Water is one of the most essential elements for human life and must be provided for life requirements. Historical changes in meteorological data are vital for the planning and operation of water management. A total of 516-time series were used to evaluate the characteristics of drought in Elazig in Turkey. In this study, meteorological drought analysis was carried out in monthly and annual periods by using the Standardized Precipitation Evapotranspiration Index (SPEI), Standardized Precipitation Index (SPI, Innovative Polygon Trend Analysis (IPTA), and China-Z Index (CZI) drought indices. As a result, it was determined that there was an increase in dry periods for all time scales for eight meteorological stations, especially in 2000 and after. A downward trend was detected in precipitation data, while an upward trend was detected in temperature and evaporation data based on a 95% confidence interval. Although normal drought has the highest share among drought categories, very severe drought has the lowest share. it is determined that SPI gives more sensitive results in the very severe drought category than the SPEI index. As a result, the region's trend of rain and temperature will assist water management for resource planning.

  • Standardized precipitation evapotranspiration index, standardized precipitation index, innovative polygon trend analysis, and China-Z Index drought indices were used for Elazıg in Turkey.

  • Precipitation intensity-duration-frequency (IDF) curves for return intervals of 2, 5, 10, 25, 50, and 100 years were obtained using precipitation data. Sen's slope, Mann–Kendall, and run test were used for data analysis.

Water is one of the most critical elements for all living creatures to survive and is essential for their life needs. The water needs for living things are met from surface and groundwater resources. To allocate water resources, it is necessary to determine the efficiency of water resources. Historical changes in river flow are vital for water management and water resources planning. The concept of drought is one of the biggest issues related to water availability under climate change. Therefore, hydrometeorological measurement is crucial in the development and planning of the region to assess the drought. Changes in hydrometeorological parameters (precipitation, temperature, streamflow, evaporation, etc.) affect the region's climate change.

Drought is considered a major natural hazard that humanity has encountered since ancient times. Yet, it affects more people than any other hazard and has the most complex structure of all natural hazards (Ashraf et al. 2021; Wilhite 2021). Unlike other extreme events (cyclones, hurricanes, floods, etc.), drought evolves in a slow and steady progression, and its onset and end are not easy to determine (WMO 2023). Droughts are notably more common and severe in arid and semi-arid regions and can last weeks, months, years, decades, or centuries. The frequency and intensity of drought events are on the rise and significantly affect the global climate's continued warming, human survival, and the sustainable development of society (Thomas & Prasannakumar 2016). Wilhite & Glantz (1985) stated that drought generally forms when a region does not get enough rainfall for an extended period, leading to water scarcity. In a zone of persistent severe drought, the factors and physical mechanisms affecting drought are highly complex, mainly due to: first, the underdevelopment of water conservation projects and the inadequate resilience to disasters; second, the ecological excessive cutting of forest resources, resulting in severe soil erosion and destruction of vegetation, which alters the natural order of the water cycle system, in particular the scale, timing, and frequency of the water cycle; third, abnormal atmospheric circulation leading to irregular precipitation (Min et al. 2011). Drought is also caused by water scarcity, high water use, and unplanned use of water resources (Zou et al. 2023). Earlier studies have demonstrated that drought is primarily the result of insufficient rainfall and too extreme an increase in temperature (Liu et al. 2021). Thus, drought characteristics in a specific region and time scale can be assessed based on precipitation and temperature, and relevant measures can be adopted to minimize the frequency and intensity of drought (Wang et al. 2015). Drought generally relates to a persistent below-average water deficit that can last for a season or longer (Dai 2011; Aghakouchak & Nakhjiri 2012; Constas et al. 2014). For example, researchers such as Aghakouchak & Nakhjiri (2012) and Wilhite & Glantz (1985) have categorized drought into hydrological, meteorological, socioeconomic, and agricultural according to causal factors. They noted that rainfall deficiencies commonly cause drought types. Among them, the main factors causing an increased probability of meteorological drought are hydrological and agricultural droughts (Zhan et al. 2016; WMO 2023).

Meteorological drought lasts for a short period, followed by drought-induced disasters due to inadequate precipitation. However, severe meteorological drought is a situation where the yearly precipitation is below 25% of the normal precipitation for that region (Pal et al. 2000). Since drought is a serious climatic event, it is important for drought analysis to study the impact of climate change on climatological quantities such as precipitation, temperature, evapotranspiration, and its reflections on drought. For this purpose, when looking at the literature, trends in climatological quantities can be detected by a number of parametric (F-test, T-test, linear regression) and non-parametric (Sen's Slope Test, Mann–Kendall, Standard Homogeneity Test) methods (Gumus et al. 2021; Mersin et al. 2022a, 2022b). Since drought is a recurring climatic event, its consequences come out in major impact to agricultural manufacturing, causing reduction of energy production, water supply, mass migration, and loss of life (Masih et al. 2014). Researchers such as Degefu & Bewket (2014) and Sheffield & Wood (2008) have shown in different ways that the causes of drought and its effects on the environment, which are spatially or temporally dependent, are determined by their characteristics such as frequency, magnitude, and intensity. In recent years, drought studies have been common (Chen et al. 2009; Dogan et al. 2012; Malik et al. 2021; Moghimi & Zarei 2021; Tayfur 2021; Yuce & Esit 2021). In addition, studies have been conducted to compare different methods and indexes for drought assessment. Several drought-related indices have been proposed to correctly recognize and assess drought events (magnitude, severity, duration, etc.). The standard precipitation index (SPI) has been commonly used in various climatic zones to describe and compare (McKee et al. 1993; Mersin et al. 2022a). However, numerous studies have agreed on the increasing global temperature, which causes the increase in water demand due to evapotranspiration (Heim 2017). Therefore, SPEI was improved by considering precipitation and potential evapotranspiration (PET) (Vicente-Serrano et al. 2010; Liu et al. 2021). Numerous methods are used to analyze trends in drought assessment. For example, Şen (2012) proposed the innovative trend analysis (ITA). A lot of studies were conducted using different methods for different regions (Kahya & Kalayci 2004; Gocic & Trajkovic 2013; Wu & Qian 2017; Gedefaw et al. 2018; Gumus 2019; Danandeh Mehr & Vaheddoost 2020; Gumus et al. 2021; Tayfur 2021; Avsaroglu & Gumus 2022). An innovative trend significance test (ITST) was developed by Şen (2017) to obtain a trend at a certain significance level. Moreover, Sen et al. (2019) proposed the innovative polygon trend analysis (IPTA) to obtain the variations in successive periods in the time series. IPTA method is a new trend analysis method. There are limited studies on this method (Sen et al. 2019; Achite et al. 2021; Şan et al. 2021; Gumus et al. 2022; Hırca et al. 2022). Jain et al. (2015) conducted a comparison of effective drought index (EDI), SPI, Chinese Z index (CZI), rainfall decile based on drought index (RDDI), statistical Z-score, and rainfall deviation (RD) for their applicability in drought-prone regions of the Ken River Basin in India. They stated that drought indices have a high correlation at the same time steps and can be utilized as alternatives.

