The Inner Niger Delta (IND) is an important water source for agricultural water supply, fish production, and livestock breeding. It sustains the livelihoods of more than 3 million people and is a driver of the rural economy of Mali. However, the growing water demand and the anticipated effects of climate change cast some uncertainties on the future of the resources in the basin. In this research, the effects of projected climate change on the water resource in terms of streamflow were investigated using the semi-distributed catchment model Niger-HYPE. The model was first calibrated, validated, and then forced with future rainfall, temperature, and potential evapotranspiration (PET) to simulate the future streamflow for 2021–2050 under two Shared Socioeconomic Pathways (SSPs), namely SSP126 and SSP370. Results indicated a warmer and wetter climate in the basin with an increase in the mean annual rainfall, temperature, and PET on average by 6.5%, 1.25 °C, and 5.3%, respectively. The annual streamflow increased by 7% and 10% for SSP126 and SSP370, respectively. These results have many implications for water resource management in the basin. Adaptation and mitigation strategies are necessary to counter the negative impacts of an anticipated drier dry season.

  • Rainfall, temperature and evapotranspiration are projected to increase over the IND.

  • Much of the anticipated increase in rainfall happens during flood season, highlighting a possible intensification of hydrological extremes in the future.

  • A significant increase in streamflow at the inlet and outlet of the IND was observed.

  • The inland wetland is expected to experience more impact compared with other parts of the basin.

Since the 1980s, climate change has been a prominent topic of discussion by scientists. Questions such as, Why is the climate changing? What are the effects of greenhouse gases? How much of the increase in the atmosphere's CO2 concentration and temperature is human-induced? What are the possible impacts and the extent of these changes? Etc. have been the topic of numerous studies (IPCC 2001; Hitz & Smith 2004; Blöschl & Montanari 2010; Singh 2013; Roudier et al. 2014; Schramek & Harmeling 2017; Hagg et al. 2018; Vozinaki et al. 2018; Iltas et al. 2024). Vozinaki et al. (2018) investigated the hydrometeorological impacts of climate change in two Mediterranean river basins. They reported a significant increase in temperature and a decline in river discharge due to reduced precipitation. Iltas et al. (2024) reported similar projections for the Mediterranean Edremit Eybek Creek. In their assessment of climate change impact, Hagg et al. (2018) reported that a significant increase in annual runoff sums is expected under future climate conditions.

Climate change has become a reality aggravating the situation, specifically in parts of the world already suffering from water shortages and extreme events such as floods, hurricanes, droughts, and heat waves (Okpara et al. 2013). Africa, especially the Sahel region, is highly affected, with a rise in temperature of 0.2 °C per decade in the 1980s, increasing to 0.6 °C per decade at the end of the 20th century (Zwarts 2010). The observed increase in surface temperature has generally been more rapid in Africa than the global average. The IPCC Sixth Assessment Report (AR6) projects significant changes in the region, including continued climate warming, an increase in rainfall extremes, and reduced water availability driven by increased evaporation rates. By 2100, average temperatures in the region are expected to rise by 2–4 °C. Moreover, an increase in meteorological droughts, heavy precipitations, and river flooding is anticipated with high confidence (IPCC 2021). Climate affects the water resource systems of a river basin since it is part of the hydrological cycle. There is, therefore, a necessity to research, comprehend, and evaluate the possible effects of climate change on hydrologic regimes and climate-sensitive sectors such as water, energy, agriculture, fisheries, health, forestry, transport, tourism, and disaster risk management, inter alia.

Knowledge about future climate can be obtained from general circulation models (GCMs) combined with regional climate models (RCMs). However, different combinations of GCMs and RCMs can provide a large range of climate predictions, with specific large uncertainties over the Sahel region (Held et al. 2005; Thompson et al. 2016). This is affected by multiple competing mechanisms affecting rainfall. It is thus difficult to predict whether there will be more or less rainfall in the Sahel. Hulme (2001), in a comparative study, concluded that annual rainfall in the western Sahel would possibly remain at the same level, but that a decrease of 10%–40%, is more likely. Held et al. (2005) presented a climate model that captured several aspects of the 20th-century rainfall record in the Sahel. The model predicted that rainfall until 2020–2040 will remain at about the same low level as the last 20 years of the 20th century but will then gradually decrease by about 20% in the next 50–100 years, thus projecting a drier Sahel in the long-term future, primarily due to increasing greenhouse gases. Thompson et al. (2016) assessed the impact of climate change on a 2 °C increase in global mean temperature in the Upper Niger Basin (UNB) and the Inner Niger Delta (IND). They reported that, notwithstanding the considerable inter-GCM variations, the mean annual precipitation is predominantly projected to decrease (−24%) across the catchment, while all models agree on an increase (+4%) of the potential evapotranspiration (PET) for all sub-catchments. However, precipitation is projected to increase over the Delta in every month except January. In a follow-up study (Thompson et al. 2021), the authors assessed the impact of climate change on environmental flow using 12 GCM groups and the Ecological Risk due to the Flow Alteration method (ERFA). They reported a roughly equal number of GCM groups projecting an increase in river discharge as those projecting a decrease, and also an important inter-GCM variability in the ERFA-indicators change. Angelina et al. (2015) found that the mean annual flow at Koulikoro station would increase by about 7% (2026–2050), 1% (2051–2075), and 6% (2076–2100). Aich et al. (2014) investigated the future trends in average flows and indicators of extremes over 30-year periods during the first and second halves of the 21st century. They observed a trend toward increasing flows in three of the four basins studied, including the Niger River Basin (NRB). In summary, in this debate, it is important to note that however uncertain the future might be for the Sahel in general and for the NRB in particular, climate change is undoubtedly expected to have a significant impact not only on water resources but also on human society at large. The divergence in the findings emphasizes the need for more studies that may help to elucidate the climate change signal for the region's hydrology. This is important because the region is vulnerable to major hydro-climatic events and depends heavily on water supplies for economic development.

