In this research a SWAT model was assembled and used to evaluate the effects of climate change on runoff and drought in a semi-arid basin in Iran. The SWAT model showed good performance in the simulation of runoff. Eleven General Circulation Models (GCMs) under Representative Concentration Pathway 4.5 and Representative concentration Pathway 8.5 (RCP45 and RCP85) scenarios, and the period 2022-2041 was selected to investigate future projections. It was predicted that under all of the scenarios, runoff will decrease significantly. Annual rates showed that runoff will fall to 7.73 m3/s (11.6% decreased) and 6.78 m3/s (22.5% decreased) under RCP45 and RCP85 from 8.75 m3/s during next 20 years in this basin, respectively. In this research, the meteorological and hydrological droughts were estimated using SPI and SDI indices, respectively. By coupling of climate change scenarios and SWAT models it was found that the severity of droughts in the future will be far greater than has ever happened before. Key words: climate change, hydrological drought, SDI, semi-arid basin, SPI, SWAT.

  • Evaluation of SDI and SPI for the 2022–2041 period.

  • Using compatible models to simulate future climate scenarios.

  • Description of Iran's macro-level drought management strategies.

Climate change increases the likelihood of worse droughts occurring in many parts of the world in the next decades. There are plenty of ways climate change may contribute to aridity. Changing weather can also alter atmospheric rivers (narrow streams of moisture transported in the atmosphere), which can especially disrupt precipitation patterns in the world (https://www.c2es.org/). A combination of shifting atmospheric rivers and warmer temperatures can also affect snowpacks and melt, potentially decimating the water supplies (Jenkins & Warren 2015; Lee et al. 2017). The estimates of future changes in periodic or yearly rainfall in a specific location are less certain than the estimates of future warming. However, at the global scale, researchers are confident that quite wet locations, such as the tropics and higher latitudes will get wetter, while relatively dry regions in the subtropics will become drier (Parry et al. 2004; Nassiri et al. 2006; Moradi et al. 2013; Ngo et al. 2015; Samuel et al. 2016).

Of all extreme weather types, droughts have one of the greatest influences on civilization and are an economically vital hazard to the agriculture and water sectors in many countries (Jenkins & Warren 2015). Therefore, any changes to hydrological processes will pose an important risk to society. Evidence shows that droughts have been growing in frequency and intensity in many regions over the 20th century in response to global climate change (Jenkins & Warren 2015; Lee et al. 2017). Projections also show that droughts will likely be further exacerbated in certain regions under future climate change, including Iran (Nassiri et al. 2006; Moradi et al. 2013; Pirttioja et al. 2019).

Many statistical indices have been developed in the areas of climatology, hydrology, and agricultural assessments to characterize drought. Drought researchers often focus on changes in just one or two characteristics of drought such as their frequency or duration (Jenkins & Warren 2015; Lee et al. 2017; Eini et al. 2023). However, the most popular drought index to evaluate and quantify droughts is the Standardized Precipitation Index (SPI), developed by McKee et al. (1993). The most important advantage of the SPI is that it can be determined for different time periods to allow the dynamics of different types of droughts to be assessed. The SPI is relatively simple to calculate, as it only requires precipitation data, and it has been shown that simple indexes such as the SPI can perform better than other, often more complex indexes.

Since the impacts of climate change can be diverse across a region, different spatial and temporal distributions are created for water resource components. Furthermore, studies show that the variation in precipitation patterns plays a vital role in streamflow in various regions across the world (Nassiri et al. 2006; Moradi et al. 2013; Ngo et al. 2015; Serur & Sarma 2017; Zhang et al. 2017; Pirttioja et al. 2019).

To estimate climate conditions in the future, the General Circulation Models (GCMs) and Regional Climate Models (RCMs) which consider various emission scenarios have been usually employed (Parry et al. 2004; Vaighan et al. 2017; Wang et al. 2017; Reshmidevi et al. 2018; Pirttioja et al. 2019). Different researchers have focused on the Representative Concentration Pathway (RCP) scenarios described in the Fifth Assessment Report (AR5). Comparing CMIP5 (Coupled Model Intercomparing Project Phase 5) with CMIP3 reveals that the CMIP5 encompasses comprehensive models not only based on greenhouse gas concentrations and emissions pathways but also capable of assessing impacts caused by land-use changes. Samavati et al. (2023) studied the effects of climate change on future hydrological drought in mountainous basins in Iran, utilizing SWAT (Soil and Water Assessment Tool) and CMIP5. They found that the basin's future climate conditions, such as an increase in temperature and decrease in rainfall were appropriate. According to Miroc5 (RCP8.5), the annual runoff in the future period (2020–2040) would decrease by 8.36% compared to the past. Ougahi et al. (2022) investigated the application of the SWAT model to assess climate and land use/land cover (LULC) change impacts on water balance components of the Kabul River Basin in Afghanistan. The results demonstrated that all GCMs projected an increase in temperature over the Kabul River basin, and an average annual water yield was projected to increase under the agriculture-dominant scenario. Gupta et al. (2021) employed CMIP5 and SWAT to investigate the climate change impacts on the hydro-climatology of the Subansiri river basin in India. The results showed an increase in the annual average maximum temperature (Tmax), annual average minimum temperature (Tmin), annual precipitation of the river basin, and also, an increase in the discharge for a particular percent of the dependable flow in the case of all the RCP scenarios. Delavar et al. (2022) concluded that SWAT is able to represent surface runoff processes in the semi-dry basin (Karkheh River Basin) in Iran and that the model is suitable for runoff, land, and water management studies. Similarly, Eini et al. (2020) showed that the SWAT model was reliable to simulate runoff in the Dagu River basin located in China with R2 > 0.7 and NSE > 0.6.

