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    Topic review

    Climate Change and Water Resources

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    Submitted by: Haroon Haider


    Water resources are highly dependent on climatic variations. The quantification of climate change impacts on surface water availability is critical for agriculture production and flood management. The current study focuses on the projected streamflow variations in the transboundary Mangla Dam watershed. Precipitation and temperature changes combined with future water assessment in the watershed are projected by applying multiple downscaling techniques for three periods (2021–2039, 2040–2069, and 2070–2099). Streamflows are simulated by using the Soil and Water Assessment Tool (SWAT) for the outputs of five global circulation models (GCMs) and their ensembles under two representative concentration pathways (RCPs). Spatial and temporal changes in defined future flow indexes, such as base streamflow, average flow, and high streamflow have been investigated in this study. Results depicted an overall increase in average annual flows under RCP 4.5 and RCP 8.5 up until 2099. The maximum values of low flow, median flow, and high flows under RCP 4.5 were found to be 55.96 m3/s, 856.94 m3/s, and 7506.2 m3/s and under RCP 8.5, 63.29 m3/s, 945.26 m3/s, 7569.8 m3/s, respectively, for these ensembles GCMs till 2099. Under RCP 4.5, the maximum increases in maximum temperature (Tmax), minimum temperature (Tmin), precipitation (Pr), and average annual streamflow were estimated as 5.3 °C, 2.0 °C, 128.4%, and 155.52%, respectively, up until 2099. In the case of RCP 8.5, the maximum increase in these hydro-metrological variables was up to 8.9 °C, 8.2 °C, 180.3%, and 181.56%, respectively, up until 2099. The increases in Tmax, Tmin, and Pr using ensemble GCMs under RCP 4.5 were found to be 1.95 °C, 1.68 °C and 93.28% (2021–2039), 1.84 °C, 1.34 °C, and 75.88%(2040–2069), 1.57 °C, 1.27 °C and 72.7% (2070–2099), respectively. Under RCP 8.5, the projected increases in Tmax, Tmin, and Pr using ensemble GCMs were found as 2.26 °C, 2.23 °C and 78.65% (2021–2039), 2.73 °C, 2.53 °C, and 83.79% (2040–2069), 2.80 °C, 2.63 °C and 67.89% (2070–2099), respectively. Three seasons (spring, winter, and autumn) showed a remarkable increase in streamflow, while the summer season showed a decrease in inflows. Based on modeling results, it is expected that the Mangla Watershed will experience more frequent extreme flow events in the future, due to climate change. These results indicate that the study of climate change's impact on the water resources under a suitable downscaling technique is imperative for proper planning and management of the water resources.

    1. Introduction

    Most of the countries in South Asia are observing water stress due to global atmospheric changes. The rising population in urban areas, agriculture, and mismanagement of water resources and climate change has included Pakistan in the countries that are worst affected by climate change [1]. According to a report by the International Monetary Fund (IMF), Pakistan positioned third in the world among the countries prone to severe water scarcity [2]. The International Panel for Climate Change (IPCC) reported a 0.72 °C increase in the total temperature from 1951 to 2012. An expected rise of 1 °C to 3 °C till 2050 and 2 °C to 5 °C is likely to occur until 2100, based on the different greenhouse gases emission scenario. The severe temperature changes affect the land cover and ultimately change the streamflow patterns [3]. Rivers are providing more than fifty percent of the global water requirement [4]. However, river flows are associated with long-term fluctuations in rainfall and temperature, especially in areas where snowmelt is the principal component of the total runoff [5][6].

    General circulation models (GCMs) are widely in use to study future climate change drifts. These models simulate climate variations based on possible projected greenhouse gas emission rates. The spatial resolution of almost all existing GCM models is around 150–300 km, and the spatial resolution of every single GCM alters when comparing with other GCMs [7]. To accurately apprehend the impact of climate change on water resources, the bias correction of the projected results from different climatic models is often performed [8][9]. Bias correction is beneficial, especially for hydrological modeling studies where streamflow directly connects with precipitation [10][11][12]. GCMs present large-scale forecasts for several climatic variables [3], but numerous climatic variables are not determined efficiently through the coarser resolution. To overcome this issue, different downscaling techniques are often applied to downscale the projected GCMs data to a fine resolution, but these techniques also provide systematic deviations [13][14][15]. Many statistical downscaling techniques have been introduced to eliminate systematic deviations [16][17]. Specific downscaling procedures establish a connection between regional-scale climatic components with the local scale climatic components. By studying the transfer of moisture at a regional scale and air blowing rate, the temperature and precipitation at a local scale can be predicted [18][19][20][21]. In statistical downscaling techniques, the spatial resolution of the GCMs is not considered, so the calculation of bias correction coefficient must be done effectively by using long period observed and historical climatic data [22][23]. Multiple studies deal with the drifts of hydro-climatic components of various basins in the upper Indus basin, using several statistical downscaling techniques, and a continuous rise in temperature was projected [24][25][26][27]. Nevertheless, the temperature is progressing at varying rates in various sub-basins. The history explains numerous rainfall drifts in various sub-basins present in the upper Indus basin [28].