The IND has been the subject of various studies. However, the climate variables as well as the discharge time-series used in most published studies were limited to the period before 2000 (Oguntunde & Abiodun 2013; Angelina et al. 2015; Thompson et al. 2016, 2017). Yet, as argued by Ozer et al. (2003), the drought in the Sahel may have ended during the 1990s. Indeed, many researchers reported an increase in rainfall in the Sahel since the 1990s, i.e., recent rainfall amounts are found to be well above the 1961–1990 average (Olsson et al. 2005; Lebel & Ali 2009; Mahe et al. 2013; Sanogo et al. 2015; Nicholson et al. 2018). This wetting of the Sahel may skew any climate projection analysis if not considered. Therefore, as suggested by Ozer et al. (2003), including recent years such as the 2000–2010 decade would yield better precision. Moreover, little to no investigation of climate change impacts has been made in the NRB considering the recently developed Shared Socioeconomic Pathways (SSPs), which examine how global society, demographics, and economics, in short, socioeconomic factors, might change over the next century (Hausfather 2018). This is important, as population growth in the area will put pressure on land use and land cover and subsequently intensify the hydrological cycle.

This paper aims to contribute to the growing area of research by providing scientific evidence to substantiate the future impacts of climate change on the hydrology of the IND. This will help to improve understanding of potential future changes, assisting policymakers in designing adaptation and mitigation strategies. The paper is structured as follows: the information about the river basin, as well as, the various datasets and models used in the study are described in Section 2. The results are presented and discussed in Section 3. Some conclusions and recommendations are provided in the last section.

Study area

The study area, as delineated for this research, lies between longitudes 3°W and 12°W, and latitudes 9°N and 17°N. It encompasses the UNB and the IND and has an estimated area of 366,500 km2 (Figure 1). The climate of the region is under the control of the Inter-Tropical Convergence Zone (Zwarts et al. 2005). The difference in rainfall depth between the southwest (relatively wet) and the northeast (very dry) is very significant (Figure 1). In fact, the northern and southern parts exhibit distinct climatic characteristics. In the highlands, where a humid tropical climate is predominant, the zone experiences high rainfall, often exceeding 1,200 mm annually, concentrated in a single rainy season from April to October. The northern part of the basin (IND) lies in a semi-arid to arid climate zone. Rainfall is much lower, ranging between 200 and 700 mm annually, with a shorter rainy season typically from June to September. The PET in the basin is high, and its spatial variation is in the opposite direction to precipitation. It varies between 2,150 mm/year in the IND and 1,800 mm/year in the far southwest (Thompson et al. 2017). The river flow exhibits large intra-annual variability in common with most rivers in West Africa. During the rainy season, flows are relatively high, whilst in the dry season, flows are very small. The lowest discharges over the IND occur between March and June. From July (the beginning of the rainy season), the flow begins to rise rapidly and peaks in September. It, then, starts to decline slowly afterward.
Figure 1

The UNB and the IND. SLCs represent the soil and land use combinations or hydrological response units in other terms.

Figure 1

The UNB and the IND. SLCs represent the soil and land use combinations or hydrological response units in other terms.

Close modal

During the rainy season, the different types of natural wetlands in the basin (i.e., rivers, lakes, pools, and floodplains) join to form one body of water of 20,000–30,000 km2, creating a complex ecosystem in the IND. This vast seasonal floodplain, which is influenced by the Niger River, is of paramount importance to the rural economy of Mali. It is the driver of flood recession agriculture (especially rice, cotton, and wheat cultivation), fishing, and cattle herding in the area. However, it exerts a significant influence on the river flow. In fact, evaporation and seepage from this area cause a significant loss in the river discharge.Zwarts et al. (2005) reported that on average, 45% of the combined inflows to the IND at Ke-Macina and Beney-Kegny are lost. The magnitude of losses increases with larger inundation extents. The IND is also a biological hotspot. It is the largest reservoir of biological diversity in Mali and Africa more broadly. It was classified by UNESCO in February 2004 as a Ramsar World Heritage Site for Humanity (Gonet & Stausee 2004).

There are a couple of important water resource schemes in the basin that have different impacts on the river flow. There is the Sotuba hydropower dam (constructed in 1929 just below Bamako), the Sélingué dam (completed in 1982 on the Sakarani River), and the Markala dam (completed in 1945), which diverts water to irrigate the Office du Niger (ON), one of the biggest and most intensive irrigation schemes in West Africa. There are also plans for future dams. Future changes in the streamflow can thus be expected due to two main factors. First, the upstream water resources scheme, and second, climate-induced changes to precipitation and evapotranspiration, will likely impact river flows. The current study aims to assess the extent of climate-related changes in river flows. Throughout both the baseline and each scenario, the existing dams were simulated as being operational. Therefore, the differences between the scenarios and the baseline could be attributed to climate change.

Reference data

In situ weather data from 11 pluviometric stations located in the basin were collected from the National Meteorological Agency of Mali (MALI-METEO) for a data consistency check. They are comprised of monthly precipitation (rainfall) and temperature for the period 1981–2010. In addition, daily discharge data were also collected for the same period for the stations Mandiana, Pankourou, Koulikoro, Douna, Ké-Macina, and Diré. The hydrometric data were provided by the National Directorate of Hydraulics of Mali (Direction Nationale de l'Hydraulique DNH). The missing data were filled before any processing, using the Multivariate Imputation by Chained Equations (MICE) with the Python Sklearn library. MICE is a machine-learning method that inputs the multivariate missing data in a dataset through an iterative series of predictive models (Azur et al. 2011). Due to the very limited spatial allocation of meteorological stations, gridded daily rainfall and temperature data for all 149 subbasins (Figure 1) were sourced from CHIRPS (Funk et al. 2015) and WFDEI (Weedon et al. 2014), respectively. Numerous research studies have validated these datasets in many parts of the world (Raimonet et al. 2017; Wu et al. 2019; Aksu & Akgül 2020; Gupta et al. 2020; Shen et al. 2020; Bamweyana et al. 2021; López-Bermeo et al. 2022). These gridded datasets have also been used in the West African region and have been proven reliable (Andersson et al. 2017; Dembélé et al. 2020; Kwawuvi et al. 2022).

