Climate change/variability and land-use changes are the main forcings of river discharges variability. However, an understanding of their simultaneous impacts on river discharges remains limited in some parts of the world like in Central Africa. To shed light on this issue, the objective of this article was to investigate the effects of rainfall variability and land-use changes on river discharges in the Sanaga watershed (at Song Mbengue and Nachtigal gauging stations) and some of its sub-watersheds (Mbakaou, Lom Pangar, Magba and Bamendjing) over the 5 or 7 recent decades (depending on the data availability). To achieve this goal, hydrometeorological data of the Sanaga watershed and sub-watersheds were analyzed using the Pettitt and Mann-Kendall tests. Likewise, land-use changes in the watershed and sub-watersheds were also analyzed using supervised classifications of Landsat satellite images of the watersheds at two periods (1984 and 2020). The results show that annual rainfall decreased throughout the Sanaga watershed. This decrease is only statistically significant for the Sanaga watershed at Nachtigal (−5%), for which the study focused on relatively longer hydropluviometric series, including the 1950 and 1960s (wet decades). However, although the rainfall decreased in this watershed, the flows increased insignificantly according to the tests used in most cases. The 2010s seems particularly concerned by this increase, including in the Sanaga watershed at Nachtigal, where the general trend is downward. The flows increase in the Sanaga watershed would be the consequence of the increase in impervious areas in the latter (between +181.3 and +1,300% for built and roads and between +4.1 and +11.9% for bare soils), which would compensate for the drop in precipitation by increasing runoff. These results could be used for long-term planning of water demand and use in this watershed, as well as for improving future simulations of flows.

  • The study of rainfall in savannah–forest transition zone is addressed.

  • The study of land use modes in savannah–forest transition zone is addressed.

  • The impact of climate change and anthropization on flows are mainly addressed.

Changes in river discharges generally result from interactions between climate change and/or land-use changes (Oudin et al. 2018; Ebodé et al. 2021; Li et al. 2021; Wenng et al. 2021), although it is also admitted that the physical characteristics of the watershed (size, slope system, type of soil, etc.) increase their sensitivity to these factors (Gibson et al. 2005). Apart from a few attempts (Dzana et al. 2011; Bussi et al. 2022; Ebodé et al. 2022; Wu et al. 2022), research work focusing on the effects of these two factors are most often dissociated and evaluated separately. Most of the studies undertaken so far around the world have generally focused exclusively on one of these factors, as it is the case with recent studies in Africa and South America (Yira et al. 2017; Namugize et al. 2018; Nonki et al. 2019; Getahun et al. 2020; Gorgoglione et al. 2020).

In sub-Saharan Africa (SSA), the work devoted to investigate the impact of rainfall on discharges has been ongoing since the 1980s. Studies correlating rainfall and discharges are based on the detection of ruptures in the hydrometeorological series. Results from those studies confirm in the case of West Africa that the 1970s appear to be the main period of discontinuity marking the onset of hydroclimatic drought in the region (Mahé et al. 2001; Cisse et al. 2014; Nka et al. 2015; Bodian et al. 2020). In Central Africa, fluctuations in river discharges and rainfall have been observed at seasonal time scale (Ebodé et al. 2022). Liénou et al. (2008) demonstrated in the case of three equatorial rivers (Ntem, Nyong and Kienke) that the most significant climatic variations leading to changes in river discharges result from variations in rainfall during the dry season. The authors explain the sensitivity of the studied watersheds to rainfall variability by the fact that their reduction induces a significant deficit in soil moisture and groundwater storage resulting in a decrease in river discharges. Conversely, an increase in soil moisture during the dry season, therefore, enhances discharges at the start of the rainy season. It appears that the variability of discharge regimes of equatorial rivers can be better appreciated when rainfall of these seasons is considered. Concerning the impact of land-use changes on river discharges, previous studies have used supervised classifications of satellite images using at least two dates, to assess the dynamics of land-use and its impact on river discharges (Ebodé et al. 2020). Their results generally confirm an increase in discharges following an increase in impervious surfaces (buildings, roads and cultivated areas).

We anticipate that the series of nested watersheds in our study areas are likely to undergo similar changes. These watersheds are partly forested, but since the early 1970s, climatic fluctuations have been observed there as in the rest of SSA. In addition, population in these watersheds is increasing rapidly (BUCREP 2011). This demographic growth may likely lead to an increase in impervious areas, with serious implications on the hydrological dynamics of these hydrosystems. However, unlike the West African watersheds, the Sanaga watershed and its sub-watersheds has received substantially less attention from the research community due to the absence of observational data, while in some cases, the existing data in the region is riddled with gaps (Nkiaka et al. 2016). Furthermore, acquiring satellite images of sufficient quality over large areas (no haze and cloud) remains a big challenge. Previous studies focusing on the impact of rainfall variability and land-use changes in the SSA have focused on West, East and Southern Africa subregions while only few studies exist in the Central Africa subregion. This study focuses on the Sanaga river watershed, and its sub-watersheds located in middle part of Cameroon because it is the main source of water supply in Cameroon. In addition, the Sanaga river is also rich in halieutic resources and as such, it serves as a source of employment for many fishermen who supply their fish catch to markets. The Sanaga watershed also has several dams (Bamendjing, Mbakaou, Lom Pangar, etc.) aimed at supplying South Cameroon with electricity. The Sanaga river watershed, therefore, plays three important roles including water and food security, and electricity production in Cameroon.