    To understand the hydrologic processes and interaction of water balance components under climate change scenarios in Mangla Watershed, the Soil and Water Assessment Tool (SWAT) model is used in this study. SWAT is proficient in modeling a single catchment or a system of hydrologically connected sub-catchments. The GIS-based interface model, ArcSWAT, defines the river network and the point of catchment outflow, and the distribution of sub-catchments and hydrological response units (HRU) [12][29][30][31][32][33][34][35]. The calculation of the time of concentration by SWAT is done by adding overland flow time (time is taken for flow from the remotest point of the sub-basin to reach the water channel) and channel flow time (time taken from upstream channel to the watershed outlet) [36].

    The projected climate is significantly affected by the selection of GCMs [35]. In this study, five global circulation models: The Australian Community Climate and Earth-System Simulator version 1 (ACCESS 1.0), Community Climate System Model (CCSM4), Hadley Centre Global Environment Model version 2 (HadGEM2), Max Planck Institute for Meteorology, Earth System Model Low Radiation Emission (MPI-ESM-LR), and Model for Interdisciplinary Research on Climate, Earth System Model (MirocESM), were selected based on their spatial resolution, and two different emission scenarios, RCP4.5, and RCP8.5 were chosen to reproduce future streamflow by applying the hydrological model SWAT (ArcSWAT-2012).

    Several studies have defined precipitation and temperature variations as dominating factors that may affect water quantity and quality [37][38][39] and reported how climate change affects river flows [21][27][40]. Few studies have reported climate change effects on the average annual streamflow in the Mangla Watershed [32][41], however, the literature on the impact of future climate change on the annual and seasonal base flows and high flows in the watershed is missing. Moreover, investigation of the impact of future climate change on streamflow by considering the elevation band in watersheds is also missing. Previously, only biased corrections of the downscaled GCMs data had been performed without studying the different downscaling techniques.

    2. Model Calibration and Validation

    2.1. Model Calibration without Considering Elevation Bands

    The results of calibration and validation without considering elevation bands in Mangla watershed show a poor model performance, as represented in Figure 1. SWAT model calibration and validation performance evaluation indices, such as p-factor, r-factor, R2, NSE, and PBIAS, did not result in an acceptable range [42].

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    Figure 1. Comparison of simulated flow with the observed flow without considering elevation bands (calibration).

    Figure 1 depicts the poor correlation between observed and simulated flows, as these results were simulated without considering elevation bands. The results of calibration without considering elevation bands for p-factor, r-factor, R2, NSE, and PBIAS were 0.43, 1.46, 0.68, 0.46, and −32. The results of the model performance indices, such as p-factor, r-factor, R2, NSE, and PBIAS, show the poor performance of the model in the Mangla Watershed without the use of elevation bands. So, in this research we recommend the hydrological modeling researchers to consider precise elevation bands to obtain accurate simulated results.

    2.2. Calibration and Validation Considering Elevation Bands

    Calibration and validation results revealed a strong model performance that can be potentially utilized to investigate the impacts of climate change on stream outflows (Figure 2). A strong relationship between model-simulated and observed flows was exhibited, which shows a strong footing of the SWAT model for future flow projections. The values for p-factor, r-factor, R2, NSE, PBIAS are 0.77, 0.99, 0.80, 0.78, and 1.1, respectively. These results show the strong footing of the model for future prediction. The R2 value is 0.80, which shows a strong relationship between the simulated and observed flow. Pbias should be between −20 to +20, and for perfect model footing, it should be close to zero. The pbias value for calibration is closer to the ideal, which is 1.1, which shows a great model performance for future projections. The NSE value in SWAT-CUP results is 0.78, which also represents the accuracy of model calibration.

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    Figure 2. Comparison of simulated flow with observed flow considering elevation bands; calibration (up) and validation (down).

    The results of R2, NSE, pbias, p-factor, and r-factor, for calibration and validation, are presented in Table 1. These results depict that the SWAT model performance in the Mangla watershed is very strong [42].

    Table 1. Results of calibration and validation using the SUFI-2 algorithm.