Climate change scenarios and models

In climate research, socioeconomic and emission scenarios are used to provide plausible descriptions of how the future may evolve in terms of a variety of variables, such as socioeconomic change, technological change, energy, land use, greenhouse gas, and air pollutant emissions (Van Vuuren et al. 2011). The research community has developed many climate scenarios over the years. The most internationally used scenarios are the RCPs, which superseded the Special Report on Emissions Scenarios, and the recently developed SSPs. This research used climate simulation data taken from a combination of the sixth phase of the Coupled Model Intercomparison Project (CMIP6) (O'Neill et al. 2016). The models were statistically downscaled from 2° to 0.5° spatial resolution by the Inter-Sectoral Impact Model Intercomparison Project (ISIMIP3b), an initiative that provides cross-sectorally consistent projections of the impacts of different levels of global warming in the 21st century (Lange 2019). The models were selected to capture all the ranges of equilibrium climate sensitivity (ECS) (Sherwood et al. 2020). ECS defines the sensitivity of the global climate to radiative perturbation and has been used for four decades to estimate the sensitivity of global mean surface temperature to a doubling of atmospheric CO2. While the likely range of the ECS has been 1.5–4.5 °C, a significant number of CMIP6 models exhibit greater values. Table 1 provides a detailed description of the ten climate models incorporated into the multi-model ensemble. These selected climate models were also used in previous research studies in West Africa (Yangouliba et al. 2022; Kwawuvi et al. 2023). Because CMIP6 historical simulations stopped in 2014, for each model, daily minimum, mean, and maximum temperature and daily precipitation were collected for the historical period (1981–2010) and the near future period (2021–2050). The near future was selected as this is more relevant for policymakers, whose focus is primarily on the near-time climate change implications.

Table 1

Climate models used in the analysis

No.Climate modelModeling institutionECS (°C)
CanESM5 Canadian Centre for Climate Modelling and Analysis (CCCma), Canada 5.6 
CNRM-CM6-1 Centre National de Recherches Météorologiques, France 4.9 
CNRM-ESM2-1 Centre National de Recherches Météorologiques, France 4.8 
EC-Earth3 European Consortium for High-Resolution Weather Forecasts (ECMWF), UK 4.3 
GFDL-ESM4 NOAA Geophysical Fluid Dynamics Laboratory (GFDL), USA 2.7 
IPSL-CM6A-LR Institut Pierre-Simon Laplace (IPSL), France 4.6 
MIROC6 University of Tokyo, National Institute for Environmental Studies, Japan Agency for Marine-Earth Science and Technology, Japan 2.6 
MPI-ESM1-2-HR Max Planck Institute for Meteorology (MPI-M), Germany 3.0 
MRI-ESM2-0 Meteorological Research Institute (MRI), Japan 3.1 
10 UKESM1-0-LL UK Met Office Hadley Centre, UK Earth System Modelling (UKESM), UK 5.4 
No.Climate modelModeling institutionECS (°C)
CanESM5 Canadian Centre for Climate Modelling and Analysis (CCCma), Canada 5.6 
CNRM-CM6-1 Centre National de Recherches Météorologiques, France 4.9 
CNRM-ESM2-1 Centre National de Recherches Météorologiques, France 4.8 
EC-Earth3 European Consortium for High-Resolution Weather Forecasts (ECMWF), UK 4.3 
GFDL-ESM4 NOAA Geophysical Fluid Dynamics Laboratory (GFDL), USA 2.7 
IPSL-CM6A-LR Institut Pierre-Simon Laplace (IPSL), France 4.6 
MIROC6 University of Tokyo, National Institute for Environmental Studies, Japan Agency for Marine-Earth Science and Technology, Japan 2.6 
MPI-ESM1-2-HR Max Planck Institute for Meteorology (MPI-M), Germany 3.0 
MRI-ESM2-0 Meteorological Research Institute (MRI), Japan 3.1 
10 UKESM1-0-LL UK Met Office Hadley Centre, UK Earth System Modelling (UKESM), UK 5.4 

Bias correction of the models

The efficiency of the models (as compared with the observed data) was first assessed for the baseline (historical) period (1981–2010). For this purpose, the Taylor diagram was used to compare the simulated historical rainfall with the observed (reference) rainfall on a monthly scale. Some basic statistical indicators of fit, such as the correlation and the root mean square error , were used to evaluate the models' performance.

On the need for bias correction of climate models, Christensen et al. (2008) note that an application of a simple bias correction to each model of an ensemble would possibly reduce the spread among the models' projected climate-change signals. In this research, the individual model outputs (temperature and precipitation) were corrected using the distribution method of quantile mapping (QM). This method has been proven in previous studies to be effective and even outperform other methods, especially for the analysis of precipitation data (Luo et al. 2018).

Hydrological modeling

Many models have been developed for hydrological studies, and very limited consensus exists on which model is best or most applicable. The choice of a specific model is, therefore, based on the purpose for modeling, the priorities, the limitations of data availability, time, and budget for model help. For the present study, the semi-distributed catchment model Hydrological Predictions for the Environment (HYPE) was used for the hydrological modeling. Developed by the Swedish Meteorological and Hydrological Institute (SMHI), HYPE is a small-scale and large-scale hydrological model capable of simulating daily fluxes and turnover of water, nitrogen and phosphorus (Lindström et al. 1997). The model divides the landscape into classes based on soil type, land use, and elevation (i.e., soil type–land use combinations, SLCs). HYPE was developed in 2003, applied to the entirety of Sweden in 2008, then to other continents, and finally to the entire world (Arheimer et al. 2020). In hydrological studies, usually, a single model is developed and applied to different regions, assuming the model is generic enough to handle the differences. However, there is a danger in applying a model off the shelf because the model may not be able to represent the dominant hydrological processes of the new region, a region for which the model was not first developed. To tackle this challenge for the NRB, SMHI and the Regional Centre AGRHYMET proposed a refinement of the HYPE model concept for the Niger basin. The model was set up using readily available large-scale datasets such as HydroSHEDS (Lehner et al. 2008), GlobCOVER (Arino et al. 2008), Harmonized World Soil Database (FAO et al. 2012), and WISE (Batjes 2012). More details about the model setup can be found in Andersson et al. (2017). Andersson et al. (2017) reported that the resulting model (Niger-HYPE) performed significantly better across the Niger basin. In this research, the Niger-HYPE was, therefore, applied. The model was calibrated, validated, and then forced with future rainfall, temperature, and PET to simulate the future daily streamflow. The daily discharge data were used as the basis for calibration and validation. Previous research studies suggest that long calibration periods of hydrological models could be beneficial for large datasets, such as future scenarios (Al-Safi & Sarukkalige 2017). Therefore, all the datasets for the six hydrometric stations were used in the process. The first five years of the dataset (1981–1985) have been used for model initiation (warm-up period), the next 15 years (1986–2000) for calibration, and the last ten years (2001–2010) for validation. The calibration was performed using the Differential Evolution Markov Chain (DEMC) automatic optimization method. DEMC is often used for HYPE calibration due to its speed and convergence. Detailed information on the DEMC method can be found in Braak (2006). The calibrated parameters consisted of general parameters (damp, epotdist, gldepi, krs, limqprod, lp, pcelevadd, pcelevth, pcelevmax, rivvel, sswcorr, tcobselev, and tcalt), soil-dependent parameters (wcfc, wcep, wcwp, srrate, rrcs, and mperc) and land-use-dependent parameters (kc and srrcs). More details about the parameters can be found in the HYPE file reference.