This study focused on the analysis of rainfall/flows relationships over the recent period in the Sanaga watershed and its sub-watersheds, using updated hydrometeorological time series. It is crucial considering that this watershed is vulnerable to climate change and water scarcity is becoming a source of conflict and famine. Furthermore, insufficient hydroelectric production in the Sanaga watershed has been attributed to recent hydroclimatic changes mainly in the dry season, leading to frequent power cuts and load shedding. The main objective of this article is, therefore, to document the type and extent of regime changes in the Sanaga watershed due to climate change and anthropization. Considering that only few studies have attempted to investigate the impact of rainfall variability and land-use changes on river regimes in Central Africa, this paper contributes to this debate by focusing our analysis on the Sanaga River watershed in Cameroon.

Study area

The study focuses on a series of nested watersheds which are the Sanaga (at Nachtigal and Song Mbengue, respectively 76,767 and 130,055 km2) and four of its sub-watersheds (Djerem, Lom Pangar, Mape and Noun, 19,757, 20,303, 11,412 and 2,222 km2 respectively) (Table 1). These watersheds are located in middle part of Cameroon, within the Central African subregion, between latitudes 3 °45′N and 7 °25′N, and longitudes 10 °5′E and 14 °55′E (Figure 1). Overall, the Sanaga is a considerably wet watershed (Table 2). It is covered by six of the eight main climatic units encountered in Cameroon (Kpoumié 2015) which are: (1) altitudinal tropical climate of the Adamawa; (2) mountainous tropical climate of the West; (3) tropical and equatorial transition climate; (4) equatorial climate; (5) northern and (6) southern coastal equatorial climate. The equatorial regions receive rainfall ranging from 1,600 to 4,000 mm/year, characteristic of a four seasons climate, while the regions covered by the two-season tropical climate receive rainfall between 1,400 and 1,600 mm/year. The interannual temperature varies from 22 to 27 °C. The topography of the watershed is dominated by a succession of plateaus limited to the north by the Adamaoua plateau (average 1,100 m), to the south by the South Cameroon plateau (600–900 m) and to the west by the Cameroon ridge, which develops eastwards into vast plateau topped by volcanic massifs that culminate on the Bamboutos mountains at 2,740 m. The vegetation of the Mbam subcatchment consists of woody savannah or thorn shrub Soudano-Guinean (80%) and semi-deciduous forests (20%). Conversely, in the Sanaga subcatchment, besides the fact that there is less savannah (70%), gallery forests are present, covering about 30% of the drainage area (Letouzey 1985). As a whole, the vegetation is mainly constituted of the dense humid forest and the Sudano-Guinean zone with mixed forest and grass formations (Letouzey 1985). The Sanaga is also covered by a transition zone between rainforest and savannah (Letouzey 1985).
Table 1

Gauging stations and corresponding hydrological characteristics in the Sanaga Catchment

RiverStationsGeographical coordinates
Drainage area (km2)Discharges data availabilityType of discharges
LatitudeLongitude
Sanaga Song Mbengue 4.046 10.56 130,055 1973–2019 Naturalized flow 
Sanaga Nachtigal 4.34 11.63 76,767 1950–2015 Observed flow 
Djerem Mbakaou 6.3 12.8 20,303 1973–2019 Naturalized flow 
Lom and Pangar Lom Pangar 5.37 13.51 19,757 1973–2019 Naturalized flow 
Mape Magba 5.91 11.26 11,412 1973–2019 Naturalized flow 
Noun Bamendjing 5.68 10.5 22,205 1973–2019 Naturalized flow 
RiverStationsGeographical coordinates
Drainage area (km2)Discharges data availabilityType of discharges
LatitudeLongitude
Sanaga Song Mbengue 4.046 10.56 130,055 1973–2019 Naturalized flow 
Sanaga Nachtigal 4.34 11.63 76,767 1950–2015 Observed flow 
Djerem Mbakaou 6.3 12.8 20,303 1973–2019 Naturalized flow 
Lom and Pangar Lom Pangar 5.37 13.51 19,757 1973–2019 Naturalized flow 
Mape Magba 5.91 11.26 11,412 1973–2019 Naturalized flow 
Noun Bamendjing 5.68 10.5 22,205 1973–2019 Naturalized flow 
Table 2