Frequency analysis is a widespread tool in the analysis of hydrometeorological data, in particular floods and droughts. It is inadequate to use the frequency of drought phenomena alone unless it is numerically associated with duration, intensity, or intensity in the form of intensity–duration–frequency (IDF) curves from which can be deduced any drought of a certain duration, intensity, and return period (Dalezios et al. 2000; Rahmat et al. 2015). Gupta et al. (2020) developed severity–duration–frequency (SDF) curves based on SPEI that indicate an increase in severity with increasing drought duration. The selected drought indices are vital due to climate variability from one region to another. Eris et al. (2020) utilized several indices to examine the spatial-temporal analysis of meteorological drought over the Küçük Menderes Basin in the Aegean Region of Turkey. Dabanlı et al. (2017) analyzed long-term spatial-temporal drought variability in Turkey using SPI data. Danandeh Mehr et al. (2020) evaluated the impacts of climate change on meteorological drought using SPI and SPEI. There are many small- and large-scale studies on Turkey (Cavus & Aksoy 2019; Gumus et al. 2021; Yuce & Esit 2021; Katipoğlu et al. 2022; Seker & Gumus 2022; Sarıgöl & Katipoğlu 2023). Elazig is one of the crucial provinces in the Eastern Anatolia region, which is rich in the presence of water resources, natural beauties, and biodiversity. The presence of dam lakes around Elazig and the richness of its water resources require sustainable use of water resources as well as accurate prediction of disasters caused by climatic events and taking precautions in advance. In this study, a detailed drought analysis of Elazig located in the Euphrates basin is carried out by using monthly precipitation, temperature and evaporation data, SPI, SPEI, and CZI indices recorded between 1980 and 2022 from the meteorological stations of Agin, Baskil, Elazig, Maden, Keban, Karakocan, Palu, and Sivrice stations in Elazig, considering monthly and annual time scales. To analyze the effects of climate change, parametric (linear trend) and non-parametric (Sen's slope, Mann–Kendall, and Run tests) tests were applied for precipitation, temperature, and evaporation data. Moreover, precipitation IDF curves for the return intervals of 2, 5, 10, 25, 50, and 100 years were obtained using precipitation data for log-normal distribution.

This study aims: (1) to obtain SPI, SPEI and CZI drought indices at different time scales (1- and 12-month scales), (2) to compare the performances of SPI, SPEI, and CZI, (3) to obtain IDF, (4) to apply IPTA for the trend analysis.

Elazig province is located in the southwest of the Eastern Anatolia Region, in the Upper Euphrates Region. With an area of 9,153 km2, it constitutes 0.12% of Turkey's territory. Situated between 40 0 21′ and 380 30′ east longitudes and 38 0 17′ and 39 0 11′ north latitudes, the region is surrounded by Bingol to the east, Tunceli to the north (via Keban Dam Lake), Malatya to the west and southwest (via Karakaya Dam Lake) and Diyarbakir to the south.

Located in the southwest of the Eastern Anatolia Region, Elazig has a very different and characteristic climate from the other parts. The province's geographical location and morphological features have been the biggest factor in the emergence of this favorable situation. The province's terrestrial climate is dominant; winters are cold and rainy, and summers are hot and dry. However, the dam lakes created around the region show partial deviations in the climate. The study area is demonstrated in Figure 1.
Figure 1

Study area.

The study was evaluated based on the following sections. Data analysis, run test, linear trend analysis, Mann–Kendall test, rainfall IDF, Sen's slope method, and drought indices (IPTA, SPI, SPEI, and CZI) are given in 3.1, 3.2, 3.3, 3.4, 3.5, 3.6, and 3.7 sections, respectively.

Data analysis

Meteorological data were obtained from the General Directorate of Meteorology (MGM) as daily data, which were converted into monthly data. Encountering data irregularities in meteorological data is common. Therefore, several methods are usually used to obtain missing data. Almost all stations in Elazig province have complete meteorological data (temperature, precipitation). However, the homogeneity method was used to complete the missing data in some stations. In the study, station numbers were determined as eight. Station names, altitude, latitude (°) and longitude (°) are shown in Table 1. Some meteorological stations' data periods range from 1955 to 2022. However, to determine the trends, the years between 1980 and 2022 were selected by utilizing the common year's scale measured at all stations.