In keeping with other water-limited areas of the Middle East, water security is of foremost concern in Iran. The results of this study are intended to provide reliable guidelines for policymakers and water resource authorities to ensure sustained water accessibility under a changing climate and increased droughts. The Zard River Basin is one of those areas that provide the drinking water for over 1 million people in Khuzestan province and also, the water for agriculture and animal husbandry that affects the whole country (Khuzestan province produces 20% of the country's food resources) which shows the crucial role of rivers (including Zard River Basin) in water security of Iran. As climate change tends to affect arid and semi-arid areas more dramatically, Zard River as a semi-arid basin is a good choice for investigating the impact of climate change in the mentioned areas. The objectives of this study include the following:

  • Comparing past and near-future temperatures and precipitation using different GCMs.

  • Calibrating a hydrological model and investigating runoff change in the future compared to the past.

  • Meteorologic and hydrological drought assessment in the past and near-future.

Case study and data usage

Zard River, flowing in southwestern Iran, is located to the northeast and the east of Ramhormoz within 49° 40′ to 50° 29′E longitude and 31° 05′ to 31° 42′ N latitude. The approximate area of the river basin is 887 km2, the map is presented in Figure 1.
Figure 1

The geographic map of the Zard River drainage basin (Modified, Mahdavi et al. 2021a, 2021b).

Figure 1

The geographic map of the Zard River drainage basin (Modified, Mahdavi et al. 2021a, 2021b).

Close modal

The river constitutes a major branch of the Allah River situated within the Baghmalek (Janaki) region in Izeh (a town) with a highly dense network of rivers. Bulavan or Abul Abbas is known as the initial and main branch of the river, which emanates from the slopes to the east of Mongasht Mountain and Sefid Kooh, and then flows through narrow valleys within a mountainous region toward the northwest. After crossing a valley called by the same title located in Tang-e-Kure, the flow orientation of the river is changed toward the southwest. The river also acts as the main resource of water supply for the villages located on its route, such as Robat-e-Abul Abbas, Mal Agha, Sang, and Zolab. Afterwards, the river enters Baghmalek and joins Ab Galal, Ab Mangian, Dom Dali, and Al-e-Khorshid rivers which form the Zard River. Then, the Zard River streams toward the southwest, where it becomes the main source of the water supply for the Rud Zard Sadat, Rud Zard Kafi, Jare, and Karim villages. By joining the Aala River in the vicinity of Rud Zard village, it forms the Allah River. The studied area is mainly composed of woodlands and forests (14%), urban areas and agricultural lands (32%), and rangelands (48%). Given the strategic importance of the Zard River Basin, a new dam called the Jare dam was founded on the river in 2012. We employed the data pertaining to two periods, i.e., the future period (2022–2041) and the past period (1979–2009) in order to monitor the drought. At the same time, we analyzed the data obtained from 13 rain gauge stations. The stations and their specifications are presented in Table 1 in more detail, in which the historical period data (i.e., runoff, precipitation, evaporation, and temperature data) have been acquired from the water utility company of Khuzestan (a state-owned enterprise) and the Iranian organization of meteorology (also a state-owned enterprise). In addition, land use-land coverage, the maps of digital elevation, and the soil map were acquired from Khuzestan's water utility company.