Statistics of average precipitations and discharges (annual and seasonal) of the studied watersheds over their respective study periods

WatershedsAnnualWet seasonDry season
 Rainfall (mm) Cv (%) Rainfall (mm) Cv (%) Rainfall (mm) Cv (%) 
Song Mbengue 1,672.1 4.8 1,637.6 4.7 34.5 48.0 
Nachtigal 1,561.9 5.7 1,528.0 5.7 33.9 47.9 
Djerem 1,511.9 7.3 1,502.5 7.5 9.4 81.2 
Lom Pangar 1,508.2 7.3 1,485.5 7.4 22.7 67.2 
Mape 1,672.3 5.8 1,657.3 5.9 15.0 63.2 
Noun 1,944.6 5.6 1,914.6 5.7 29.9 47.5 
 Discharges (m3/s) Cv (%) Discharges (m3/s) Cv (%) Discharges (m3/s) Cv (%) 
Song Mbengue 1,021.9 14.3 1,226.0 14.5 409.6 22.7 
Nachtigal 1,036.2 17.9 1,178.0 19.8 528.2 17.4 
Djerem 354.3 15.5 440.5 15.2 95.4 25.3 
Lom Pangar 239.7 14.6 295.6 14.5 71.9 31.6 
Mape 96.5 18.1 121.9 18.6 20.4 30.5 
Noun 53.0 15.8 67.3 15.6 10.2 31.2 
WatershedsAnnualWet seasonDry season
 Rainfall (mm) Cv (%) Rainfall (mm) Cv (%) Rainfall (mm) Cv (%) 
Song Mbengue 1,672.1 4.8 1,637.6 4.7 34.5 48.0 
Nachtigal 1,561.9 5.7 1,528.0 5.7 33.9 47.9 
Djerem 1,511.9 7.3 1,502.5 7.5 9.4 81.2 
Lom Pangar 1,508.2 7.3 1,485.5 7.4 22.7 67.2 
Mape 1,672.3 5.8 1,657.3 5.9 15.0 63.2 
Noun 1,944.6 5.6 1,914.6 5.7 29.9 47.5 
 Discharges (m3/s) Cv (%) Discharges (m3/s) Cv (%) Discharges (m3/s) Cv (%) 
Song Mbengue 1,021.9 14.3 1,226.0 14.5 409.6 22.7 
Nachtigal 1,036.2 17.9 1,178.0 19.8 528.2 17.4 
Djerem 354.3 15.5 440.5 15.2 95.4 25.3 
Lom Pangar 239.7 14.6 295.6 14.5 71.9 31.6 
Mape 96.5 18.1 121.9 18.6 20.4 30.5 
Noun 53.0 15.8 67.3 15.6 10.2 31.2 

Cv, coefficient of variation.

Figure 1

Location of the studied watersheds.

Figure 1

Location of the studied watersheds.

Close modal

Data sources

River discharges of the Sanaga watershed were obtained from two sources. The Sanaga at Nachtigal series has been obtained from the Hydrological Research Center (HRC). It covers the period 1950–2015. This center manages a hydrometric database, mostly on a daily time step, which contains almost all the measurements carried out on Cameroonian territory since the beginning of the 1950s, for most of the stations. These data are riddled with gaps during the 1980 and 1990s. Indeed, during these decades, due to budgetary constraints, the hydrological service could no longer sustain the continuity of observations. This led to the abandonment of several hydrometric stations, including those of Sanaga catchment. The data used for the other watersheds (Song Mbengue, Djerem, Lom Pangar, Mape, Noun) comes from the Southern Interconnected Network (RIS) Cameroon database. These are naturalized flows developed jointly by Electricity of Cameroon (EDC), Electricity of France (EDF) and The Energy of Cameroon (ENEO). All the hydrological data used in this work was collected on a daily time step. The monthly, seasonal and annual modules were calculated subsequently.

The rainfall data used in this work comes from the Climate Research Unit (CRU) of the University of East Anglia in the United Kingdom. These data have been available since 1901, via the site https://climexp.knmi.nl/selectfield_obs2.cgi?id=2833fad3fef1bedc6761d5cba64775f0/ in NetCDF format, on a monthly time step and at a spatial resolution of 0.25° ×0.25°.

The spatial data used to analyze changes in land-use in the Sanaga watershed are mainly the Landsat 8 satellite images from January 2020 and Landsat TM from March 1984. All the images are made available to the general public free by the National Aeronautics and Space Administration (NASA), via the US Geological Survey site (https://earthexplorer.usgs.gov/), in GeoTIFF format. Uploaded images taken during the dry season (December to mid-March) were preferred over the rainy season because they are less affected by cloud disturbances.