Table 1

Meteorological monitoring station

Station namesLatitudeLongitudeAltitude
Elazig 38°64′43″ 39°25′61″ 989 
Agin 38°94′13″ 38°71′82″ 900 
Karakocan 38°94′25″ 40°04′28″ 1090 
Keban 38°79′33″ 38°74′92″ 823 
Palu 38°69′07″ 39°92′60″ 869 
Baskil 38°57′25″ 38°83′52″ 1300 
Sivrice 38°45′07″ 39°31′01″ 1240 
Maden 38°39′24″ 39°67′57″ 1047 
Station namesLatitudeLongitudeAltitude
Elazig 38°64′43″ 39°25′61″ 989 
Agin 38°94′13″ 38°71′82″ 900 
Karakocan 38°94′25″ 40°04′28″ 1090 
Keban 38°79′33″ 38°74′92″ 823 
Palu 38°69′07″ 39°92′60″ 869 
Baskil 38°57′25″ 38°83′52″ 1300 
Sivrice 38°45′07″ 39°31′01″ 1240 
Maden 38°39′24″ 39°67′57″ 1047 

Run test

The temporal randomness of the time series is determined by the Run test. Random behavior is known to be troublesome due to the difficulty of assessing the event. The test is a statistical technique that investigates the randomness of a data set within a given distribution and determines whether a random process deduces it. The method was developed by Yevjevich (1967) and is called the running theory or threshold level method. The method can be used for daily, monthly, and annual data. As such, it is critical to determine whether an experiment's result is really random, particularly where random and serial data are of interest for further theorizing and analyses.

The following equations are used to analyze the run test.
(1)
(2)
(3)
where Sd denotes standard deviation, Ha denotes values falling below average, E is the expected number of runs; Hb is the value above the average, H is the total number of the data; R is the run number, V is the variance, and Z is the score of the test. To determine whether the data are randomized at 95% confidence interval, the Z-score should be in the range −1.96 ≤ Z ≤ +1.96. If the Z-score is not within this range, it means that the data are not random.

Linear trend analysis

The trend is the variation in the values of a random variable over time in an upward or downward direction (Mersin et al. 2022b). The trend can be computed as in the following equation.
(4)
in which x and y are output and input, and a and b are the coefficients and intercept of variable x, respectively.

Mann–Kendall test

The tendency of a specific time series can be determined using the Mann–Kendall test (Mann 1945). It is applied to identify statistically whether the variable of interest with an increasing or decreasing temporal tendency in the study. A steady increase in ability with time is characterized as an increasing tendency. On the contrary, the variable steadily decreases with time, called decreasing tendency. Consequently, there is a slope if Ha hypothesis is accepted in contrast to H0 hypothesis, implying no slope. It can be computed as in the following equation (Mersin et al. 2022b):
(5)
(6)
where xi and xj are the data magnitudes at time i and j, respectively. n is the data length. Consequently, a steadily increasing tendency is represented for S > 0, while a decreasing tendency is represented for S < 0.
(7)
where p is the number of groups, ti is the data number at pth group. The Z-value can be computed as in the following equation:
(8)

Then, a two-sided confidence interval checks the estimated quantity Z against the standard normal distribution table. Thus, if |Z| > Z1−α⁄2, Ho is rejected, Ha is accepted, and there is a valuable trend. However, if the condition |Z| > Z1−α⁄2 is not met, Ho is accepted, and Ha is rejected, i.e., no statistical trend exists. In this study, it is significant that a significance level of 5% is used for the analysis since Z1−α⁄2 = 1.96.

Rainfall intensity–duration–frequency

The IDF curve shows a calculation of the intensity of precipitation as a mathematical function of its duration and frequency. Precipitation IDF curves have an active role in hydrology and water management. The IDF curves are representations of the graphical probability of a certain average precipitation intensity occurring at a specific time. IDF curves can have different mathematical expressions that are empirically or theoretically fitted to the precipitation data observed. The first IDF curve was derived as early as 1932. Since then, various IDF relationships have been configured for a large number of regions worldwide. Precipitation assessment is often performed using IDF curves for various plans concerning water resources. IDF curves are commonly utilized tools in different engineering projects in water management, design, planning, and operation of water resources projects or against floods (Nhat et al. 2006). They are commonly used in water resources engineering, especially for the simultaneous characterization of design storm events of various magnitude, duration, and return periods. Statistical analyses of historical precipitation phenomena (intensity, duration and return period) are utilized to design flood protection structures and numerous other civil engineering structures containing hydrological flows (Prodanovic & Simonovic 2007; McCuen 2016).

IDF curves are implemented in hydrology to express synthetically the return period T and duration d of a precipitation phenomenon and the maximum precipitation height h and maximum precipitation intensity i for a particular location. In a hydrological study, it is common to calculate IDF parameters for return periods of 2, 5, 10, 25, 50, and 100 years (Wagesho & Claire 2016). In this study, IDF curves were calculated for past and future periods under the same return periods. The probability distribution functions used in frequency analysis for Log-Normal are expressed in the following equations.
(9)
(10)
is the shape is the scale parameter, location , and ϕ Laplace integration.

Precipitation IDF curves are selected for eight meteorological stations in Elazig. The curves are station-specific and cannot be valid for a different station or a different hydrological basin. A methodology is needed to derive an intensity-SDF curve that can be used as a key curve for a region or hydrological basin. Thus, a regional drought IDF curve would be useful especially for unmeasured points with missing data.