Table 1

The characteristics of the rain gauge stations

Station nameStation typeLongitude (°E)Latitude (°N)Annual precipitation (mm) (1979–2009)
Min.Ave.Max.
Bolagh ab Rain gauge 49.58 31.33 315 741.7 1,355.8 
Baghmalek Rain gauge and evaporation poll 49.52 31.33 320 622.1 1,100.2 
Mashin Rain gauge, evaporation poll, hydrometric 49.43 31.23 237.5 386.6 623.1 
Delibakhtiar Rain gauge and evaporation poll 49.56 31.40 250 487.4 931.2 
Ghale tol Rain gauge 49.51 31.38 325 615 987 
Gand ab Rain gauge 49.47 31.27 244 533.5 937.4 
Bidestan Rain gauge 50.58 31.37 410 725 991 
Cheshmehshirin Rain gauge 49.47 31.38 276 611.8 1,025.1 
Dareshor Rain gauge 49.46 31.37 321 633 923 
Deh rahkhoda Rain gauge 49.46 31.35 231 590 1,021 
Deh sadat Rain gauge 49.45 31.20 234 412.8 817 
Malagha Rain gauge 50.02 31.35 382 821.4 1,489.4 
Maydavood Rain gauge 49.49 31.32 194 421 748.6 
Station nameStation typeLongitude (°E)Latitude (°N)Annual precipitation (mm) (1979–2009)
Min.Ave.Max.
Bolagh ab Rain gauge 49.58 31.33 315 741.7 1,355.8 
Baghmalek Rain gauge and evaporation poll 49.52 31.33 320 622.1 1,100.2 
Mashin Rain gauge, evaporation poll, hydrometric 49.43 31.23 237.5 386.6 623.1 
Delibakhtiar Rain gauge and evaporation poll 49.56 31.40 250 487.4 931.2 
Ghale tol Rain gauge 49.51 31.38 325 615 987 
Gand ab Rain gauge 49.47 31.27 244 533.5 937.4 
Bidestan Rain gauge 50.58 31.37 410 725 991 
Cheshmehshirin Rain gauge 49.47 31.38 276 611.8 1,025.1 
Dareshor Rain gauge 49.46 31.37 321 633 923 
Deh rahkhoda Rain gauge 49.46 31.35 231 590 1,021 
Deh sadat Rain gauge 49.45 31.20 234 412.8 817 
Malagha Rain gauge 50.02 31.35 382 821.4 1,489.4 
Maydavood Rain gauge 49.49 31.32 194 421 748.6 

The annual precipitation within the drainage basin under the study varies between 402 and 792 mm for various stations with an approximate estimated average of 585 mm. Table 2 shows the climate classification of the Zard River Basin based on the De Martonne method.

Table 2

Climate classification of the Zard River Basin based on the De Martonne method

Average annual precipitation (mm)Average annual temperature (°C)Aridity indexClimate
585 23.3 17.41 Semi-arid 
Average annual precipitation (mm)Average annual temperature (°C)Aridity indexClimate
585 23.3 17.41 Semi-arid 

Drying lakes and rivers, declining groundwater resources, land-use change, water supply scarcity due to poor infrastructure and disruptions, forced migration, agricultural losses, sand storms, ecosystem damages by constructing dams, improper management of water resources, old farming methods, and more pressing matter of temperature rising due to climate change and its impacts on the rivers are the water-related issues of Khuzestan province and also Zard River Basin that needs to get more attention.

Producing daily site-specific climate scenarios

The effect of climate change on hydrological processes relies on the climate model's predicted future climatic scenarios. The present study utilized 11 GCM CMIP5 for the RCP85 and RCP45 emission scenarios as input to assess future climate. In several studies, the present environment and future changes in the context of various greenhouse gas and aerosol scenarios were simulated by climate modeling. With many stronger GCMs for climate change predictions, uncertainty about future climate projections persists. This challenge can be addressed by using a multi-model ensemble of GCMs to get a range of potential future outcomes. In this study, 22 climatic scenarios from 11 CMIP5 GCMs were generated. Being defined in almost a 150–300 km coarse grid, these climate forecasts cannot be applied to the hydrological model as input to evaluate the effects of climate change. Hence, researchers use various dynamical or statistical downscaling methods to achieve a higher spatiotemporal resolution needed for hydrological uses. LARS-WG is a stochastic weather generator developed by Barrow and Semenov to downscale and generate daily time series of climatic variables, including temperature, solar radiation, and precipitation.

By utilizing the observed climatic data for a baseline period, this model calculates the variations in climatic parameters. The output of the weather generator was used in this analysis as a reference to the SWAT model for calibration to determine changes in monthly runoff in the foreseeable future (2022–2041). The CMIP5 GCM data set were then retrieved from the 11 climate simulations, including the weather data(precipitation, minimal and maximum temperature) for the baseline period (1979–2009) and foreseeable future (2022–2041), covering the field of research (the CMIP5 models were obtained from ‘http://climate-scenarios.canada.ca/index.php?page=gridded-data’). These 11 models (Table 3) were selected and ranked based on the correlation between baseline data of GCMs (monthly precipitation and temperatures) and historical data from weather stations. This selection and ranking were also confirmed by another study (Zamani & Berndtsson 2019).