Data analysis

The analysis of rainfall and average river discharges (at annual and seasonal time steps) was carried out using Pettitt (Pettitt 1979) and Mann-Kendall (Yue et al. 2002) tests, at the 95% significance level.

The Pettitt test seems to be the most suitable for the analysis of incomplete series such as ours (Nachtigal series) because it can separate the series into two periods with an overall distinct behavior, which avoids the detection of false discontinuities which can sometimes be observed with other tests such as Hubert segmentation. Its principle consists of dividing the studied series (of N size) into two subsamples of sizes m and n, respectively. We then calculated the sum of the ranks of the elements of each subsample in the total sample. A statistical study is then carried out based on the two sums thus determined, then it is tested according to the hypothesis that the two subsamples do not belong to the same population. The Pettitt test is non-parametric and derives from that of Mann–Whitney. The absence of a discontinuity in the series (Xi) of size N constitutes the null hypothesis. Its implementation supposes that for any instant T between 1 and N, the time series (Xi) 1 to t and t + 1 to N belong to the same population. The variable to be tested is the maximum in the absolute value of the variable Ut, N defined by:
where Dij = Sign (XiXj) with: sign (x) = 1 if x > 0, 0 if x = 0 and −1 if x < 0. If the null hypothesis is rejected, an estimate of the date of discontinuity is given by defining the maximum in the absolute value of the variable Ut, N.
In addition to the Pettitt test, the Mann-Kendall test was also used to analyze precipitation, average river discharge and runoff coefficients (at annual and seasonal time steps). This test is based on the test statistic ‘S’ defined as follows:
where xj are the sequential data values, n is the length of the data set, and sgn = (θ) if θ > 1, 0 if θ = 0 and −1 if θ < 0. There is no significant trend in the series analyzed when the calculated p-value is above the chosen significance level.
Landsat images were classified using the supervised maximum likelihood classification, using the software Sentinel Application Platform (SNAP) which is made available to the general public free by the European Space Agency (ESA), via the site https://step.esa.int/main/download/snap-download/. This enabled us to perform a diachronic analysis of the evolution of land-use in the watersheds studied. This operation was preceded by operations of preprocessing and recognition of objects in the field by photography and GPS (Global Positioning System). Satellite images preprocessing refer to all the process applied to raw data to correct geometric and radiometric errors that characterize certain satellite images. These errors are generally due to technical problems with the satellites and interactions between outgoing electromagnetic radiation and atmospheric aerosols, also called ‘atmospheric noise’. The atmospheric disturbances are influenced by various factors that are present on the day of acquisition, including weather, fires and other human activities. They affect all the images acquired by passive satellites including Landsat 4-5-7 and 8. The downloaded Landsat images being orthorectified, the preprocessing involved atmospheric correction of the images and reprojection into the local system (WGS_84_UTM_Zone_33N). For this, neo-channels were created, to increase the readability of the data by enhancing certain properties less obvious in the original image, thus showing more clearly the elements of the scene. Three indices are therefore created, namely: the Normalized Difference Vegetation Index (NDVI, Equation (1)), the brightness index (BI, Equation (2)) and the Normalized Difference Water index (NDWI, Equation (3)) (Ebodé et al. 2020). These indices respectively highlight vegetated surfaces, sterile (non-chlorophyllin) elements such as urban areas and water bodies. The formulae used in creating these indices are:
(1)
(2)
(3)
where NIR is the ground reflectance of the surface in the near-infrared channel; R is the ground reflectance of the surface in the red channel and MWIR is the ground reflectance of the surface in the mid-wave infrared channel. Due to the fact that the study area extends over several scenes, the enhancement operations were followed by the mosaic of the different scenes used on each date. The use of Google Earth, as well as the spaces sampled from the GPS, made it possible to identify with certainty the impervious areas (buildings, savannas, bare soils and crops), water bodies (large rivers, lakes and ponds) and forest (secondary, degraded, non-degraded and swampy) of each mosaic. Before the classification, the separability of the spectral signatures of the sampled objects to avoid interclass confusion was assessed by calculating the ‘transformed divergence’ index. The value of this index is between 0 and 2. A value >1.8 indicates a good separability between two given classes. The different classes used in this study show good separability between them, irrespective of the image considered, with indices >1.9. The validation of the classifications obtained was carried out using the confusion matrix, making it possible to obtain treatment details to validate the choice of training plots. After validating the land-use/land cover maps, the statistical and spatial differences of each class between 1984 and 2020 were evaluated.

Evolution of annual and seasonal rainfall

Interannual evolution of rainfall quantities

The concern to match the length of the rainfall series of each watershed to that of the discharges led us to analyze the rainfall of the watersheds studied over the intervals 1950–51 to 2015–16 (Nachtigal) and 1973–74 to 2019–20 (Song Mbengue, Djerem, Lom Pangar, Mape and Noun).