Sen's slope method

Sen (1968) introduced a non-parametric test for detecting the slope of a trend. When the data time series has a linear trend, this method is applicable to compute the variation of the unit time (Yu et al. 1993). The median of all slopes between all pairs of data in the same series is considered the slope of the trend. The method's detail was given by Sen (1968).

Drought indices

The drought indices are typically calculated numerical representations of drought severity that are considered using climatic or hydrometeorological inputs. These indices are assessed for a specific time to quantify the characteristic state of drought in different locations.

Standardized precipitation index

The SPI values are mainly depended on the distribution fitted to the time series of rainfall, as SPI changes with the application of different types of statistical distributions. As SPI can be calculated for 1 month, it also calculated for 3, 6, 9, 12, etc., month SPI values. A longer SPI (i.e., 18-, 24-, and 48-month SPIs) is utilized to assess climate, groundwater stage, and the water resources in the region (WMO 2023). The gamma distribution was applied to precipitation data as in the following equations (Yacoub & Tayfur 2017):
(11)
(12)
(13)
(14)
where n is the number of observations, is the scale parameter, is the shape parameter, T is the gamma function by integration, P is the precipitation amount.

Standardized precipitation evapotranspiration index

SPEI is a drought index related to meteorological drought that considers temperature and precipitation variability to evaluate drought in a region. The first step in calculating the SPEI is to obtain the monthly PET. Usually, when more data are available, a complete accounting of drought variability is possible by calculating PET with a more complex method. Then, the equation of water balance is applied to calculate the monthly deficit (Di) as follows.
(15)
where Pi is the total rainfall at ith month.
At last, the fitted explicit values are normalized and fitted to a log-logistic distribution function. The SPEI values for the ith month are the normalized values of the probability (p) of a given Di value being exceeded and are computed by Equation (17) (Danandeh Mehr & Vaheddoost 2020), while Table 2 defines the drought classification for SPEI.
(16)
(17)
Table 2

Drought classification of CZI, SPI and SPEI indices Barua et al. (2011) and Morid et al. (2006) 

ConditionCZI, SPI, and SPEI
Extremely wet  
Very wet  
Moderately wet  
Near normal  
Moderately dry  
Severely dry  
Extremely dry  
ConditionCZI, SPI, and SPEI
Extremely wet  
Very wet  
Moderately wet  
Near normal  
Moderately dry  
Severely dry  
Extremely dry  

In which p is the exceeding probability of computed values of Di.

Innovative polygon trend analysis

The innovative polygon trend analysis (IPTA) method was developed by Sen et al. (2019). Knowledge can be determined by looking at the slope and magnitude of the trend in successive parameters. This method can be used to analyze different time series parameters (mean, minimum, maximum, skewness, and standard deviation) and time scales. Time series is partitioned into two equal groups in the method. Then, the mean of two half series of each month is calculated and plotted in the Cartesian coordinate system to form a polygon. Known as n-year series X1, …, Xn, the following Cartesian system is obtained for monthly stream records.
(18)

China-Z Index

China International Climate Centre initially employed the CZI for drought monitoring in China (Wu et al. 2001; Dogan et al. 2012; Jain et al. 2015). CZI presumes that rainfall values tend to follow the Pearson 3 distribution (Wu et al. 2001; García-León et al. 2019; Payab & Türker 2019). It is related to Wilson–Hilferty cube-root transformation (Wilson & Hilferty 1931; Morid et al. 2006) from the chi-square variable to the Z-scale (Kendall & Stuart 1977). CZI is computed as in the following equations:
(19)
(20)
(21)
where t can be equal to 1, 2, 3, … 9, 12, 24, months, etc., Cst denotes a coefficient of skewness for t time step Z-score is the statistical Z-score and can be computed for the same time step of t, φj shows a standard deviation (also called the Z-Score), N is the total number of years in record, σ is the standard division, is the average, and Xj is the precipitation. Keep in mind that CZI, SPI and Z scores have similar results (Wu et al. 2001; Morid et al. 2006). Table 2 demonstrates the classification of the SPI, SPEI, and CZI indices according to the classification given by Barua et al. (2011) and Morid et al. (2006).

The general objective of this study is to make a detailed drought analysis of Elazig province at different time scales by considering different indices. Because Elazig province is considered a center of attraction for developing vegetable and fruit growing, field crops, aquaculture, and livestock sub-sectors due to its natural resources such as soil, climate, topography, and hydraulic structures. Therefore, the drought analysis has been carried out by considering the period between 1980 and 2022 with SPI (only precipitation parameter), SPEI (both precipitation and temperature) and CZI indices.

Analysis of climate data for Elazig

The study analyzed Elazig's monthly temperature (max, min, mean), precipitation, and evaporation data for 1980–2022, applying Sen's slope, Mann–Kendall, and run tests, as shown in Table 3. The decreasing trend was detected in precipitation data for Agin, Baskil, Karakocan, Keban, Maden, Palu, and Sivrice monitoring stations. In contrast, an upward trend was detected for Elazig at a 95% confidence interval. These trends were measured by Sen's slope method. The precipitation data for all stations were not randomly distributed. There is no trend in the precipitation data for Baskil, Elazig, Keban, Maden, Palu, and Sivrice stations, while there is a trend in data for Agin and Karakocan based on the Mann–Kendall test.