Table 3

CMIP5 models ranking for the Zard River Basin

Model nameResolutionRank
BCC-CSM1 2.8° × 2.8° 10 
CanESM2 2.8° × 2.8° 
CNRM-CM5 1.4° × 1.4° 11 
CSIRO-MK3 1.8° × 1.8° 
GFDL-CM3 2° × 2.5° 
GFDL-ESM2M 2° × 2.5° 
MIROC-ESM 2.8° × 2.8° 
MIROC5 1.4° × 1.4° 
MPI-ESM-LR 1.8° × 1.8° 
MPI-ESM-MR 1.8° × 1.8° 
NORESM1-M 1.8° × 2.5° 
Model nameResolutionRank
BCC-CSM1 2.8° × 2.8° 10 
CanESM2 2.8° × 2.8° 
CNRM-CM5 1.4° × 1.4° 11 
CSIRO-MK3 1.8° × 1.8° 
GFDL-CM3 2° × 2.5° 
GFDL-ESM2M 2° × 2.5° 
MIROC-ESM 2.8° × 2.8° 
MIROC5 1.4° × 1.4° 
MPI-ESM-LR 1.8° × 1.8° 
MPI-ESM-MR 1.8° × 1.8° 
NORESM1-M 1.8° × 2.5° 

Due to the fact that the LARS-WG model only includes five CMIP5 GCMs, the delta change method was utilized as the downscaling solution for CMIP5 GCM production to be applied to the study area and hydrological modeling. The delta change was estimated using monthly precipitation and temperatures. The change factors were used as the first scenarios in LARS-WG for the projection of future time series of precipitation and maximum and minimum temperature. Consequently, the monthly averages for 1979–2009 and 2022–2041 were used as a baseline for present and near future period analyses, respectively. The relative change (change factor) was estimated using;
formula
(1)
formula
(2)
formula
(3)

, , and denote changes in rainfall and minimum/maximum temperature for the month i (January to December). (, and ), (, and )/( and ) represent the long-term average (LTA) of the month i for rainfall and minimum/maximum temperature for a historical (present) and a future period, respectively.

Continuous hydrological modeling using the SWAT model

Hydrological modeling helps analyze climate change-subjected water resources, particularly for evaluating future hydrological impacts. These models have been extensively implemented in studies on climate change assessments to establish a relationship between river discharge and climate variables. As a semi-distributed physical model, SWAT has been formulated to project the effects of management practices and climate change, as well as to simulate flows, whose applications range from basin to continent. It divides the hydrological simulations of a watershed into two phases: (1) the land phase and (2) the routing phase. The former controls the volume of water, nutrients, pesticide loadings, and sediments into the main canal in each sub-basin. The latter, in turn, controls sediments, nutrients, water movement, and components of the hydrological cycle. The land phase of the hydrological cycle in the SWAT model is governed by the water balance equation, as follows:
formula
(4)

In the above equation, SW0 and SWt represent the initial and final soil moisture contents for the ith day, respectively. Rday indicates the rainfall reaching the soil surface. Qsurf, Ea, wseep, and Qgw denote the surface runoff, evapotranspiration, interflow, and base flow, respectively.

SWAT model setup

Slope data were generated using a 30-m digital elevation model (DEM) of the Zard River Basin. We prepared soil, digital elevation, and LULC maps from the Khuzestan Water Utility Company. Also, the daily and average monthly minimum/maximum temperature data from two stations, daily rainfall data from 13 stations for the study basin, and daily runoff data for the Mashin hydrometric station were collected from the Khuzestan Water Utility Company and the Iran Meteorological Organization (IRIMO). The weather generator input file was created using wind speed, precipitation, solar radiation, relative humidity, and minimum/maximum temperature data. Water balance can be ensured by estimating evapotranspiration, which can be attributed to the increasing growth of agricultural activities and, consequently, excessive water consumption of water resources. Agricultural practices on a basin territory were collected, including irrigation scheduling, planting crops, harvest periods, and tillage from the Forest, Range and Watershed Management Organization (FRWO). To accurately calculate evapotranspiration, crop yield, and agricultural management, data were fed into the model. The whole methodology of this work including LARS-WG and SWAT is presented in Figure 2.
Figure 2

Diagram of methodology.

Figure 2

Diagram of methodology.

Close modal

Arc SWAT interface 2012 was employed as a tool for extension in Arc GIS 10.4 to set up and determine the parameters of the hydrological model. To do so, first, the watershed delineation tool was employed to divide the basin into several sub-basins and as hydrological response units (HRUs) to the unique characteristics of the slope, soil, and land use. This was done with the addition of layers of soil and land-use maps with a definite range of slope values. DEM-derived stream network maps were implemented in the SWAT model along with river discharge sites. Calibration was facilitated by applying some additional adjustments, including the observed outlet and the river network. Moreover, soil and land-use maps attached to the SWAT database were reclassified using lookup tables.

Drought indices

The source used to derive drought indices was short-term time series of runoff, precipitation, and river flows to provide a perceptible sizable sample. We have presented the above-cited indicators only numerically in order to use the raw data better so that they become perceptible and enhance the planners' and designers' decision-making capabilities. The acquired data of such indicators can be used to determine the drought characteristics, such as its severity, frequency, and duration. Although none of such indicators are preferable over the others, a number of them are preferable for specific applications (Barua et al. 2011). This investigation employed the Streamflow Drought Index (SDI) and SPI in order to interpret the hydrological and meteorological droughts.