Performance indicators

The performance of the models was evaluated using different evaluation criteria inter alia the Nash–Sutcliffe efficiency (), Kling–Gupta efficiency (), Pearson correlation (), percent bias (), mean absolute error (), , and accumulated volume error (). The calculation of these criteria is given by Equations (1)–(6) (Cramér 1999; Liu 2020). ranges from –∞ to 1, with 1 indicating a perfect fit. A value of 0 implies that the model has the same predictive skill as the average of the data. R ranges from −1 to +1, with +1 indicating a positive correlation, 0 indicating no correlation, and −1 suggesting a negative correlation. is the standard deviation of the residuals, and it indicates how close the data is to the line of best fit. is always positive, and a result of 0 indicates a perfect match. is generally interpreted in the range of −100% to 100% although it is theoretically unlimited. Values closer to 0 indicate better fit while larger absolute values indicate greater bias in the model predictions. measures the average absolute deviation between the predicted and observed values, and is interpreted relative to the scale of the observed data. Lower values indicate a better fit.
(1)
(2)
(3)
(4)
(5)
(6)
where c is the computed values, is the mean of the computed values, r is the recorded values, is the mean of the recorded values, i is the index for time steps with observations in a time series of a station, is the number of values in a time series of a station, a is the sum of upstream areas.

Trend analysis

A statistical trend analysis was performed on the different climate variables (temperature, rainfall, and PET) for the historical period. The PET was estimated by the hydrological model using the modified Hargreaves–Samani method. It is a temperature-based method and a simplified alternative to the FAO Penman–Monteith method. More details about the method are available at Hargreaves & Samani (1985). For the purpose of trend analysis, a modified version of the Mann–Kendall (MK) test and the Discrete Wavelet Transform (DWT) method were used. The literature avails a wide range of methods for trend detection in time-series data. There are the MK tests and the regression analyses, among others. Regression analysis is best suited to time series with a normal distribution. The original MK test is known to be sensitive to data dependence, which is typical of hydrometeorological time-series (Abebe et al. 2022). These dependencies in the form of serial correlation or seasonal relationships could lead to a biased analysis. Numerous modifications of the original MK test have been proposed in the literature to tackle the issues of autocorrelation, seasonality, and serial dependence factors in datasets. In this study, the modification proposed by Hamed & Rao (1998), which accounts for seasonality and autocorrelation factors in the dataset, has been applied. The analysis was performed using the Python library pyMannKendall (Hussain & Mahmud 2019).

A second approach used is the DWT, which is a relatively new tool for trend detection studies. It essentially decomposes the time series into a limited number of elementary series depending on both time and frequency (Pandey et al. 2017). A key feature of the wavelet analysis is its ability to reveal various features of a time series, such as trends, periodicity, discontinuities, and change points. The Python library PyWavelets (Lee et al. 2019) was used to perform the wavelet analysis. It consisted of three steps: (1) identifying the mother wavelet to be used for decomposition, (2) establishing the level of decomposition, and (3) determining the signal extension mode. More details about the different steps can be found in Abebe et al. (2022). The library has 14 predefined mother-wavelet families, each with several subcategories. The diversity of the wavelets enables the identification of a wavelet that best fits the features of the signal (time series). In this study, the Daubechies (db) wavelet was chosen over other wavelet families because it is argued to be the most common smooth mother-wavelet for hydrometeorological study (Pandey et al. 2017).

The future change of the different variables relative to the baseline period was also assessed for the two scenarios.

Data performance and bias correction

On the monthly scale from 1981 to 2010, the statistics showed a good correlation between the satellite data products and the observed datasets. As shown in Table 2, in most stations the satellite products tended to underestimate rainfall and overestimate temperature. Overall, the datasets showed a good correlation, and the biases can be neglected considering −20% to +20% as an acceptable performance range for satellite products as suggested by Moriasi et al. (2007). Therefore, the CHIRPS and WFDEI datasets were used as reference datasets for the analysis.

Table 2

Efficiency and bias of observed and satellite datasets at the monthly scale

StationLatitudeLongitudeRainfall
Temperature
NSEBiasNSEBias
Bamako 12.5 −8.0 0.93 0.05 0.97 0.01 
Bougouni 11.4 −7.5 0.9 −0.08 0.95 0.02 
Dioura 14.8 −5.3 0.95 0.01 0.96 0.1 
Tenenkou 15.2 −4.4 0.91 −0.12 0.95 0.08 
Koutiala 12.4 −5.5 0.91 0.15 0.94 0.05 
Mopti 14.5 −4.1 0.94 −0.13 0.92 −0.02 
Niafunke 15.9 −4.0 0.9 −0.09 0.95 0.04 
Niono 14.3 −6.0 0.94 −0.06 0.98 0.01 
San 13.3 −4.8 0.92 −0.12 0.93 0.08 
Segou 13.4 −6.2 0.89 −0.15 0.95 0.07 
Sikasso 11.4 −5.7 0.96 −0.01 0.97 −0.01 
StationLatitudeLongitudeRainfall
Temperature
NSEBiasNSEBias
Bamako 12.5 −8.0 0.93 0.05 0.97 0.01 
Bougouni 11.4 −7.5 0.9 −0.08 0.95 0.02 
Dioura 14.8 −5.3 0.95 0.01 0.96 0.1 
Tenenkou 15.2 −4.4 0.91 −0.12 0.95 0.08 
Koutiala 12.4 −5.5 0.91 0.15 0.94 0.05 
Mopti 14.5 −4.1 0.94 −0.13 0.92 −0.02 
Niafunke 15.9 −4.0 0.9 −0.09 0.95 0.04 
Niono 14.3 −6.0 0.94 −0.06 0.98 0.01 
San 13.3 −4.8 0.92 −0.12 0.93 0.08 
Segou 13.4 −6.2 0.89 −0.15 0.95 0.07 
Sikasso 11.4 −5.7 0.96 −0.01 0.97 −0.01 