Table 3

Mann–Kendall, Sen's slope, and run test results for Elazig

ParameterSt. nameDescriptive statistics
Mann–Kendall
Sen's slopeRun test
Max.MeanStd. deviationKendall Taup-valuep-value
Precipitation (mm) Agin 174.3 39.382 37.732 −0.066 0.026 −0.084 <0.0001 
Baskil 208.1 33.983 31.747 −0.044 0.136 −0.026 <0.0001 
Elazig 160.5 33.440 31.591 0.005 0.870 0.036 <0.0001 
Karakocan 284.5 51.073 48.098 −0.060 0.042 −0.092 <0.0001 
Keban 174.4 28.927 27.861 −0.036 0.222 −0.009 <0.0001 
Maden 474.6 67.491 73.948 −0.044 0.134 −0.019 <0.0001 
Palu 223.9 41.631 41.320 −0.054 0.070 −0.034 <0.0001 
Sivrice 287 48.195 48.259 −0.027 0.369 −0.003 <0.0001 
Average temperature (°C) Agin 31.106 14.421 9.652 0.051 0.086 0.004 <0.0001 
Baskil 28.232 11.948 9.492 0.039 0.183 0.003 <0.0001 
Elazig 29.600 13.407 9.763 0.056 0.059 0.005 <0.0001 
Karakocan 27.713 11.246 9.915 0.034 0.244 0.003 <0.0001 
Keban 31.716 15.129 9.665 0.046 0.121 0.004 <0.0001 
Maden 31.519 14.531 9.801 0.043 0.146 0.004 <0.0001 
Palu 29.855 13.994 9.811 0.045 0.130 0.004 <0.0001 
Sivrice 27.874 12.305 9.380 0.042 0.157 0.003 <0.0001 
Evaporation (mm) Agin 284.376 136.726 80.341 0.025 0.393 0.013 <0.0001 
Baskil 274.513 131.891 77.884 0.004 0.900 0.002 <0.0001 
Elazig 295.377 137.778 81.417 0.041 0.167 0.021 <0.0001 
Karakocan 305.764 136.828 83.299 0.032 0.278 0.018 <0.0001 
Keban 286.012 137.368 80.497 0.040 0.172 0.020 <0.0001 
Maden 293.687 135.487 79.504 0.033 0.260 0.017 <0.0001 
Palu 305.831 144.197 85.014 0.020 0.490 0.010 <0.0001 
Sivrice 266.212 126.011 74.329 0.021 0.473 0.010 <0.0001 
ParameterSt. nameDescriptive statistics
Mann–Kendall
Sen's slopeRun test
Max.MeanStd. deviationKendall Taup-valuep-value
Precipitation (mm) Agin 174.3 39.382 37.732 −0.066 0.026 −0.084 <0.0001 
Baskil 208.1 33.983 31.747 −0.044 0.136 −0.026 <0.0001 
Elazig 160.5 33.440 31.591 0.005 0.870 0.036 <0.0001 
Karakocan 284.5 51.073 48.098 −0.060 0.042 −0.092 <0.0001 
Keban 174.4 28.927 27.861 −0.036 0.222 −0.009 <0.0001 
Maden 474.6 67.491 73.948 −0.044 0.134 −0.019 <0.0001 
Palu 223.9 41.631 41.320 −0.054 0.070 −0.034 <0.0001 
Sivrice 287 48.195 48.259 −0.027 0.369 −0.003 <0.0001 
Average temperature (°C) Agin 31.106 14.421 9.652 0.051 0.086 0.004 <0.0001 
Baskil 28.232 11.948 9.492 0.039 0.183 0.003 <0.0001 
Elazig 29.600 13.407 9.763 0.056 0.059 0.005 <0.0001 
Karakocan 27.713 11.246 9.915 0.034 0.244 0.003 <0.0001 
Keban 31.716 15.129 9.665 0.046 0.121 0.004 <0.0001 
Maden 31.519 14.531 9.801 0.043 0.146 0.004 <0.0001 
Palu 29.855 13.994 9.811 0.045 0.130 0.004 <0.0001 
Sivrice 27.874 12.305 9.380 0.042 0.157 0.003 <0.0001 
Evaporation (mm) Agin 284.376 136.726 80.341 0.025 0.393 0.013 <0.0001 
Baskil 274.513 131.891 77.884 0.004 0.900 0.002 <0.0001 
Elazig 295.377 137.778 81.417 0.041 0.167 0.021 <0.0001 
Karakocan 305.764 136.828 83.299 0.032 0.278 0.018 <0.0001 
Keban 286.012 137.368 80.497 0.040 0.172 0.020 <0.0001 
Maden 293.687 135.487 79.504 0.033 0.260 0.017 <0.0001 
Palu 305.831 144.197 85.014 0.020 0.490 0.010 <0.0001 
Sivrice 266.212 126.011 74.329 0.021 0.473 0.010 <0.0001 

Notes: Test interpretation for Mann–Kendall: H0: The series has no trend. Ha: There is a trend in the series. As the computed p-value exceeds the significance level alpha = 0.05, one cannot reject the null hypothesis H0.

Test interpretation for run test: H0: Data are randomly distributed. Ha: Data are not randomly distributed. As the computed p-value is lower than the significance level alpha = 0.05, one should reject the null hypothesis H0 and accept the alternative hypothesis, Ha.

Drought evaluation of Elazig

Drought analysis of Elazig province between 1980 and 2022 was calculated according to three critical indices. The main reason for using three indices is that they consider different parameters. Drought indices are compared according to different drought categories. Among the drought categories, normal drought was the most common. Very severe drought has the most negligible share. The situation in the moderate drought category is the same as in the very severe drought category. According to these results, it is concluded that SPI is more sensitive than the SPEI index in the very severe drought category. In the moderate severe drought, 26 months were realized in the SPI index, while 54 months were calculated according to the SPEI index and 35 months were calculated according to the CZI index. In the severe drought, these values are 15, 25, and 18 months for SPI and SPEI, CZI, respectively. Similarly, extreme drought values were 12, 7, and 4 months for SPI, SPEI, and CZI, respectively. Table 4 shows the monthly and yearly drought and wet periods. In addition, Table 4 shows the drought and wet years based on the SPI, SPEI and CZI indices.