Between 1950–51 and 2015–16, the annual and seasonal rainfall of the Sanaga watershed at Nachtigal decreased statistically significantly according to the tests used. Pettitt's test highlights a rupture in their series in 1975–76. The deficits observed following this break are between −35% (dry season rainfall) and −4.1% (wet season rainfall) (Figure 2). The decrease in rainfall that began during the 1970s in the Sanaga watershed at Nachtigal was only periodically interrupted during the 1980s (dry season rainfall) and 1990s (annual rainfall and wet season rainfall) (Table 3). Some studies conducted in SSA have already highlighted the existence of a rupture in the series of rainfall during the 1970s (Descroix et al. 2020; Ebodé et al. 2022).
Table 3

Deviations (%) of the decadal annual and seasonal averages of rainfall and discharges compared to their interannual means in the studied watersheds

DecadesNachtigalSong MbengueNounLom PangarMapeDjeremNachtigalSong MbengueNounLom PangarMapeDjerem
RainfallDischarges
Annual 
 1950 3.2 – – – – – 14.4 – – – – – 
 1960 – – – – – – – – – – 
 1970 0.3 2.4 3.9 1.4 3.7 3.1 −8 6.3 4.4 6.7 −4.9 6.2 
 1980 −4.8 −2.6 −1.6 −4.3 −1.8 −3.2 −24.5 −4.5 −5.9 −11.5 −16 −12 
 1990 0.5 1.5 0.9 2.3 2.9 3.7 – −4.9 −0.6 6.4 15.8 
 2000 −2.1 0.5 1.4 −1.4 −0.7 −2.4 −2.7 −1 −2.4 −2.4 1.5 −3.7 
 2010 −1.3 −1.3 −3.5 2.4 −3 −0.3 6.8 6.7 6.2 2.3 2.5 
Rainy Season 
 1950 2.8 – – – – – 17.1 – – – – – 
 1960 3.6 – – – – – 11.1 – – – – – 
 1970 3.5 1.2 3.4 −6.6 4.9 3.8 6.5 −5.6 5.6 
 1980 −4.3 −2.3 −1.4 −4.1 −1.7 −3.2 −26.8 −4.6 −6 −10.8 −16 −11.6 
 1990 1.1 1.9 1.3 2.7 3.1 3.8 – −4.8 −0.3 7.9 16.4 9.1 
 2000 −2.3 0.2 1.3 −1.9 −0.8 −2.6 −6.4 0.1 −1.7 −2 1.5 −3.6 
 2010 −1.2 −1.4 −3.6 2.4 −3 −0.3 3.5 6.4 5.7 0.3 2.4 2.2 
Dry Season 
 1950 19.8 – – – – – 14.5 – – – – – 
 1960 19.5 – – – – – −3.6 – – – – – 
 1970 13.6 22.5 33.8 13.7 29.1 9.7 −3.2 18.5 17 9.7 9.1 13.9 
 1980 −28.2 −17.6 −10.8 −18.9 −15.9 −18.1 −11.4 −3.3 −2.8 −21.1 −15.2 −18.1 
 1990 −25.6 −13.8 −20.7 −23.5 −19.4 −22.3 – −6 −6.5 −13.1 5.9 8.3 
 2000 15.7 32.2 10.2 29.6 1.4 −11 −17 −8 2.3 −5 
 2010 −7.9 0.7 0.8 1.7 5.2 4.9 −0.4 9.3 15.7 36.1 0.4 5.4 
DecadesNachtigalSong MbengueNounLom PangarMapeDjeremNachtigalSong MbengueNounLom PangarMapeDjerem
RainfallDischarges
Annual 
 1950 3.2 – – – – – 14.4 – – – – – 
 1960 – – – – – – – – – – 
 1970 0.3 2.4 3.9 1.4 3.7 3.1 −8 6.3 4.4 6.7 −4.9 6.2 
 1980 −4.8 −2.6 −1.6 −4.3 −1.8 −3.2 −24.5 −4.5 −5.9 −11.5 −16 −12 
 1990 0.5 1.5 0.9 2.3 2.9 3.7 – −4.9 −0.6 6.4 15.8 
 2000 −2.1 0.5 1.4 −1.4 −0.7 −2.4 −2.7 −1 −2.4 −2.4 1.5 −3.7 
 2010 −1.3 −1.3 −3.5 2.4 −3 −0.3 6.8 6.7 6.2 2.3 2.5 
Rainy Season 
 1950 2.8 – – – – – 17.1 – – – – – 
 1960 3.6 – – – – – 11.1 – – – – – 
 1970 3.5 1.2 3.4 −6.6 4.9 3.8 6.5 −5.6 5.6 
 1980 −4.3 −2.3 −1.4 −4.1 −1.7 −3.2 −26.8 −4.6 −6 −10.8 −16 −11.6 
 1990 1.1 1.9 1.3 2.7 3.1 3.8 – −4.8 −0.3 7.9 16.4 9.1 
 2000 −2.3 0.2 1.3 −1.9 −0.8 −2.6 −6.4 0.1 −1.7 −2 1.5 −3.6 
 2010 −1.2 −1.4 −3.6 2.4 −3 −0.3 3.5 6.4 5.7 0.3 2.4 2.2 
Dry Season 
 1950 19.8 – – – – – 14.5 – – – – – 
 1960 19.5 – – – – – −3.6 – – – – – 
 1970 13.6 22.5 33.8 13.7 29.1 9.7 −3.2 18.5 17 9.7 9.1 13.9 
 1980 −28.2 −17.6 −10.8 −18.9 −15.9 −18.1 −11.4 −3.3 −2.8 −21.1 −15.2 −18.1 
 1990 −25.6 −13.8 −20.7 −23.5 −19.4 −22.3 – −6 −6.5 −13.1 5.9 8.3 
 2000 15.7 32.2 10.2 29.6 1.4 −11 −17 −8 2.3 −5 
 2010 −7.9 0.7 0.8 1.7 5.2 4.9 −0.4 9.3 15.7 36.1 0.4 5.4 
Figure 2