The SPI

The SPI acts on the basis of the estimation of the rainfall probability for any timescale. This index employs the data recorded for the monthly precipitation in order to determine the rainfall shortage at various timescales (e.g., 3, 6, 12, 24, and 48 months). As the first step in the estimation of the standard precipitation, the fitness of the standard gamma probability density function of the rainfall distribution is calculated for a particular station (McKee et al. 1993). After determining the total cumulative probability, the value of the standard normal random variable was calculated, indicating a similar probability to the cited probability with a standard deviation of one and a zero mean. One can formulate the probability function as:
formula
(5)
where β and α stand for the represented scale and shape, respectively, represent the gamma function, and x indicates the amount of precipitation. In order to calculate the parameters β and α, we employed the maximum likelihood approach.
formula
(6)
formula
(7)
formula
(8)
n stands for the number of days with observed rainfall and represents the average precipitation. Given that finding precipitation data with zero value among the data is plausible, the gamma function is not defined for the precipitation number of zero (x = 0). As a result, one can define the cumulative probability function including zero values as:
formula
(9)
where q stands for the zero probability of precipitation. When m stands for the frequency of precipitation, the magnitude of which is equal to 0 in the series, one can calculate q by using the following equation: q = m/n. The shape of the gamma cumulative probability is changeable on the basis of a random variable of Z (i.e., standard precipitation) with a zero variance and mean. For a certain time-scale and month, the following equation gives the cumulative probability G(X) for an observed quantity of precipitation:
formula
(10)

If the value of standard precipitation maintains its negative amounts and equals −1 or less, a drought takes place, while positive values are rendered as drought termination (Table 4). The total negative values can be employed for the analysis of the properties of a standard drought (magnitude, intensity, and duration).

Table 4

The drought classification based on the SPI

Wet or drought severityIndex value
Extremely wet SPI ≥ +2 
Severely wet +1.99 ≥ SPI ≥ +1.5 
Moderately wet +1.49 ≥ SPI ≥ +1 
Near normal +0.99 ≥ SPI ≥ −0.99 
Moderate drought −1 ≥ SPI ≥ −1.49 
Severe drought −1.5 ≥ SPI ≥ −1.99 
Extreme drought SPI ≤ −2 
Wet or drought severityIndex value
Extremely wet SPI ≥ +2 
Severely wet +1.99 ≥ SPI ≥ +1.5 
Moderately wet +1.49 ≥ SPI ≥ +1 
Near normal +0.99 ≥ SPI ≥ −0.99 
Moderate drought −1 ≥ SPI ≥ −1.49 
Severe drought −1.5 ≥ SPI ≥ −1.99 
Extreme drought SPI ≤ −2 

The SDI

We utilized the following equation to create a data series out of the mean monthly river discharge series (Qi,j) in order to determine the SDI (Mahdavi et al. 2021a):
formula
(11)
where Vi,k stands for the cumulative flow discharge. Additionally, j and i stand for the months of the water year and water year, respectively. For instance, for k = 1, Vi,k is associated with the first 3 months of the water year for the ith water year. In accordance with such datasets for the river flows and for the water year base period of k associated with the ith water year, one can calculate the SDI from the following equation:
formula
(12)

and stand for the standard deviation of the cumulative volume of flow and the mean total volume flow rate, respectively, for the base period k for a long duration of time. A number of drought states in the SDI approach have been presented in Table 5 (Nalbantis 2008).

Table 5

Classification of hydrological drought states, using the SDI

StateDrought conditionRangePercentage of probability
No drought SDI ≥ 0 50 
Mild drought 0 > SDI ≥ −1 34.1 
Moderate drought −1 > SDI ≥ −1.5 9.2 
Severe drought −1.5 > SDI ≥ −2 4.4 
Extreme drought SDI < −2 3.3 
StateDrought conditionRangePercentage of probability
No drought SDI ≥ 0 50 
Mild drought 0 > SDI ≥ −1 34.1 
Moderate drought −1 > SDI ≥ −1.5 9.2 
Severe drought −1.5 > SDI ≥ −2 4.4 
Extreme drought SDI < −2 3.3 

Impact of climate change on meteorological data

Relative change in monthly mean precipitation and temperature for 11 CMIP5 GCMs using RCP45 and RCP85 scenarios for the near future (2022–2041) compared to the historical period (1979–2009) is shown in Figures 3 and 4P <‘1’ in Figure 3 means a precipitation deficit whereas >‘1’ means a surplus). Obviously in most months for the RCP45 scenario, the MPI-ESM-LR and MIROC5 showed the most reduction (12%) and increase (31%) in precipitation, respectively. For RCP85, the MIROC-ESM-MR showed the most reduction (19%) in precipitation. Overall, the RCP45 showed more variation and RCP85 showed more reduction in precipitation. Figure 4 indicated that the most increase in average monthly temperature and also the most uncertainty for RCP45 and RCP85 is related to the GFDL-CM3 model. Also, the most seasonal increase in temperature will occur in summer. As the average temperature of the Earth's surface rises, more evaporation occurs, which, in turn, may change precipitation patterns. Therefore, a warming climate is expected to change precipitation in many areas and it is not a good sign because the precipitation can occur in seasons that may negatively impact agriculture or it may cause extreme rainfalls that lead to floods. Also, more evaporations mean more water loss and it is true that it may lead to more precipitation but that does not guarantee that an increase in precipitation will occur in the local area. Figures 3 and 4 indicated that the variation in precipitation and temperature in most of the months for 11 GCMs are close to the average of these models. Consequently, the average of 11 GCMs was used to modify the first scenarios in LARS-WG.
Figure 3

Relative change in monthly mean precipitation for 11 CMIP5 GCMs using RCP45 and RCP85 scenarios.