Table 4

Monthly and yearly drought analysis

Monthly
Yearly
Extr. wetVery wetMod. wetN. normalMod. drySev. dryExtr. dryExtr. wetVery wetMod. wetN. normalMod. drySev. dryExt. dryMin.Max.Wet YearDrought year
Agin SPI 23 54 374 31 17 10 31 −2.271 2.276 1996 2021 
SPEI 30 55 335 54 29 26 −2.203 2.135 1988 2021 
CZI 14 24 53 363 42 18 31 −2.321 2.233 1996 2021 
Baskil SPI 20 50 383 36 11 30 −2.018 2.855 1988 2021 
SPEI 21 62 329 63 30 30 −2.223 2.332 1988 2021 
CZI 13 23 45 377 36 10 12 31 −2.326 2.573 1988 2021 
Elazig SPI 20 51 384 26 15 12 – 29 −2.481 1.954 1988 1990 
SPEI 34 54 337 54 25 – 28 −2.003 2.668 1988 2021 
CZI 16 23 47 373 35 18 29 −2.110 2.299 1988 1990 
Karakocan SPI 13 57 379 28 22 – 37 – −3.156 2.259 1988 2013 
SPEI 10 27 51 342 48 34 32 −2.263 2.590 1988 2021 
CZI 14 17 52 353 52 21 – 35 −2.796 2.513 1988 2013 
Keban SPI 24 53 380 33 19 12 – 27 −2.671 1.932 1988 2013 
SPEI 30 64 329 53 28 27 −2.249 2.398 1988 2021 
CZI 14 27 51 365 36 21 27 −2.208 2.295 1988 2013 
Maden SPI 20 56 366 34 26 – 31 – −2.961 1.955 2019 2017 
SPEI 33 50 332 61 30 – 29 −2.166 1.718 2019 2017 
CZI 15 24 48 362 46 20 31 −2.614 2.088 2019 2017 
Palu SPI 21 49 380 22 34 – 29 −2.417 2.031 1987 2021 
SPEI 27 60 331 56 27 29 – −1.996 2.279 1987 2021 
CZI 14 24 47 363 45 21 29 −2.031 2.525 1987 2021 
Sivrice SPI 25 48 381 18 25 10 30 −2.153 2.218 1987 2013 
SPEI 33 66 324 56 30 – 27 – −1.944 1.948 1996 2021 
CZI 11 32 49 369 34 20 30 −2.141 2.212 1987 2013 
Monthly
Yearly
Extr. wetVery wetMod. wetN. normalMod. drySev. dryExtr. dryExtr. wetVery wetMod. wetN. normalMod. drySev. dryExt. dryMin.Max.Wet YearDrought year
Agin SPI 23 54 374 31 17 10 31 −2.271 2.276 1996 2021 
SPEI 30 55 335 54 29 26 −2.203 2.135 1988 2021 
CZI 14 24 53 363 42 18 31 −2.321 2.233 1996 2021 
Baskil SPI 20 50 383 36 11 30 −2.018 2.855 1988 2021 
SPEI 21 62 329 63 30 30 −2.223 2.332 1988 2021 
CZI 13 23 45 377 36 10 12 31 −2.326 2.573 1988 2021 
Elazig SPI 20 51 384 26 15 12 – 29 −2.481 1.954 1988 1990 
SPEI 34 54 337 54 25 – 28 −2.003 2.668 1988 2021 
CZI 16 23 47 373 35 18 29 −2.110 2.299 1988 1990 
Karakocan SPI 13 57 379 28 22 – 37 – −3.156 2.259 1988 2013 
SPEI 10 27 51 342 48 34 32 −2.263 2.590 1988 2021 
CZI 14 17 52 353 52 21 – 35 −2.796 2.513 1988 2013 
Keban SPI 24 53 380 33 19 12 – 27 −2.671 1.932 1988 2013 
SPEI 30 64 329 53 28 27 −2.249 2.398 1988 2021 
CZI 14 27 51 365 36 21 27 −2.208 2.295 1988 2013 
Maden SPI 20 56 366 34 26 – 31 – −2.961 1.955 2019 2017 
SPEI 33 50 332 61 30 – 29 −2.166 1.718 2019 2017 
CZI 15 24 48 362 46 20 31 −2.614 2.088 2019 2017 
Palu SPI 21 49 380 22 34 – 29 −2.417 2.031 1987 2021 
SPEI 27 60 331 56 27 29 – −1.996 2.279 1987 2021 
CZI 14 24 47 363 45 21 29 −2.031 2.525 1987 2021 
Sivrice SPI 25 48 381 18 25 10 30 −2.153 2.218 1987 2013 
SPEI 33 66 324 56 30 – 27 – −1.944 1.948 1996 2021 
CZI 11 32 49 369 34 20 30 −2.141 2.212 1987 2013 

First, the climate change effects on temperature, precipitation, and evaporation parameters were analyzed. A decreasing trend was detected in precipitation data, while an increasing trend was detected in temperature and evaporation data based on a 95% confidence interval. Second, the relationship between the two indices was analyzed in detail for Elazig province. Although normal drought has the highest share among the drought categories, very severe drought has the lowest share.