Evolution of rainfall and discharges of the Sanaga watershed at Nachtigal outlet (annual and seasonal time steps), according to the Pettitt and Mann-Kendall tests. The vertical dashed lines indicate the rupture year. The corresponding rate of change appears on their right side. The oblique dashed lines indicate the trend. The corresponding p-value of each of these trends appears in each figure.

Figure 2

Evolution of rainfall and discharges of the Sanaga watershed at Nachtigal outlet (annual and seasonal time steps), according to the Pettitt and Mann-Kendall tests. The vertical dashed lines indicate the rupture year. The corresponding rate of change appears on their right side. The oblique dashed lines indicate the trend. The corresponding p-value of each of these trends appears in each figure.

Close modal
Between 1973–74 and 2019–20, the Mann-Kendall test is the only one to have highlighted significant changes in the annual and seasonal rainfall series of the Sanaga watershed at Song Mbengue and those of its studied sub-watersheds (Djerem, Lom Pangar, Mape and Noun). The annual and wet season rainfall of Djerem and Mape are the only ones to have decreased statistically. On the other watersheds, the changes detected for the same periods are not significant according to the Mann-Kendall test. The most moderate decrease was observed for Lom Pangar if we stick to the calculated p-values (Figure 3). Dry season rainfall decreased in the case of Noun, Song Mbengue and Mape. According to the Mann-Kendall test, the decrease observed for the Mape is the only one statistically significant. In the case of the two other watersheds (Lom Pangar and Djerem), dry season rainfall increased, and this increase is only statistically significant for the Lom Pangar watershed (Figure 3). The size of the series used could explain the absence of a break in the rainfall series of these watersheds. Indeed, they begin during the year 1973 and therefore do not include the 1950 and 1960s, known as wet periods in SSA (Liénou et al. 2008).
Figure 3

Evolution of rainfall and discharges of the Sanaga watershed (at Song Mbengue) and some of its sub-watersheds at annual and seasonal time steps, according to the Pettitt and Mann-Kendall tests.

Figure 3

Evolution of rainfall and discharges of the Sanaga watershed (at Song Mbengue) and some of its sub-watersheds at annual and seasonal time steps, according to the Pettitt and Mann-Kendall tests.

Close modal

Spatial evolution of rainfall

The results of interannual evolution of rainfall show that rainfall decreased in the study area. This led us to investigate the spatial distribution of rainfall during the different decades (Figure 4). The question, therefore, arises as to whether the changes in annual and seasonal rainfall observed were accompanied by a modification in its spatial distribution. Interpolation (kriging) is the method used to calculate the average spatial distribution of rainfall.
Figure 4

Spatial distribution of mean precipitation in the watersheds studied at annual and seasonal time steps, between the 1950 and 2010 decades.

Figure 4

Spatial distribution of mean precipitation in the watersheds studied at annual and seasonal time steps, between the 1950 and 2010 decades.

Close modal

Annual and seasonal rainfall from the Sanaga watershed at Song Mbengue decreased from East to West (Figure 4). The limit of the lowest rainfall class (<1,700 mm for annual rainfall and <1,750 mm for the wet season rainfall) progresses considerably toward the West of the watershed, as do the isohyets 1,600 mm for annual rainfall and 1,620 mm for the wet season rainfall (Figure 4). In addition, the largest class (>2,200 mm for annual rainfall and >2,150 mm for the wet season rainfall), which occupied a considerable portion of the watershed until the 1970s, has almost disappeared in the decades after (Figure 4).