Figure 3

Relative change in monthly mean precipitation for 11 CMIP5 GCMs using RCP45 and RCP85 scenarios.

Close modal
Figure 4

Relative change in monthly mean temperature for 11 CMIP5 GCMs using RCP45 and RCP85 scenarios.

Figure 4

Relative change in monthly mean temperature for 11 CMIP5 GCMs using RCP45 and RCP85 scenarios.

Close modal

Calibration of SWAT and generation of a future runoff

The Zard River Basin was split into 29 sub-basins by precise flow routing using DEM data. These sub-basins were then subdivided into 319 HRUs, according to slope, soil, and land-use maps in Arc SWAT 2012. Meteorological station data such as wind speed, minimum/maximum temperature, and daily precipitation, were then fed into the model. The Penman–Monteith combination method was utilized to calculate potential evapotranspiration (Me et al. 2015). The SWAT model was calibrated on a monthly time step with the selection of 1979–81 as the warm-up period. The 1982–2001 and 2002–2009 were regarded for the calibration and validation periods, respectively.

Several effective, highly spatiotemporally variable parameters are central to hydrological models when converting input data into output variables. The hydrological cycle and the performance of the model in representing natural conditions as accurately as possible can be controlled by the above parameters.

Sensitivity analysis is performed to reduce the number of parameters during calibration, which can be attributed to a lack of observed data. To do this, insensitive parameters were removed from the model, which allowed the sensitive parameters to be fitted efficiently (Srinivas & Gopal 2017). To this end, uncertainty and sensitivity analysis, validation and calibration, and parameterization of hydrological variables were performed using the SWAT Calibration Uncertainty Procedure (SWAT-CUP) (Abbaspour 2015). The sequential Uncertainty Fitting 2 (SUFI-2) technique was used in this study efficiently for calibrating the model. Therefore, this method was utilized to achieve the above objectives, namely calibration and validation and sensitivity analysis of parameters (Goyal et al. 2018). For this purpose, daily data of discharge for the period 1979–2009 at the Mashin station, which is situated at the Zard River Basin outlet, were used for warmup, calibration, and validation process, respectively.

The performance of models applied in estimating the runoff is assessed by using the coefficient of determination (R2) and NSE, which are the most widely used in hydrology studies. The coefficient of determination (R2) describes the degree of collinearity between simulated and measured data and the proportion of the variance in measured data explained by the model (Abbaspour et al. 2015). Nash–Sutcliffe efficiency (NSE) is a normalized statistic that determines the relative magnitude of the residual variance compared to the measured data variance (Nash & Sutcliffe 1970; Moriasi et al. 2007, 2015). The results (Table 6 and Figure 5) showed that the SWAT model has good accuracy to simulate runoff in this basin in monthly time steps. In addition, calibrated parameters are presented in Table 7. After this step, model is ready for running the climate scenarios. After calibration, the SWAT model was rerun using near-future outputs from LARS-WG (precipitation, temperature) to generate near-future runoff.
Table 6

The result of calibration and validation of the model

Calibration (1982–2001)
Validation (2002–2009)
Discharge stationR2NSER2NSE
Mashin 0.74 0.69 0.62 0.60 
Calibration (1982–2001)
Validation (2002–2009)
Discharge stationR2NSER2NSE
Mashin 0.74 0.69 0.62 0.60 
Table 7

