Systematic Synthesis of Knowledge Relating to the Hydrological Functioning of Inland Valleys in Sub-Saharan Africa
Abstract
:1. Introduction
2. Methodology
2.1. Definition of “Inland Valleys”
2.2. Research Database
2.3. Data Collection, Processing, and Analysis
- (1)
- What are the physical parameters that govern the genesis and dynamics of runoff in inland valleys?
- (2)
- What specific challenges does hydrological modeling currently face in the inland valley systems?
3. Results
3.1. Global Evolution of Research on the Hydrological Functioning of Inland Valleys in Tropical Africa
3.2. Methodologies Used in Literature to Study the Hydrological Functioning of Inland Valleys
- -
- Choose inland valley catchments (between 1 and 200 km2) that are representative of the environment (relief, vegetation, soils);
- -
- Observe all elements of the hydrological cycle intensively for 2–5 years to deduce reliable rainfall–flow relationships;
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- Extrapolate the rainfall–runoff relationships over time on the representative basin and perform statistical analysis on them;
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- Regionalize results to extrapolate hydrological data to ungauged basins.
3.3. Hydrological Functioning of Inland Valleys
3.3.1. Mains Flows at Inland Valleys Catchment Scale
3.3.2. Driving Factors of Hydrological Response in Inland Valleys
3.4. Modeling the Hydrological Functioning of Inland Valleys
3.4.1. Process Reproduction
3.4.2. Predictive Impacts Assessments of Change in Drivers
4. Discussion
4.1. Physical Parameters That Govern the Genesis and Dynamics of Runoff in Inland Valleys
4.2. Challenges for Hydrological Modeling of Inland Valley Systems
5. Conclusions
Author Contributions
Funding
Data Availability Statement
Acknowledgments
Conflicts of Interest
Appendix A
Section and Topic | Item # | Checklist Item | Location Where Item Is Reported |
---|---|---|---|
TITLE | |||
Title | 1 | Systematic synthesis of knowledge relating to the hydrological functioning of inland valleys in Sub-Saharan Africa | Page 1, Line 2–3 |
ABSTRACT | |||
Abstract | 2 | Inland valleys offer a unique opportunity to increase food security and the resilience of agriculture to climate change in Africa. However, their potential is constrained by a limited understanding of their hydrological functioning and inadequate water management. In order to synthesize knowledge on hydrological responses in inland valley areas, this work reviewed 275 studies from tropical Sub-Saharan Africa (SSA). Literature search data were extracted from Scopus™, ScienceDirect™, Web of Science™, Google Scholar™, and doctoral theses from ZEF, HAL, and Theses.fr, covering studies published from database inception through 31 May 2023. Our approach involved, firstly, a bibliometric analysis of all papers to gain insights into research trends and interests. Secondly, we performed a quantitative synthesis of results from 66 studies, examining stream flows in a set of 79 inland valleys to better understand factors that govern water dynamics in these environments. Correlative analyses and clustering methods were applied to identify potential links between runoff and watershed physical parameters. The findings highlight the varied responses of inland valleys over both time and space, influenced by a combination of catchment drivers. The correlation matrices between hydrological indices and physical parameters indicate a strong relationship among runoff and a range of parameters, of which the most significant are rainfall (R2 = 0.77) and soil silt content (R2 = 0.68). Challenges in accurately spatializing information related to potential determining components of the water cycle, such as groundwater dynamics and soil moisture, seem to have limited the exploration of interactions between river flow, soil moisture, and groundwater. Future works should prioritize the development of accurate hydrological models to enhance the understanding of inland valley behavior at fine scales and consolidate food security in Africa. | Page 1, Line 12–34 |
INTRODUCTION | |||