As for the rainfall of the dry season, they decreased from North to South of the watershed. The lowest rainfall class (<35 mm) and the 40 mm isohyet, for example, have progressed considerably toward the South (Figure 4). The fact that the largest rainfall classes (71–105 mm and >105 mm) present in the South of the watershed until the 1970s almost or completely disappeared afterwards also attests to this decrease in precipitation toward the South of the watershed.

Evolution of annual and seasonal flows

The annual and seasonal flows of the Sanaga at Nachtigal decreased over the period 1950–51 to 2015–16. According to the tests used, these decreases are significant only for the average annual and wet season flows. Pettitt's test highlights a rupture in their series in 1970–71. The deficits observed following this rupture are respectively −17 and −22.7% (Figure 2). Other studies have reached a similar result in West (Nka et al. 2015) and Central Africa (Ebodé et al. 2020). Although having decreased overall during the 1970s, the annual and seasonal flows of the Sanaga at Nachtigal have experienced an increase since the 2000s (Table 3).

Between 1973–74 and 2019–20, the annual and seasonal flows of the Sanaga at Song Mbengue and those of its studied sub-watersheds generally increased (Figure 3). However, these increases are not significant according to the Pettitt and Mann-Kendall tests. The average dry season flows of the Lom Pangar watershed are the only ones for which the observed increase is significant according to the Mann-Kendall test. If we stick to the calculated p-values, the largest increases in average annual and wet season flows have been noted for the Mape and the lowest for the Noun (Figure 3). For the dry season, the lowest increases are those of the Noun and Song Mbengue (Figure 3).

Discussion

The role of rainfall in the evolution of flows

The Sanaga watershed at Nachtigal is the only one for which the impact of rainfall is perceptible in the evolution of flows. For this watershed, these two variables experienced a decrease during the 1970s at the different time steps studied. The rupture observed in mean annual runoff and the wet season occurs before that of rainfall during these same periods, yet logically it is the opposite that should be observed. However, the fact that these ruptures occur during the same decade and that, they mark the beginning of an evolution in the same direction proves that there is an important link between these two variables. Other authors have already demonstrated a similar impact of rainfall on flows in SSA (Mahé et al. 2001).

The impact of changes in land-use changes

Except for the Sanaga watershed at Nachtigal, flows increase throughout the study period for the rest of the watersheds, yet the precipitation that generates them decreases. It should also be noted that, even in the case of the Sanaga watershed at Nachtigal, despite this general downward trend, we noted a flows increase during the last two decades (2000 and 2010), while their rainfall decreased in recent years. These different situations led us to question the evolution of the land-use modes, which could explain such a phase shift between these two variables supposed to evolve in the same direction.

Classifications carried out under SNAP using Landsat images from 1984 and 2020 show significant changes in the main land-use modes having a direct link with flows (Figure 5). In 36 years, decreases in forest areas of between −11.6% (Song Mbengue) and −69.27% (Noun) have been recorded (Table 4). Conversely, impervious areas (buildings, roads, bare soils and cultivated areas) have increased at various rates (Table 4). The highest and lowest increases in buildings and roads were recorded respectively for the Noun watershed (+1,300%) and Lom Pangar (+181.3%). For bare soils, the increases noted are between +4.1% (Djerem) and +11.9% (Bamendjing) (Table 4). Some authors from Central Africa (Ewane & Lee 2020), West (Leblanc et al. 2007) and elsewhere (Belay & Mengistu 2019) made similar observations concerning land cover changes.
Table 4

Evolution of the land-use modes having links with flows in the Sanaga watershed between the years 1984 and 2020

