual hydro-meteorological variables for Van province.

Figure 9

Cusum test results for annual hydro-meteorological variables for Van province.

Close modal

According to the results presented in Table 5, there is no change in year captured in the annual total precipitation except for stations 17810 (Bitlis), 17270 (Şanlıurfa), 17968 (Şanlıurfa), 17275 (Mardin), and 17948 (Mardin). Change years are detected the same year in 1998 and 1989 by two tests for stations 17270 (Şanlıurfa) and 17968 (Şanlıurfa), whereas the beginning of trend years are observed by the Cusum test as the year 1989 for stations 17275 (Mardin) and 17948 (Mardin) and the year 1994 for station 17810 (Bitlis). In the annual mean temperature, two tests capture the same year at stations 17980 (Şanlıurfa), 17287 (Şırnak), 17950 (Şırnak), and 17847 (Diyarbakır) which start in the years 2008, 1987, 1995, and 1995, respectively. In addition, no change point detection is observed at station 17280. In the remaining station, two tests capture different change years. In the annual mean RH, stations 17880 (Van) and 17810 (Bitlis) start to change in the same direction considering two tests in 1992 and 2005, respectively. In general, change point years are not significantly detected at most stations. In the annual total EP, while the Cusum test captures changes in increasing trend direction at 22 of the 23 stations, SMK indicates to detect significantly at 16 of the 23 stations. In addition, both tests were performed to identify the same trend increasing change direction at stations 17112 (Van), 17980 (Şanlıurfa), 17275 (Mardin), 17948 (Mardin), 17285 (Hakkari), 17950 (Şırnak), and 17847 (Diyarbakır) as 1994, 2008, 1998, 1998, 1998, 1995, and 1995, respectively.

As it can be seen from Table 5, while the Cusum test can detect a break at the beginning of the time series, the SMK catches the break toward the end of the time series. Furthermore, the Cusum test is performed as more sensitive than the SMK test. For instance, Cusum and SMK are detected in the start of trend year 21.7 and 8.6% of the annual total precipitation time series, 95.65 and 69.56% of the annual mean temperature time series, 47.82 and 17.4% of the total mean RH, and 95.65 and 69.56% of the annual total EP time series.

This study examines annual meteorological variables including annual total precipitation, annual mean temperature, annual mean RH, and annual total EP over the LTEB basin using traditional non-parametric techniques (MK and SR) and the ITA-ST to identify long-term trends. LTEB is one of the important water basins of the Middle East, especially in Türkiye, Iraq, and Syria. Before applying the MK test, serial correlation is investigated in annual meteorological variables. The TFPW methodology is used in this study to remove the intrinsic dependence on meteorological variables. The MK test is then performed using the new meteorological series, which eliminates serial correlation.

MK and SR tests indicate similarities in terms of the confidence interval. According to two test results, the annual total precipitation shows a decreasing trend in the southern part of the basin when taking into account both tests, while no other significant trends are seen in the other parts of the basin, except the northern part stations 17810 (Bitlis) and 17847 (Diyarbakır). Among the 23 stations located throughout the LTEB basin, there are substantial increasing trends in the annual mean temperature for both tests except for station 17810 (Bitlis). Furthermore, a higher increasing trend is seen in the eastern part of the basin and a lower increasing trend in the western part. While the annual mean RH series in the eastern and southern parts of the basin show a decreasing trend (12 stations, 52.1%), no significant trends are seen in the western part. All stations in the LTEB basin exhibit an increasing trend in the annual total EP except station 17852. According to ITA-ST results, increasing trends are detected at stations 17944 (Şanlıurfa), 17914 (Şanlıurfa), 17852 (Van), 17172 (Van), and 17287 (Şırnak), while a decreasing trend is observed in the remaining stations, except for 17920 (Hakkari) and 17880 (Van), which showed no significant trend. In the annual mean temperature and annual total evaporation series, all stations across the basin demonstrate an increasing trend at a significant level except station 17810 (Bitlis) for the annual mean temperature and station 17852 (Van) for the annual total EP. In the annual mean RH series, an increasing trend is demonstrated at stations 17950 (Şırnak), 17912 (Şanlıurfa), 17270 (Şanlıurfa), 17874 (Diyarbakır), 17847 (Diyarbakır), and 17210 (Siirt). A decreasing trend is found in the remaining stations except 17966 (Şanlıurfa).