    Statistical Parameters

    Base Run


    Final Run



    Coefficient of Determination (R2) 0.28 0.80 0.77
    Bias percentage (Pbias) 28.46 1.1 −8.2
    The efficiency of Nash–Sutcliffe (NSE) 0.59 0.78 0.66
    Percentage of gauged data wrapped by the simulated 95% uncertainty band (p-factor) 0.28 0.77 0.73
    Thickness of 95% uncertainty band (r-factor) 0.47 0.95 0.96

    The initial values of some parameters, such as curve number 2 for soil conservation services (CN2), the alpha factor for base flow in bank storage (days) (ALPHA_BF), delay in groundwater in days (GW_DELAY), the minimum depth of water in the shallow aquifer essential for backflow (mm) GWQMN, and groundwater revap coefficient (GW_REVAP), were taken from the literature [30]. The parameters used during the model calibration are shown in Table 6. The northern part of the Mangla Watershed is a partially snow-covered region [32] so some snow cover parameters, such as the temperature of snowfall (SFTM), the Base temperature of snowmelt (SMTMP), the maximum rate of snowmelt over a year (SMFMX), the minimum rate of snowmelt over a year (SMFMN), the minimum amount of snow water resembles 100% of snow cover (SNOCOVMX), and the volume of snow that corresponds to 50% of snow cover (SNO50COV), were also utilized. The minimum initial value given to SFTM is −5 and the maximum value given is 5. The parameter SNOCOVMX was initially set between 0 and 400, whereas the minimum and maximum values designated to SNO50COV were 0.1 and 0.6. More details about these parameters can be found in the user manual of SWAT-CUP_2012 [43].

    Table 6. Explanation of sensitive parameters, along with their initial and adopted values.

    Rank Parameter Description Initial Range Calibrated Value Sensitivity Analysis




    1 CN2 Curve number 2 for soil conservation services −0.4 0.2 0.09 1.75E-07 −5.69
    2 ALPHA_BF The alpha factor for base flow in bank storage (days) 0 0.6 0.5 0.659 −0.44
    3 GW_DELAY Delay in groundwater in days 90 200 118.05 0.124 −1.54
    4 GWQMN Minimum depth of water in the shallow aquifer essential for backflow (mm) 0 500 1.56 0.805 −0.25
    5 GW_REVAP Groundwater revap coefficient 0 0.2 0.16 0.939 0.08
    6 RCHRG_DP Deep percolation into the aquifer 0 1 0.37 0.243 −1.17
    7 CH_N2 Main channel’s manning (n) value 0 0.3 0.11 0.086 1.72
    8 CH_K2 Main channel’s effective hydraulic conductivity 5 100 77.53 0.954 −0.06
    9 ALPHA_BNK Bank storage base flow’s alpha factor (day) 0 1 0.98 0.283 1.08
    10 SOL_AWC Soil available water capacity −0.2 0.4 0.14 0.482 −0.7
    11 SOL_K Hydraulic conductivity of saturated soil −0.8 0.8 0.48 0.111 −1.6
    12 SOL_BD Bulk density of moist soil 0 1 0.87 0.419 −0.81
    13 SMFMX The maximum rate of snowmelt over a year 0 20 5.61 1.83E-08 8.87
    14 SMFMN The minimum rate of snowmelt over a year 0 20 3.19 0.06 −1.88
    15 SMTMP Base temperature of snowmelt (°C) −5 5 3.49 0.489 0.69
    16 SFTMP The temperature of snowfall (°C) −5 5 −2.15 2.48E-08 8.53
    17 TIMP Temperature lag factor for snowpack 0 1 0.32 0.845 −0.2
    18 TLAPS Lapse rate of temperature −20 20 −5.05 2.51E-06 −5.19
    19 PLAPS Lapse rate of precipitation −300 300 117.86 0.015 −2.43
    20 ESCO Soil evaporation compensation factor 0 1 0.68 0.436 −0.78
    21 SNOCOVMX The minimum amount of snow water resembles 100% of snow cover (mm) 0 400 302.76 0.38 −0.88
    22 SNO50COV The volume of snow that corresponds to 50% of snow cover 0.1 0.6 0.49 0.939 −0.08

    3. Performance Evaluation of The SWAT Model in Terms of Low and High Flows

    The simulated low streamflow and high streamflow by the SWAT model were compared with observed low stream flows and observed high streamflow, respectively. The results indicated a strong correlation coefficient of 0.94 and 0.98 for low and high streamflow, respectively. The values of the coefficient of determination (R2) also indicated that the SWAT model performed well in simulating low and high streamflow. The R2 values were 0.88 and 0.96 for low streamflow and high streamflow respectively. Figure 3 shows the comparison between observed and simulated low streamflow and observed and simulated high streamflow. The values of the coefficient of determination (R2) also represent that the observed and simulated low flows and observed and simulated high flows have a strong relationship. These indices depict that the SWAT model is performing well in simulating low flows and high flows.