The Taylor diagram shown in Figure 2 illustrates the performance of the different climate models and their ensemble mean, as compared with the reference datasets. The correlation between the models and the observation was greater than 0.8, except for the CNRM-CM6-1 model, which is slightly under 0.8. The standardized deviation was below 1.6, and CNRM-CM6-1, again, showed a high deviation (1.51), demonstrating the weak performance of the model compared with other models. Among the individual models, UKESM1-0-LL and MIROC6 performed best, with 0.88 and 0.85 as the respective correlation coefficients. It is worth noting that, overall, the models' ensemble mean performed best compared with individual models. It showed the highest correlation (0.93) with the observed rainfall and the lowest variation (1.28). This demonstrates the robustness of the multi-model ensemble. These results are in agreement with those of Kwawuvi et al. (2022), who reported that using a multi-model ensemble significantly improved the representation of rainfall characteristics in the Oti River Basin, West Africa. Akinsanola et al. (2018) also evaluated the efficiency of nine GCMs for their reproducibility of the key features of rainfall climatology over West Africa and concluded that using a multi-model ensemble mean has resulted in a better representation of rainfall characteristics across the research domain. Priority was therefore given to the ensemble mean for the rest of the work.
Figure 2

Taylor diagram of the mean monthly rainfall across the basin.

Figure 2

Taylor diagram of the mean monthly rainfall across the basin.

Close modal
Figure 3 shows the mean monthly precipitation for the reference datasets, the raw models' ensemble mean (uncorrected GCM), and the bias-corrected models' ensemble mean (corrected GCM). The graphs represent the mean monthly values of daily precipitation averaged over all Januarys, Februarys that are part of the 30-year period (1981–2010). It can be observed that the bias correction has improved the representation of the monthly rainfall patterns. In fact, the KGE value between the raw models' ensemble mean and the observation is 0.72. However, after correction, the KGE value between the corrected models' ensemble and the observation was 0.95, demonstrating a significant improvement. The results are in good agreement with the study of Teutschbein & Seibert (2012), who investigated the performance of six different bias-correction methods (linear scaling, variance scaling, local intensity scaling, power transformation, distribution mapping, and delta-change) on precipitation and temperature and concluded that distribution mapping (which includes QM) was found to be the best correction method. The bias-corrected models were thus deemed reliable for the analysis.
Figure 3

Comparison of the observed, uncorrected, and corrected rainfall over the baseline period (1981–2010). The values represent the average over the basin.

Figure 3

Comparison of the observed, uncorrected, and corrected rainfall over the baseline period (1981–2010). The values represent the average over the basin.

Close modal

Trend of variables over the baseline period

The evolution of the basin's annual rainfall, temperature, and PET are presented in Figures 4(a)–4(c), respectively. The subset figures show the mean monthly values of the same variables over the baseline period. The mean annual rainfall, temperature, and PET were, respectively, 996 mm/year, 27.4 °C, and 1,780 mm/year. It is apparent from the figures that the different variables are generally increasing throughout the years.
Figure 4

Reference (a) annual rainfall, (b) temperature and (c) and PET. The values represent the average over the basin. The subset figures represent the mean monthly variables, which represent the mean of daily variables averaged over all Januarys, Februarys that are part of the 30-year period (1981–2010).

Figure 4

Reference (a) annual rainfall, (b) temperature and (c) and PET. The values represent the average over the basin. The subset figures represent the mean monthly variables, which represent the mean of daily variables averaged over all Januarys, Februarys that are part of the 30-year period (1981–2010).

Close modal

The results of the DWT and the MK trend analyses of the monthly and annual rainfall, temperature, PET, and discharge confirmed the existing trend in the dataset. The results, as shown in Table 3, showed a positive trend for all variables. The MK test was conclusive at the 95% confidence interval for both the monthly and the annual scales. For some variables, such as temperature and discharge, the test was statistically significant even at higher confidence intervals (99%). These findings corroborate the general assertion that the Sahel has been going through a wetting process since the mid-1990s, which often is accompanied by an increase in vegetation in some areas, in part due to an increase in precipitation (Nicholson 2005; Olsson et al. 2005; Lebel & Ali 2009; Sanogo et al. 2015). In fact, the Sahel experienced a wet period during the 1950s and 1960s. Starting from the 1970s, rainfall began to decrease, and the decrease intensified in the 1980s. This period is known as La Grande Sécheresse (the Great Drought) in West Africa. Since the mid-1990s, rainfall is reported to be on the increase again. Sanogo et al. (2015), for instance, investigated rainfall trends in West Africa for the period 1980–2010 using daily and monthly rainfall data from 167 and 254 stations, respectively. They reported that the majority of stations in the Sahel demonstrated a statistically significant increasing trend in annual totals. The largest recovery was observed during the flood period (August–October). They also highlighted an increase in extreme rainfall events. The observed trends in the present study are also in line with reports from Aires et al. (2014), who assessed climate change's impact on four representative basins in Africa, namely the Niger, Upper Blue Nile, Oubangui, and Limpopo basins. They reported a distinct temperature and evapotranspiration rise and a significant increase in streamflow across the Niger basin. However, it is worth noting that the observed increase may be the result of a shift in monthly rainfall patterns. For instance, localized instances of intense rainfall will result in an increase in total rainfall but will also lead to inundations, as has been observed in many places in recent years. The devastation caused by heavy rainfall in Niamey in 1998 and the flooding of Dakar, Saint Louis, and Kaolack in Senegal in 1999 and 2000 are some instances of these extremes in the Sahel region (Ozer et al. 2003).

Table 3

The results of the MK and DWT trend analysis over the reference period

VariableMK trend directionSen's slope (per year)DWT trend directionDWT trend magnitudea
Precipitation (mm) Increasing 3.69 Increasing 238 
Temperature (°C) Increasing 0.02 Increasing 0.94 
PET (mm) Increasing 1.62 Increasing 69 
VariableMK trend directionSen's slope (per year)DWT trend directionDWT trend magnitudea
Precipitation (mm) Increasing 3.69 Increasing 238 
Temperature (°C) Increasing 0.02 Increasing 0.94 
PET (mm) Increasing 1.62 Increasing 69 

aTotal change in the trend over the dataset.