Calibrated values and sensitivity analysis of SWAT parameters

Parameter nameParameter descriptionRank fitted valuesRank
ALPHA_BF.gw(v) Base flow alpha factor (days) 0.025 1 
SOL_AWC.sol(r) Soil available water storage capacity 0.57 2 
GW_REVAP.gw(v) Groundwater ‘revap’ coefficient. 0.05 3 
GW_DELAY.gw(v) Groundwater delay (days). 108.7 4 
REVAPMN.gw(v) Threshold depth of water in the shallow aquifer for ‘revap’ to occur (mm). 108 5 
SLSUBBSN.hru(v) Average slope length. 0.98 6 
GWQMN.gw(v) Threshold depth of water in the shallow aquifer required for return flow to occur (mm). 5,000 7 
CH_N2.rte(v) Manning's ‘n’ value for the main channel. 0.059 8 
CANMX.hru(v) Maximum canopy storage. 18 9 
CH_K2.rte(v) Effective hydraulic conductivity in main channel alluvium. 110 10 
OV-N.hru(v) Manning's ‘n’ value for overland flow. 0.009 11 
CH_S2.rte(v) Average slope of main channel. 12 
Parameter nameParameter descriptionRank fitted valuesRank
ALPHA_BF.gw(v) Base flow alpha factor (days) 0.025 1 
SOL_AWC.sol(r) Soil available water storage capacity 0.57 2 
GW_REVAP.gw(v) Groundwater ‘revap’ coefficient. 0.05 3 
GW_DELAY.gw(v) Groundwater delay (days). 108.7 4 
REVAPMN.gw(v) Threshold depth of water in the shallow aquifer for ‘revap’ to occur (mm). 108 5 
SLSUBBSN.hru(v) Average slope length. 0.98 6 
GWQMN.gw(v) Threshold depth of water in the shallow aquifer required for return flow to occur (mm). 5,000 7 
CH_N2.rte(v) Manning's ‘n’ value for the main channel. 0.059 8 
CANMX.hru(v) Maximum canopy storage. 18 9 
CH_K2.rte(v) Effective hydraulic conductivity in main channel alluvium. 110 10 
OV-N.hru(v) Manning's ‘n’ value for overland flow. 0.009 11 
CH_S2.rte(v) Average slope of main channel. 12 
Figure 5

Calibration and validation diagrams.

Figure 5

Calibration and validation diagrams.

Close modal
In all of the scenarios, runoff has been decreased. Annual rates showed that runoff will fall to 7.73 m3/s (11.6% decrease) and 6.78 m3/s (22.5% decrease) under RCP45 and RCP 85 from 8.75 m3/s during the next 20 years in this basin, respectively. In summer and fall (June–November), maximum reduction happened in the future period. Overall, the RCP85 scenario showed more reduction in comparison to the RCP45 scenario and historical period (Figure 6).
Figure 6

Historical and future runoff comparison.

Figure 6

Historical and future runoff comparison.

Close modal

Impact of climate change on droughts

Meteorological and hydrological droughts

In this research, to assess meteorological and hydrological droughts, the past and near future precipitation (outputs of LARS-WG) and runoff (outputs of SWAT) data were added to the Drought Indices Calculator – DrinC software (Tigkas et al. 2015, 2020), and the software was used to calculate the SPI and SDI indexes for 3, 6, 9, and 12-month intervals for all selected rain gauge stations in both periods of future (2022–2041) and historical (1979–2009). Tables 8 and 9 and Figures 7 and 8 show characteristics of the longest drought events and drought occurrence for future and historical periods, respectively.
Table 8

Characteristics of the longest drought events

SPI-3
SPI-6
SPI-9
SPI-12
Duration (years)Severity (total)Duration (years)Severity (total)Duration (years)Severity (total)Duration (years)Severity (total)
Historical −2.38 −1.42 −1.40 −2.31 
RCP45 −4.78 −2.67 −2.53 −2.02 
RCP85 −4.87 −4.06 −3.07 −2.43 
SPI-3
SPI-6
SPI-9
SPI-12
Duration (years)Severity (total)Duration (years)Severity (total)Duration (years)Severity (total)Duration (years)Severity (total)
Historical −2.38 −1.42 −1.40 −2.31 
RCP45 −4.78 −2.67 −2.53 −2.02 
RCP85 −4.87 −4.06 −3.07 −2.43 
Table 9

Characteristics of the longest drought events

SDI-3
SDI-6
SDI-9
SDI-12
Duration (years)Severity (total)Duration (years)Severity (total)Duration (years)Severity (total)Duration (years)Severity (total)
Historical −2.92 −3.95 −3.85 −3.06 
RCP45 −4.50 −4.25 −4.05 −3.38 
RCP85 −7.95 −5.82 −5.67 −5.50 
SDI-3
SDI-6
SDI-9
SDI-12
Duration (years)Severity (total)Duration (years)Severity (total)Duration (years)Severity (total)Duration (years)Severity (total)
Historical −2.92 −3.95 −3.85 −3.06 
RCP45 −4.50 −4.25 −4.05 −3.38 
RCP85 −7.95 −5.82 −5.67 −5.50 
Figure 7

Drought occurrence based on the SPI in the future and historical periods.

Figure 7

Drought occurrence based on the SPI in the future and historical periods.

Close modal
Figure 8

Drought occurrence based on the SDI in the future and historical periods.

Figure 8

Drought occurrence based on the SDI in the future and historical periods.