Figure 2 shows the graph of the linear trend analysis, where the X-axis represents the time in a month and the Y-axis represents the monthly daily total precipitation in mm. Figure 3 also shows the plot of the linear trend analysis results for average temperature (The x-axis represents the time in a month, and the y-axis represents the monthly average temperatures in degrees Celsius). As shown in Figures 2 and 3, almost average temperature values are increasing for all stations, and total precipitation values are decreasing. Moreover, Elazig province is located in the Euphrates basin. Katipoğlu et al. (2022) stated that downward trends dominate in the Euphrates basin as a result of the increase in temperatures and decrease in precipitation. Furthermore, Yürekli (2015) reported that the approximate beginning points of the upward and downward trend for Elazig station are approximately in 1986 based on the Sequential version of Mann–Kendall test (SVMK).
Figure 2

The trend analysis for precipitation data.

Figure 3

Trend analysis for average temperature data.

Figure 3

Trend analysis for average temperature data.

Close modal

Standardized precipitation index

By applying the SPI drought indices of Elazig province, the analyses were made for monthly and annual time series. These time series are shown in Figure 4. If the drought values of the month are below zero, they represent the dry period, while the drought values are above zero, representing the humid period. While SPI is calculated using only monthly precipitation data, SPI values were calculated for each month and evaluated by considering the precipitation of each month. To reach a general conclusion for 1 month (SPI-1), drought values were plotted for SPI-1 and SPI-12 values in Figure 4. Similar results for SPI-1 and SPI-12 were obtained. Finally, wetter periods were observed in the regions close to the mountain area (Maden).
Figure 4

The variation of SPI-1 and SPI-12 results.

Figure 4

The variation of SPI-1 and SPI-12 results.

Close modal

In contrast, more severe droughts were observed in the regions close to dams (Keban) based on the analysis. In this context, the highest SPI-1 value was 3.191 at Sivrice station, but the lowest SPI-1 value was −4.253 at Elazig station. Similarly, the driest SPI-12 value was −3.156 at Karakocan, but the wettest SPI-12 value was 2.855 at Baskil station. As a result, dry and wet periods were observed at all stations between 1980 and 2020, both SPI-1 and SPI-12.

Standardized precipitation evapotranspiration index

By applying the SPEI drought indices of Elazig, analyses were made for monthly and annual time series. These time series were demonstrated in Figure 5. As stated above, they represent the dry period if the drought values of the month are below zero, while the drought values of the month are above zero, representing the humid months. As data, SPEI considers precipitation, temperature, and evapotranspiration data.
Figure 5

The variation of SPEI-1 and SPEI-12 results.

Figure 5

The variation of SPEI-1 and SPEI-12 results.

Close modal

Monthly and annual drought assessments were obtained by calculating the SPEI-1 and SPEI-12 values (Figure 5). The data were plotted to clarify the wettest and driest periods throughout the time series. Finally, wetter periods were observed in the regions close to mountain areas (Maden), while more severe droughts were observed in the regions close to dams (Keban) based on the analysis. In the study, the highest SPEI-1 value was 2.802 at Baskil station, but the lowest SPEI-1 value was −2.814 at Palu station. Similarly, the driest SPEI-12 value was −2.263 at Karakocan, but the wettest SPEI-12 value was 2.668 at Elazig station. As a result, dry and wet periods were observed at all stations between 1980 and 2020, both SPEI-1 and SPEI-12. Katipoğlu et al. (2022) reported that SPEI is more sensitive than other indices in determining drought trends since it also considers PET values, which may indicate the upward climate change impacts in the last years.

CZI results

By applying the CZI drought indices for Elazig, analyses were made for monthly and annual time series. These time series were plotted in Figure 6. As stated above, the dry and humid periods were determined based on Table 2.
Figure 6

The variation of CZI-1 and CZI-12 results.

Figure 6

The variation of CZI-1 and CZI-12 results.

Close modal

The assessment of monthly and annual drought values was determined by obtaining the calculated CZI-1 and CZI-12 values (Figure 6). Therefore, it was determined that historical extreme drought events could be observed using the lowest and highest index values (Figure 6). Finally, wetter periods were observed in the regions close to mountain area (Maden). In contrast, more severe droughts were observed in the regions close to dams (Keban) based on the analysis similar to SPI and SPEI. The highest CZI-1 value was 2.745 at Baskil station, but the lowest CZI-1 value was −3.271 at Karakocan station. Similarly, the highest CZI-12 value was 2.573 at Baskil, but the lowest CZI-12 value was −2.796 at Karakocan station. As a result, dry and wet periods were observed at all stations between 1980 and 2020, both CZI-1 and CZI-12.

The comparisons of SPI, SPEI, and CZI results

Since the numerical values of CZI, SPEI and SPI are in a close range (Table 2), they can be comparable. It is evident that the CZI index usually has the generally strongest relationship with the SPI, in particular during normal months (Figure 7). As mentioned above, the CZI has a tendency to have higher negative values than the SPI, so the differences between the indices were greater in drier months. Morid et al. (2006) found that the SPI has a tendency to present larger negative values compared to the CZI. R2 values for all eight stations were high (e.g., Elazig station = 0.954). To compare the results obtained with monthly SPI, SPEI and CZI drought indices, they are plotted in Figure 7 for Elazig station. As demonstrated in Figure 7, CZI and SPI drought indices are generally consistent (R2 = 0.954). However, the relationship between SPI and SPEI and CZI and SPEI are incompatible. Katipoglu et al. (2020) reported that using the SPEI index for the drought assessment of the Euphrates basin to plan and manage water resources is recommended since the SPEI is more sensitive and convenient.
Figure 7

The comparisons of SPI, SPEI, and CZI results.