Performance of the Niger-HYPE model

Figures 5(a) and 5(b) show the comparison between the observed and the modeled discharge (flow duration curve, mean monthly discharge over the simulation period, and daily discharge) at the Diré gauging station for the calibration and validation periods, respectively. Comparing the two hydrographs, a consistent underestimation of low flow can be observed. A similar underestimation by the HYPE model has been reported by Schönfelder et al. (2017). As can be seen from the figure, the calibration and validation results show a good level of model performance. The KGE and the NSE for both calibration and validation are 0.88, 0.79, and 0.82, 0.84, respectively. Table 4 presents the performance criteria for all the gauging stations. The results are comparable with the findings of Schönfelder et al. (2017), who applied HYPE in a relatively small basin in Norway. They reported KGE values in the range of 0.70 and 0.83 for calibration and validation. Moreover, the model performed better compared with the model calibrated by Andersson et al. (2017) for the entire NRB. This might be because some of the data used in the present study are more representative due to the smaller size of the investigated area compared with the NRB in its entirety. In fact, larger size means more variability in the basin response, which the model might fail to represent. Overall, the good performance of the model suggests that it can be used to effectively simulate the basin's future discharge. As argued by Moriasi et al. (2007), model simulation for discharge can be judged as satisfactory if NSE > 0.50.
Table 4

Comparison of NSE and PBIAS of calibration and validation time-series for the different stations

StationCalibration
Validation
NSEPBIAS (%)NSEPBIAS (%)
Mandiana 0.77 30.10 0.77 0.10 
Pankourou 0.60 0.60 0.39 35.00 
Douna 0.63 7.10 0.54 −29.10 
Koulikoro 0.80 1.30 0.74 −5.60 
Ke-Macina 0.74 17.70 0.68 4.90 
Diré 0.79 −2.10 0.84 −14.50 
StationCalibration
Validation
NSEPBIAS (%)NSEPBIAS (%)
Mandiana 0.77 30.10 0.77 0.10 
Pankourou 0.60 0.60 0.39 35.00 
Douna 0.63 7.10 0.54 −29.10 
Koulikoro 0.80 1.30 0.74 −5.60 
Ke-Macina 0.74 17.70 0.68 4.90 
Diré 0.79 −2.10 0.84 −14.50 
Figure 5

Observed and simulated streamflow at the Diré station for the (a) calibration and (b) validation periods.

Figure 5

Observed and simulated streamflow at the Diré station for the (a) calibration and (b) validation periods.

Close modal

Future climate projections

Table 5 provides the results of the comparison between the projected climate and the baseline rainfall, temperature, and PET. During the baseline period (1981–2010), the mean rainfall was 996 mm/year, the temperature was 27.4 °C and the PET was 1,780 mm/year. Both scenarios predicted an increase in all variables. As seen in the table, the results showed a clear increase in rainfall and a rise in temperature and PET across the basin. The multi-model ensemble mean predicted an increase of 5.6% and 7.4% in the mean annual rainfall under SSP126 and SSP370, respectively. These changes are corroborated by Thompson et al. (2016), who reported a mean annual change of 2.8%–6.4% in PET. Figures 6(a)–6(c) provide detailed insight into the monthly change for the rainfall, temperature, and PET for both scenarios. For rainfall change, the majority of the models predicted an increase for all months except May and June, where there is a slight decrease. This can be explained by the fact that during the dry season, there is very little to no rain, so the models might fail to efficiently capture a change during this period of the year. In summary, it should be noted that the increase in rainfall mostly happens during the flood season. In fact, a slight decrease was observed during the dry season while a wetter rainy season was expected. A similar result was reported by Angelina et al. (2015), who investigated the changes to the flow regime on the Niger River under climate change. For temperature, all models predicted an absolute increase for all months, leading to the majority of the models also predicting an increase in evapotranspiration for all months.
Table 5

Overview of mean rainfall (P), temperature (T), and PET across the basin for the future period relative to the baseline period

VariableBaselineSSP126SSP370
P (mm/year) 996 1,052 1,070 
Change in P (%)  +5.6 +7.4 
T (°C) 27.4 28.6 28.7 
Change in T (°C)  +1.20 +1.30 
PET (mm/year) 1,780 1,871 1,879 
Change in PET (%)  +5.1 +5.6 
VariableBaselineSSP126SSP370
P (mm/year) 996 1,052 1,070 
Change in P (%)  +5.6 +7.4 
T (°C) 27.4 28.6 28.7 
Change in T (°C)  +1.20 +1.30 
PET (mm/year) 1,780 1,871 1,879 
Change in PET (%)  +5.1 +5.6 

Note. The values represent the average of the climate normal considered in the study (1980–2010 for the baseline run and 2021–2050 for the future run). All the SSP values represent the ensemble mean of the ten models.

Figure 6

Absolute change of (a) monthly rainfall, (b) temperature and (c) PET for the future period (2021–2050) relative to the baseline period (1981–2010). SSP126 is on the left and SSP370 on the right. The red color indicates the number of models and amplitude of decrease, while the blue color indicates the number of models and amplitude of increase.

Figure 6

Absolute change of (a) monthly rainfall, (b) temperature and (c) PET for the future period (2021–2050) relative to the baseline period (1981–2010). SSP126 is on the left and SSP370 on the right. The red color indicates the number of models and amplitude of decrease, while the blue color indicates the number of models and amplitude of increase.

Close modal
Figures 7(a)–7(c) highlight the spatial variation of the rainfall, temperature, and PET change for the future period relative to the baseline period. The rainfall and the evapotranspiration are expressed in relative change (%), while the temperature is expressed in absolute change (°C). The maps show an increase in all subbasins for all variables. The three variables exhibit heterogeneous spatial patterns, with a higher increase in the southern areas compared with the northern regions of the basin. The IND exhibits a remarkably higher increase compared with other parts of the basin. During the baseline period, rainfall in the IND was 437 mm/year and was projected to increase to about 496 mm/year (+13.5%) under SSP126, whereas under SSP370 an increase of about 18.3% is anticipated. For temperature, a substantial increase of 1.20 and 1.30 °C is expected by the end of 2050 under SSP126 and SSP370, respectively. This increase in temperature is projected to cause a significant increase in future PET relative to the baseline period. An increase of approximately 27% and 37% in PET is anticipated under SSP126 and SSP370, respectively. These findings indicate that the IND is likely to experience more pronounced impacts from the elevated greenhouse gases (GHGs) in the future compared with the other parts of the basin. While the projected increase in rainfall may initially appear beneficial for the IND, its positive effects are expected to be offset by the significant rises in temperature and PET. As a wetland, the IND is particularly sensitive to hydrological changes, making it highly vulnerable to these shifts. Such alterations are anticipated to reduce water availability during dry seasons and exacerbate inundation during wet periods. These hydrological disturbances could lead to habitat degradation, biodiversity loss, and disruptions to the critical ecosystem services provided by the IND.
Figure 7

Spatial variation of changes in (a) rainfall, (b) temperature and (c) PET for the future period (2021–2050) relative to the baseline period (1981–2010). SSP126 is on the left and SSP370 on the right. All the changes are positive.