Close modal

Tables 8 and 9 and Figures 7 and 8 indicate that the longest drought events may not change much in the future compared to the historical period but the severity of droughts will increase especially under the RCP85 scenario. Also, the severity of droughts decreases moving from SPI/SDI-3 to SPI/SDI-12. Furthermore, severe and extreme droughts happen in the future that have never happened in the past. The longest drought events in 6- and 9-month periods are similar because the precipitation is very low in the summer. Although the inputs of SPI and SDI indexes are different (precipitation and runoff) we can see a correlation between them. Based on Tables 8 and 9, there is a good correlation between SPI and SDI indexes, for example, SPI-12 and SDI-12 show the same longest drought duration in the past and future. When comparing the hydrological drought in future and past periods, the severity of droughts is shifting from mild drought to moderate, severe, and extreme droughts, which may be an indication of more change in the behavior of future droughts compared to the past.

In this study, SWAT and the new LARS-WG6 stochastic weather generator were used to generate climate scenarios to assess the impacts of climate change. Uncertainty is a pivotal component of GCMs such that natural variability and coarse resolutions can affect them. Thus, the spatial downscaling for the conformity between the GCM output and the conditions of the study area is of particular importance. Hence, this study can be a footstep for other researchers to evaluate and compare the outputs of this generator to other weather generators. The results indicated that the average temperature will increase in the future period especially under the RCP85 scenario (more than 2° in summer and fall) and rainfall will decrease with a maximum of 6 and 10% under the RCP45 and RCP85 scenarios, respectively. These results are also confirmed by other studies (Vaghefi et al. 2019; Zakizadeh et al. 2021). Our results are inconsistent with Lotfirad et al. (2021). In this study, they used 23 GCMs as input for the LARS-WG and weather generators to project climate change scenarios. The results of our study are inconsistent with Dongwoo's study (2018), in which the author concluded that the average rainfall would not change in the future under the RCP85 scenario (this scenario was only investigated in the study).

In this research, SPI and SDI indices were used to evaluate the meteorological and hydrological droughts, respectively. The results show that severe and extreme droughts increase in the future. The results of this study are in agreement with the study by Noorisameleh et al. (2020). They concluded that extreme droughts would increase especially under the RCP85 scenario. Meanwhile, severe and moderate droughts will increase in the future period compared to the past period, and it is in agreement with our research. The hydrological drought assessment in our study shows that mild droughts will occur more than other droughts. The future projections show more intense changes in drought conditions. Also, there is a strong relation between SPI and SDI indices especially on a 12-month scale which is confirmed by other researchers (Tabari et al. 2012; Boudad et al. 2018).

These intense changes in metero-hydrological conditions can have profound effects on water resources. Hence, adaption strategies are a way to face these effects. To address the challenges of climate change, Iran acceded to the United Nations Framework Convention on Climate Change (UNFCCC 1992) in 1996, the United Nations Convention to Combat Desertification (UNCCD 1994) in 1997, and the Kyoto Protocol (1997) in 2995. It has also integrated climate change issues into its economic and development plans, including Iran's 2025 Development Vision, National Action Programs (NAPs), and the Fifth National Development Plan under UNCCD. The government has also adopted several measures and policies regarding climate change. These include compliance programs, active regional and international participation, the adoption of technologies needed to adapt to climate change, the development of greenhouse gas emission reduction policies, and capacity building to deploy climate change monitoring systems. Unfortunately, none of these policies and programs has been implemented yet (von Spannenberg & Hennum 2012). In addition, Iran is very vulnerable to climate change. However, agricultural adaptation programs have been neglected. Climate change has significant effects on the agricultural sector. Therefore, several adaptation strategies should be designed in this regard. Of these strategies and programs designed, those that ensure improved production under drought conditions can withstand the devastating effects of climate change. For farmers to cope with these devastating effects, the government intends to devise a national action plan and strategy to prepare, manage, and reduce drought. The following is a description of Iran's macro-level drought management strategies.

Most popular strategies:

This study showed only some changes in droughts based on the 22 climate scenarios. Different climate scenarios may generate different outputs. Also, there are some limitations to the SPI and SDI, such as the only input for these indices are rain and runoff.

Zard River Basin drenches the plains of Ramhormoz and Baqhmalek, which is highly significant from an agricultural aspect. In this study, the output of 11 GCMs was utilized to simulate future climate change scenarios. It is very important to use compatible models to simulate these future climate scenarios and that is why these 11 models were selected and ranked based on the correlation between the baseline data of GCMs (monthly precipitation and temperatures) and historical data from weather stations. The analysis of the SPI showed that near normal droughts have higher proportions among different types of meteorological droughts. The occurrence of severe and extreme droughts in the future period is more than in the past period. Hydrological droughts in the future have similar behavior to the meteorological droughts and the intensity of the drought was predicted to be higher in the future period compared to the past period. Overall, RCP85 scenarios cause higher meteorological change. It may be the reason for more intense changes in drought conditions in the future period. Also, severe and extreme droughts will occur in the future period which has not happened in the past period. Based on the intensity of the occurrence of droughts in the future period, we recommended adaptation strategy guide for water supply and food production to meet severe droughts.

This research received no external funding.

We would like to thank the Iran Meteorological Organization and the Water Utility Company of Khuzestan province for providing the necessary data for this study.

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

The authors declare there is no conflict.

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