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    Figure 3. Comparison of observed and simulated low streamflow (up) and observed and simulated high streamflow (down).

    4. Seasonal Change in Temperature and Precipitation

    The variation in mean seasonal rainfall is limited in spring and winter while shifting in rainfall is more during autumn and summer seasons for five GCMs. The rainfall during the moon-soon season is predicted to be more intense, while there will be a large increase in temperature; up to 8.4 °C. From Figure 4, it is concluded that in the 20th century the temperature is relatively less than in the 21st century; meanwhile, the temperature is increasing at a relatively steeper rate as compared with the previous period. In the year 1990, the average temperature of the whole watershed was 24.5 °C, whereas the expected average annual temperature for the 2030 scenario is 26.2 °C. It can be observed that there is almost a 1.7 °C increase in temperature in four decades. However, it can also be observed that in 2070, the average temperature will reach 29.54 °C, as there will be a rise of almost 3.34 °C in the next four decades. For 2100, the temperature will touch 32.08 °C, from which it can be observed that the temperature will rise to 2.54 °C during the period from 2070 to 2100. Considering RCP (4.5), it can be observed that temperature will tend to rise at a higher rate during the middle of the century, as compared to the end of the century.

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    Figure 4. The projected change in average temperature (°C) from 1990 to 2100.

    Figure 4 revealed the average temperature from 1990 to 2100 within the transboundary Mangla Watershed. The best adopted downscaling technique for the watershed, i.e., distribution mapping downscaling, was used to predict these results. Figure 4 represents that the maximum rise in temperature till 2100 will be 8.9 °C. It is a large increase in temperature which will definitely increase evapotranspiration and also cause glaciers to melt and will severely affect freshwater resources in the future.

    Figure 5 shows the projected change in precipitation (mm) over the Mangla watershed from the year 1990 to 2100. In 1990, there was less precipitation in most of the watershed, and it increases continuously in the future from 2021 to 2100. The northern part of the Mangla Watershed located at a higher altitude registered more rainfall as compared to the southern part of the watershed. In the late century, there will be more precipitation due to an increase in temperature. The increase in temperature ultimately causes evapotranspiration and precipitation to surge.

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    Figure 5. The projected change in average annual rainfall (mm) from 1990 to 2100.

    Figure 6 (a) shows the average annual precipitation of ensembled GCM models [44] from 1981 to 2010 under three downscaling techniques for the RCP 4.5 radiative forcing emission scenario. The average annual precipitation under change factor downscaling ranges from 3.2 mm to 5.5 mm. The average annual precipitation from ensembled model output ranges from 2.78 mm to 4.89 mm under distribution mapping downscaling, and 2.54 mm to 9.4 mm under linear scaling. Figure 9 (b) shows the GCMs ensembled average annual precipitation under RCP 8.5. The change factor downscaling ranges between 3.14 mm and 5.47 mm, distribution mapping ranges from 2.44 mm to 4.65 mm, and linear scaling ranges between 2.87 mm and 9.33 mm.

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    Figure 6. GCMs model ensembled average annual precipitation change from 1981 to 2100 under three downscaling techniques. (a) RCP 4.5, (b) RCP 8.5.

    Figure 7 shows the GCMs ensembled average temperature trends from 1981 to 2100. The temperature under both RCPs showed an increasing trend. Figure 7 (a) shows the change in Tmax and Tmin from 1981 to 2100 under the RCP 4.5 scenario. The increase in Tmax under change factor (CF) downscaling is 6.32 °C and an increase in Tmin is 5.45 °C. There is a 5.36 °C rise in Tmax and 4.34°C in Tmin under the distribution mapping downscaling technique. In linear scaling, there is a 3.92°C increase in Tmax and 2.78 °C in Tmin. Figure 7 (b) shows the change in Tmax and Tmin under the RCP 8.5 scenario. The Tmax and Tmin were increased by 7.89 °C and 6.85 °C respectively under change factor downscaling and RCP 8.5. In distribution mapping, the Tmax was increased by 7.79 °C, whereas the Tmin was increased by 7.74°C under RCP 8.5. The linear scaling downscaling has an increase of Tmax of 5.99°C and a Tmin of 5.37 °C.

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    Figure 7. GCMs ensembled average temperature from 1981 to 2100 under three downscaling techniques; (a) RCP 4.5, (b) RCP 8.5.

    The entry is from 10.3390/atmos11101071


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