Figure 7

Spatial variation of changes in (a) rainfall, (b) temperature and (c) PET for the future period (2021–2050) relative to the baseline period (1981–2010). SSP126 is on the left and SSP370 on the right. All the changes are positive.

Close modal

Overall, all scenarios agree on a significant increase in the different hydro-climatic variables, with SSP370 always predicting a greater increase. In most cases, PET and rainfall increase every month, and where decreases do occur, they are limited to a few months when the values of the variables are relatively low. Although climate change predictions in the Sahel are not always conclusive, particularly for rainfall, many studies have concluded that an increase is a likely plausible outcome (Oguntunde & Abiodun 2013; Thompson et al. 2016; IPCC 2021). The IPCC Sixth Assessment Report (AR6) reported continued climate warming, an increase in rainfall extremes, and an increase in evaporation rates in the study area (IPCC 2021). Oguntunde & Abiodun (2013) reported that in all months and seasons, a typically warmer climate is anticipated over the NRB, which reflects the findings of the present study. Thompson et al. (2016) reported that rainfall over the Inner Delta is projected to increase every month except for an already dry January. The findings are also consistent with the predictions made by the Climate Information Portal (SMHI 2024), developed by SMHI on behalf of the World Meteorological Organization, the World Climate Research Programme, and the Green Climate Fund. The portal predicted an increase of about 8.6% and 0.80 °C in rainfall and temperature, respectively, for the Segou region. This overall increase in rainfall will possibly lead to an increase in streamflow.

Future streamflow projections

Given the good performance of the model, it was deemed reliable for assessing the impacts of climate change on future river flows. The model was, therefore, forced with the baseline and the future data for the two scenarios (SSP126 and SSP370). Table 6 provides the mean, the Q5 (discharge equaled or exceeded 5% of the time), and Q95 (discharge equaled or exceeded 95% of the time) discharges at the inlet (Ké-Macina and Douna) and the outlet of the IND (Diré). All flows revealed an increase under both scenarios. Under SSP126, at the entrance of the IND, the mean discharge is expected to increase by 13.8% and 19.3% at Ké-Macina and Douna stations, respectively. For SSP370, the change is slightly higher with 16.4% and 33.7% at Ké-Macina and Douna stations, respectively. At the outlet of the IND (Diré station), the mean discharge is anticipated to increase by 7.3% and 9.8% under SSP126 and SSP370, respectively. Relative to the baseline period, an increase of about 5.2% and 6.2% in the Q95 discharge is anticipated under SSP126 and SSP370, respectively. These findings are comparable to the general statistics reported by Roudier et al. (2014). They reviewed climate change impacts on runoff in West Africa based on 19 published studies and observed that a significant positive change of about 6.1% is expected in the Niger River flows. An interesting finding here was that the increase at the outlet is about half the increase at the inlet. This seems to suggest that multiple processes within the wetland are the cause of this reduction. In essence, in the future, processes such as evaporation would be further exacerbated in the IND as compared with other parts of the basin.

Table 6

Future streamflow statistics at the inlet and outlet of the IND

DischargeObservedBaselineSSP126
SSP370
value (m3/s)value (m3/s)Value (m3/s)Change (%)Value (m3/s)Change (%)
Ké-Macina Station 
Q5 (m3/s) 26.59 67.99 81.29 19.6 105.82 55.6 
Qmean (m3/s) 885.09 993.77 1,131.38 13.8 1,156.89 16.4 
Q95 (m3/s) 3,501.00 3,921.93 4,384.35 11.8 4,500.65 14.8 
Douna Station 
Q5 (m3/s) 0.00 20.63 24.00 16.3 25.38 23.0 
Qmean (m3/s) 291.45 271.29 323.74 19.3 362.84 33.7 
Q95 (m3/s) 1,218.77 1,192.68 1,465.63 22.9 1,663.07 39.4 
Diré Station 
Q5 (m3/s) 2.60 0.00 0.00 0.00 
Qmean (m3/s) 733.30 690.45 740.98 7.3 758.02 9.8 
Q95 (m3/s) 1,969.00 1,702.01 1,789.70 5.2 1,807.56 6.2 
DischargeObservedBaselineSSP126
SSP370
value (m3/s)value (m3/s)Value (m3/s)Change (%)Value (m3/s)Change (%)
Ké-Macina Station 
Q5 (m3/s) 26.59 67.99 81.29 19.6 105.82 55.6 
Qmean (m3/s) 885.09 993.77 1,131.38 13.8 1,156.89 16.4 
Q95 (m3/s) 3,501.00 3,921.93 4,384.35 11.8 4,500.65 14.8 
Douna Station 
Q5 (m3/s) 0.00 20.63 24.00 16.3 25.38 23.0 
Qmean (m3/s) 291.45 271.29 323.74 19.3 362.84 33.7 
Q95 (m3/s) 1,218.77 1,192.68 1,465.63 22.9 1,663.07 39.4 
Diré Station 
Q5 (m3/s) 2.60 0.00 0.00 0.00 
Qmean (m3/s) 733.30 690.45 740.98 7.3 758.02 9.8 
Q95 (m3/s) 1,969.00 1,702.01 1,789.70 5.2 1,807.56 6.2 

Note. The values represent the average of the climate normals considered in the study (1980–2010 for the baseline run and 2021–2050 for the future run). All the SSP values represent the ensemble mean of the ten models.

A possible explanation for the overall increase in the discharge may be the increase in rainfall as discussed in the previous section. In this regard, Roudier et al. (2014) observed that variations in runoff are strongly correlated with variations in rainfall, and to a lesser extent, with variations in PET. This confirms evidence of changes in hydrological responses consistent with observed changes in rainfall. Another possible explanation may be the increasing land use change in the basin. Continuous expansion of agricultural lands and desertification contribute to an increased runoff, which in turn leads to increased discharges.