Land-use modesChange
Change
Change
19842020km%19842020km%19842020km%
 Song Mbengue Nachtigal Djerem 
Built and Roads 156 606 450 288.5 70 273 203 290 33 112 79 239.4 
Bare soil, savannah and young fallow 72,648 77,948 5,300 7.295 44,970 48,207 3,237 7.198 18,102 18,856 754 4.165 
Cultivated area 372 685 313 84.14 308 497 189 61.36 133 408 275 206.8 
Water body 735 1,163 428 58.23 332 605 273 82.23 267 141 −126 −47.19 
Forest and old fallow 56,144 49,653 −6,491 −11.6 31,087 27,185 −3,902 −12.6 1,768 787 −981 −55.49 
 Lom Pangar Mape Noun 
Built and Roads 24 68 44 183.3 23 67 44 191.3 28 26 1,300 
Bare soil, savannah and young fallow 15,549 16,805 1,256 8.078 8,920 9,952 1,032 11.57 1,622 1,815 193 11.9 
Cultivated area 67 78 11 16.42 21 41 20 95.24 49 46 1,533 
Water body 358 356 17,800 246 243 8,100 207 199 −8 −3.865 
Forest and old fallow 4,115 2,448 −1,667 −40.5 2,445 1,106 −1,339 −54.8 371 114 −257 −69.27 
Land-use modesChange
Change
Change
19842020km%19842020km%19842020km%
 Song Mbengue Nachtigal Djerem 
Built and Roads 156 606 450 288.5 70 273 203 290 33 112 79 239.4 
Bare soil, savannah and young fallow 72,648 77,948 5,300 7.295 44,970 48,207 3,237 7.198 18,102 18,856 754 4.165 
Cultivated area 372 685 313 84.14 308 497 189 61.36 133 408 275 206.8 
Water body 735 1,163 428 58.23 332 605 273 82.23 267 141 −126 −47.19 
Forest and old fallow 56,144 49,653 −6,491 −11.6 31,087 27,185 −3,902 −12.6 1,768 787 −981 −55.49 
 Lom Pangar Mape Noun 
Built and Roads 24 68 44 183.3 23 67 44 191.3 28 26 1,300 
Bare soil, savannah and young fallow 15,549 16,805 1,256 8.078 8,920 9,952 1,032 11.57 1,622 1,815 193 11.9 
Cultivated area 67 78 11 16.42 21 41 20 95.24 49 46 1,533 
Water body 358 356 17,800 246 243 8,100 207 199 −8 −3.865 
Forest and old fallow 4,115 2,448 −1,667 −40.5 2,445 1,106 −1,339 −54.8 371 114 −257 −69.27 
Figure 5

Spatial distribution of the main land-use modes having links with flows in the Sanaga watershed in 1984 and 2020 (The impervious areas include building, roads, savannah, cultivated areas and young fallows).

Figure 5

Spatial distribution of the main land-use modes having links with flows in the Sanaga watershed in 1984 and 2020 (The impervious areas include building, roads, savannah, cultivated areas and young fallows).

Close modal

Such changes can only induce hydrological alterations like those observed in the Sanaga watershed at Song Mbengue and its sub-watersheds (increase in average flows). In a context where the precipitation that generates the flows is decreasing, the most logical thing would have been to see a flows decrease, which is not the case. The current rate of urbanization of these watersheds seems to be the most relevant factor to justify this trend. In this case, the decrease in precipitation seems to have been compensated by the increase in runoff. Thresholds of impervious surfaces beyond which urbanization is supposed to have, at the watershed scale, an influence on the flows of rivers are proposed in the literature, although the figures put forward by the various authors are somewhat little different. The threshold proposed by Yang et al. (2010) is the lowest (3–5%). Some authors place this threshold at 10% of impervious surfaces (Booth & Jackson 1997), while others place it at 20% (Brun & Band 2000). In all cases, the rates observed in the cases studied are higher than those proposed in the literature. Under these conditions, it is logical that hydrological alterations such as those highlighted occur in these watersheds. The impact of urbanization on flows has been already reported in studies carried out in SSA (Leblanc et al. 2007; Ebodé et al. 2020) and elsewhere (Dias et al. 2015; Lee et al. 2018).

The goal of this study was both to characterize, over the last 5 or 7 decades (depending on data availability), the hydroclimatic variability in the Sanaga watershed (at Song Mbengue and Nachtigal gauging stations) and on four of its sub-watersheds (Mbakaou, Lom Pangar, Magba and Bamendjing), and also to look for the key factors explaining the observed hydrological fluctuations. We used strong analytical methods in our study, namely the Pettitt and Mann-Kendall tests, as well as supervised classifications. Our results indicated that annual rainfall decreased throughout the Sanaga watershed. This decrease is statistically significant only in the case of the Sanaga watershed at Nachtigal (−5%), for which the study focused on a relatively long series, from 1950–51 to 2015–16. This seems quite logical insofar as this series incorporates the variability of the 1950 and 1960s, which are well known to be very wet in the region investigated. However, although the rainfall decreased in this watershed, the flows increased in the different cases studied, although these increases are not statistically significant. The 2010s seems to be particularly affected by this increase, including in the Sanaga watershed at Nachtigal, where the general trend of discharges is downward. The flows increase in the Sanaga watershed could be linked to the augmentation of impervious areas in the latter (between +181.3 and +1,300% for built and roads, and between +4.1 and +11.9% for bare soils), which could compensate for the drop in precipitation by increasing runoff.

Although this study provides useful information on the general behavior of flows in the Sanaga watershed, it nevertheless leaves some uncertainties related to the gaps in the observed flow series. Other information that could have been obtained in the absence of these gaps has probably remained latent. Regular measurements of the flows of the rivers in the Sanaga watershed are therefore essential to solve this problem.

The author warmly thanks the direction of the LMI DYCOFAC, at Yaoundé, for their administrative support.

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

The authors declare there is no conflict.

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