Figure 7

The comparisons of SPI, SPEI, and CZI results.

Close modal

IPTA results

The IPTA results of the precipitation in Elazig are shown in Figure 8. While first half refers to 1980–2001 (258 months), second half refers to months of 2002–2022 (258 months). The IPTA graphs supply information about the trend slope and length of the trend to understand hydrometeorological regimes in the following months. Suppose the trend slope between two successive months is upward. In that case, the difference between the mean precipitation variable of the respective months is also upward, and this variable regime exhibits a more unpredictable performance. The polygon's complex structure in the IPTA method means that the assessed time series structure is dynamic and complex (Sen et al. 2019). The data above the perfect line (1:1) show an increasing trend, while the data below show a decreasing trend. It is observed that all stations have irregular polygons. This means that the arithmetic mean of the monthly total precipitation data is stable, and the change in data is not systematic. In addition, it can be evaluated that the precipitation in Agin, Maden, and Sivrice stations is highly variable. As seen in Figure 8, precipitation for March, April, and May generally has a high value for five stations (Baskil, Elazig, Karakocan, Keban, Palu). However, precipitation data have high values for December and January outside of them (Maden, Agin, and Sivrice).

Similarly, precipitation data have low values for July and August for all stations. Moreover, the precipitation phenomenon in this region does not reflect homogeneous and isotropic behavior, and January has a strong increasing trend in the monthly precipitation tendencies except for Baskil station. Nine months (June, October, February, December, May, April, March, November, and July) nearly remain below the 1:1 line. Since there is an irregular and stable variation of successive months as a polygon in all stations, as shown in Figure 8, the changes are non-systematic from month to month as Elazig's precipitation is unstable. This complex precipitation data set can be interpreted by considering the orographic factor and geographical location. Furthermore, Katipoglu et al. (2020) found an increase in drought trends in January, February, May, June, August, November, December, and annual periods. They also determined that the Euphrates Basin has a significant drought risk. Moreover, Dabanli (2018) that Elazig is one of the provinces with the highest drought risk in Turkey. The results for drought evaluation of Elazig are compatible with the literature (Dabanli 2018; Katipoglu et al. 2020).

IDF results

Precipitation durations are selected from 2, 5, 10, 20, 30, 50, and 100-year returns. For each intensity duration, frequencies are determined. The Weibull, generalized extreme value, gamma (Pearson Type III), and exponential and log-normal distributions were then fitted to the intensity values of a selected precipitation duration. Once the best-fit probability distribution of a selected period is determined, the intensity of any return period can be calculated. Precipitation IDF curve is then obtained.

Frequency analysis indicates that log-normal is the best-fit probability distribution function for the IDF for all stations. The frequency analysis using precipitation data was applied to obtain IDF curves for Elazig as 2, 5, 10, 20, 30, 50, and 100-year return periods. IDF curves for all stations were calculated based on log-normal distribution (Figure 9). The IDF curves show that the intensity decreases linearly with increasing duration for all return periods at all time scales. However, the relation between the intensity and return period has a polynomial form, meaning that the return period increases polynomials when the precipitation intensity intensifies. The intensity time series demonstrates how precipitation changes over time. The return period time series provides the same information about the precipitation in a more readily accessible way. IDF curves contribute to water management plans. Utilizing IDF curves, possible risks can be overcome in advance for the sustainability of water-linked sectors. In this study, it is possible to find the intensity-duration and frequency for certain periods at certain return intervals in Elazig. These curves are an important tool for taking necessary precautions against future droughts.
Figure 9

The precipitation intensity-duration-frequency curves (IDF).

Figure 9

The precipitation intensity-duration-frequency curves (IDF).

Close modal

The general objective of this study is to make a detailed drought analysis of Elazig for different time scales by considering different indices. Because Elazig is considered as a center of attraction for the development of vegetable and fruit growing, field crops, aquaculture, and animal husbandry sub-sectors due to its natural resources such as soil, climate, topography, hydraulic structures (i.e., dams, lakes, etc.), which are suitable for production. For this reason, drought analysis was performed by considering the period between 1980 and 2022 with SPEI, CZI, and SPI indices, IPTA methods, Sen's slope, Mann–Kendall and run tests. First, the effects of climate change on temperature (max, min, average), precipitation, and evaporation parameters were examined in detail. A downward trend was detected in precipitation data, while an upward trend was detected in temperature and evaporation data based on a 95% confidence interval. Second, the relationship between the three indices was analyzed in detail for Elazig. In the moderately dry ), 26 months were realized in the SPI index, while 54 months were calculated according to the SPEI index and 35 months were calculated according to the CZI index. In the severe dry (, these values are 15, 25, and 18 months for SPI and SPEI, CZI, respectively. Similarly, extremely dry values ( were 12, 7 and 4 months for SPI and SPEI, CZI, respectively. Although normal drought has the highest share among drought categories (), extremely dry has the lowest share, it is determined that SPI gives more sensitive results in the very severe drought category than the SPEI index. Thus, this drought analysis for Elazig can be used by local authorities or scientific institutions with different drought indices, data sets, or drought prediction methods around Elazig. It is expected to shed light on the drought analyses to be made in the field.

Special thanks to the General Directorate of Meteorology (MGM) for providing the database used in this study.

Veysi KARTAL contributed to conceptualization, methodology, validation, multiple regression analysis, investigation, resources, writing – original draft preparation, and visualization. The authors read and agreed to the published version of the manuscript.

Data cannot be made publicly available; readers should contact the corresponding author for details.

The authors declare there is no conflict.

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