Figure 8 displays the relative change in mean daily discharge at the inlet (Ké-Macina and Douna) and outlet (Diré) of the IND under the two scenarios. The larger size of the interquartile range and the larger distribution of 25th and 75th percentiles of SSP370 demonstrate the greater change under SSP370 compared with SSP126, especially for the outlet of the basin. Indeed, 75% of the data predicts a relative change of about +22% under SSP370, while the predicted change is only about 16% under SSP126. Because SSP370 is relatively more pessimistic than SSP126 in terms of radiactive forcing (i.e., 2.6 W/m2 by 2100 for SSP126 and 2.6 W/m2 by 2100 for SSP370), this finding seems to suggest that higher GHGs might cause a higher increase in rainfall and subsequently in discharge over the basin. Overall, a higher increase is expected under SSP370 compared with SSP126. Figure 9, for instance, illustrates the mean monthly discharge at the outlet of the basin for the baseline and the two scenarios. In addition, consistent with the seasonal change in rainfall, the increase in discharge was more pronounced during flood season. It is worth noting that at the monthly scale, a higher number of models (six out of ten) predicted a decrease in streamflow for June and July for all stations. This will have negative impacts on economic activities as these months also correspond to the cessation of the dry season and the onset of the rainy season in the Sahel region (Sanogo et al. 2015), where many water bodies are almost dried out.
Figure 8

Relative change of daily water discharge at the inlet (Ké-Macina and Douna) and outlet (Diré) of the IND for the future (2021–2050) relative to the baseline period (1981–2010).

Figure 8

Relative change of daily water discharge at the inlet (Ké-Macina and Douna) and outlet (Diré) of the IND for the future (2021–2050) relative to the baseline period (1981–2010).

Close modal
Figure 9

Mean monthly discharge at the basin outlet (Diré) for the reference (1981–2010) and the future (2020–2050).

Figure 9

Mean monthly discharge at the basin outlet (Diré) for the reference (1981–2010) and the future (2020–2050).

Close modal

In summary, the present results provide important insights into the still open question of whether the Sahel will get wetter or drier in the future. In contrast to some earlier studies (Liersch et al. 2013; Thompson et al. 2016, 2017), no evidence of a general drying of the region was found. The findings rather provide strong evidence that supports the hypothesis of a positive trend in the basin in accordance with reports of some previous studies (Aich et al. 2014; Angelina et al. 2015).

Uncertainties and limitations

The approach considered in the present study, like many studies on climate change impact, is limited by some assumptions and uncertainties. As reported by Gosling et al. (2011), each step in this exercise introduces uncertainty. First, the different GCMs, which are the basis of the assessment, are known to contain some uncertainties as the varied process representations and parameterization approaches cause the GCMs to yield different forecasts. Second, the downscaling of the models to a finer spatial and temporal resolution, as well as the bias adjustment, introduces new uncertainties. Third, hydrological models per se are susceptible to a variety of uncertainties. These include, but are not limited to, an inaccurate understanding of hydrological system behavior and missing or incorrect hydrometeorological data. Furthermore, it should be noted that the potential future changes in the hydraulic infrastructures in the basin as well as future land use changes were not considered in this analysis. In fact, future reactions to climate change in water management and land use are difficult to predict (Thompson et al. 2016). These factors will almost certainly have some impact on their own, especially in places where the population is growing fast. For instance, according to the FAO's Global Information System on Water and Agriculture (AQUASTAT), water withdrawals in Mali grew by 58% between 1990 and 2020, and given that the region's food consumption is expected to increase significantly, this value will also likely increase much more in the future.

The hydrological model Niger-HYPE has been calibrated and validated on the Upper Niger and the IND and used to assess the impacts of future climate on streamflow over a future 30-year time slice. The daily rainfall, minimum, and maximum temperature were extracted from ten climate models derived from a combination of the fifth and sixth phases of the CMIP under two scenarios, namely SSP126 and SSP370. The hydrological model was found to be quite effective at predicting streamflow. In fact, in terms of performance criteria (KGE and NSE), the overall performance for the calibrated model may be considered good. The strength of the model is demonstrated by the average values of KGE 0.78 and KGE 0.75 during the 25-year calibration and validation period of all six gauges. In summary, both scenarios projected an increasing trend in the mean annual and monthly rainfall, temperature, and evapotranspiration. The anticipated average increases were 6.5%, 1.25 °C, and 5.3% for rainfall, temperature, and evapotranspiration, respectively. The same trend was observed in the simulated streamflow, which was anticipated to increase on average by 8.5% by the end of 2050. The magnitude of the projected increase varied according to the scenario, with the pessimistic scenario (SSP370) projecting a higher increase.

These findings have many implications for water resource management in the basin. The change in rainfall and discharge will have important impacts on water resources in the highly vulnerable economies of the region. The increase in evapotranspiration, especially in the wetland, will have negative impacts. It will most likely lead to higher crop water demand and the need for additional irrigation withdrawals, especially during the dry season, when a decrease in streamflow is already expected. This will have dire impacts on dry-season agricultural activities. Further impact will almost certainly include degradation of water quality due to increased transport of sediments caused by torrential precipitation. Surface water will also likely undergo a decline due to the increasing temperatures. All these will likely accentuate migration and foster potential conflicts. This emphasizes the need for mitigation and adaptation strategies. Better water management techniques, such as effective irrigation and rainwater harvesting, are essential. Additionally, the development of water infrastructures, such as dams and canals, can serve as effective water storage and management practices, particularly with the increasing number of extreme events. Up to the present, only the Sélingué reservoir, with its total storage volume of 2.2 km3, is the significant infrastructure in the area. There are also the Sotuba and the Markala dams, which are diversion dams. However, notwithstanding the multiple delays in execution, important structures such as the Fomi (6.16 km3) and the Djenné dam (0.357 km3) are already planned. These might help to regulate the flow and possibly mitigate any negative impact of climate change on the hydrology of the IND. Coordinated adaptation measures, which require collaboration (at the national, regional, and international levels) and the development of institutional capability, can also play a key role in improving water management practices, especially for transboundary basins such as the NRB.

The impacts of the change in climate as well as different land use scenarios on future water stocks and fluxes (i.e., water accounting) would constitute a valuable extension of the present study.

The authors wish to thank the Mali Meteorological and Hydrometric Services for providing the hydrometeorological data for the basin. We also acknowledge the Regional Centre AGRHYMET CCR-AOS for providing the Niger-HYPE source code. The authors would also like to thank all anonymous reviewers for their constructive comments.

This research has been designed by B.B., A.Y.B., J.v.d.K., M.M., and L.O.S. The data were processed by B.B. with the help and suggestions of B.M., M.H., H.D.A., and G.I.Y. The manuscript was written by B.B. with inputs from all co-authors. All authors have read and agreed to the published version of the manuscript.

This work forms part of a PhD research funded by the World Bank and the French Development Agency through the Centre d'Excellence Africain pour l'Eau et l'Assainissement (C2EA) programme.

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

The authors declare there is no conflict.

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