Based on the above results, the explanation for the difference in results between MK, SR classical trend methods, and the ITA-ST innovative method is that the innovative method is more sensitive to detecting trends (Tosunoglu & Kisi 2017; Ali et al. 2020; Ashraf et al. 2021; Hırca et al. 2022). The result obtained by MK and SR is entirely consistent. ITA-ST captures the existence of a significant trend in 21 of the 23 total annual precipitations, but MK and SR only show a trend of relevance in seven of the total annual precipitation series. The same trends that MK notices in the months are also captured by ITA-ST. However, in 14 annual total precipitation stations, MK is unable to identify any trends, although ITA-ST captures. Both the annual mean temperature and the annual total EP have an increasing trend, according to three tests. The most significant differences between the three methods are detected in the precipitation and humidity data. For instance, MK, SR, and ITA-ST capture a significant decreasing trend in 10, 8, and 16 of the 23 annual mean RH series, respectively. In addition, while ITA-ST is detected to increase the trend at six stations of the total annual mean RH, no significant trends are observed in both MK and SR tests. Mallick et al. (2021) analyzed the trend of precipitation in the Asir region of Saudi Arabia using the ITA, MK, and modified MK (MMK) tests. The MMK test appeared to be the best-performing approach within the MK test family, while ITA appeared to be the best trend detection technique among the techniques based on the results of the tests and their performance. Hajani et al. (2022) investigated the trends in the rainfall data over the Kurdistan region, Iraq using ITA and MK tests. Most of the stations have reported an increasing trend in annual rainfall, with just four stations indicating statistically significant trends. The results of this study are in agreement with previous studies in nearby regions.

Annual hydro-meteorological variables are used to detect any abrupt changes using the SMK and Cusum tests. While the Cusum test can capture a break at the beginning of the time series, the SMK detects the break toward the end of the time series. In addition, the Cusum test is revealed as more sensitive than the SMK test. For example, Cusum and SMK are detected in the start of trend year 21.7 and 8.6% of the annual total precipitation time series, 95.65 and 69.56% of the annual mean temperature time series, 47.82 and 17.4% of the total mean RH, and 95.65 and 69.56% of the annual total EP time series. According to annual precipitation results, there is no change year recorded in the annual total precipitation (Mardin) except for stations 17810 (Bitlis), 17270 (Şanlıurfa), 17968 (Şanlıurfa), 17275 (Mardin), and 17948 (Mardin). While the beginning of trend years is identified by the Cusum test as the year 1989 for stations 17275 (Mardin) and 17948 (Mardin) and the year 1994 for station 17810, change years are found in 1998 and 1989 by two tests for stations 17270 (Şanlıurfa) and 17968 (Şanlıurfa) (Bitlis). In the annual mean temperature, two tests perform the same year at stations 17980 (Şanlıurfa), 17287 (Şırnak), 17950 (Şırnak), and 17847 (Diyarbakır) which start in the years 2008, 1987, 1995, and 1995, respectively. While the Cusum test captures a change in the direction of the annual total EP at 22 of the 23 stations, SMK indicates to detect considerably at 16 of the 23 stations.

The ITA-ST approach is easy, simple to comprehend, and more sensitive in identifying trends than the classic MK and SR methods. The study thoroughly examined the changes in rainfall, temperature, RH, and EP trends throughout the LTEB between 1963 and 2021, which will assist in understanding regional climatology and hydrology as well as their effects on industries based on water resources. Furthermore, other parameters (wind speed, groundwater levels, sunshine, etc.) should be examined for more precise results. In addition, the trends of the data on a monthly and seasonal basis need to be investigated separately.

The authors acknowledge State Water Works (DSI), General Directorate of Meteorology (MGM) for providing meteorological data.

M.E.: data gathering, hydro-meteorological data trend analysis, interpretation of the findings, manuscript writing, and submission. R.Ç.: supervision and editing. E.A.: material preparation, data collection, and analysis.

All relevant data are included in the paper or its Supplementary Information.

The authors declare there is no conflict.

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