Rationale | 3 | Despite their immense potential, the productive capacity of inland valleys in tropical Africa remains largely underexploited [3,8,9]. Inland valleys are often neglected for agricultural development due to constraints linked to their exploitation such as difficult tillage, water control issues, and waterborne diseases. In particular, the complexity of the hydrological regime [10] is problematic for designing appropriate hydro-agricultural management infrastructure [7]. Due to their upstream position in the hydrographic network and their spatial distribution, inland valleys seem to exhibit “hydrological specificities”. Enhancing water resource management of inland valleys, therefore, needs a better understanding of their hydrological functioning. Accordingly, numerous studies have explored various aspects of the hydrological functioning of these unique wetlands over the past half-century. However, from the synthesis of knowledge obtained from these research works, little consensus has been reached regarding the processes governing water dynamics in these environments [11,12,14,15,16,17,68]. Ref. [17] explains this situation by a lack of comparable precise data between the inland valleys studied. Other sources underscore the difficulty of capturing fundamental hydrological processes to be generalized on the different sites [10]. Uncertainties persist regarding the mechanisms driving the spatio-temporal dynamics of water in these catchments. The ability to forecast hydrological characteristics, especially runoff, in ungauged inland valleys has gained even greater significance in the face of climate change impacts on tropical regions. | Page 2, Line 52–71 |
Objectives | 4 | Question 1: What are the physical parameters that govern the genesis and dynamics of runoff in inland valleys? Question 2: What specific challenges does hydrological modeling currently face in the inland valley systems? | Page 6, Line 191–194 |
METHODS | |||
Eligibility criteria | 5 | To ensure the relevance of the search results, a screening process was conducted to exclude duplicate documents. The remaining documents were then verified based on their titles and abstracts, with those deemed outside the scope of the study being excluded. Only documents written in French and English were considered for this study. In addition to scientific documentation, grey literature sources were explored, including project reports and existing documentation from various non-governmental organizations (NGOs) involved in inland valley management. This grey literature served as a valuable resource and supported the analysis and discussion in this study. | Page 4, Line 149–155, Figure 1 |
Information sources | 6 | Literature search data were extracted from ScopusTM, Science DirectTM, and Web of ScienceTM databases. The choice of its base is justified by the reliability of the peer-reviewed scientific publications provided therein [36]. Additionally, relevant documents from the Google ScholarTM database and the thesis dissertation (from ZEF, HAL, and Theses.fr doctoral theses) were also considered. | Page 4, Line 135–138 |
Search strategy | 7 | We applied “keyword search”, which offers the advantage of covering a wide range of articles compared to searching by title alone. The selected keywords focused on the hydrological functioning of inland valleys in Africa. The research equations incorporated three factors: (1°) the known names of the inland valleys ecosystems, (2°) the research object (hydrological functioning and water flow dynamics), and (3°) the geographical zoning (Africa and south of the Sahara). The types of documents considered are articles, book chapters, conference presentations, and doctoral thesis reports. To include all the documents produced on the subject, the terms presented in Table 1 were used in the field (title, abstract, and keywords). Additionally, a “citation hunting” strategy was employed by reviewing and selecting relevant references cited in the initially selected documents. A summary of the keyword combinations used to capture inland valley hydrology literature is provided in Table 1. | Page 4, Line 138–148 |
Selection process | 8 | Conceptualization of the manuscript was done by all the authors. The electronic search of relevant papers, filtration, and exclusion was conducted by A.M. Tidjani, who wrote the first draft. P.G. Tovihoudji and S. Petit were involved in confusion clarification, selection, and exclusion. The final manuscript was read and approved by all authors. To ensure the relevance of the search results, a screening process was conducted to exclude duplicate documents. The remaining documents were then verified based on their titles and abstracts, with those deemed outside the scope of the study being excluded. The exclusion criteria applied in this study were based on two factors: a non-compliant study subject (focusing on aspects of inland valleys other than hydrology) and a non-compliant study site (examining wetlands other than inland valleys). | Page 4, Line 149–151, Figure 1 |
Data collection process | 9 | Within this study, we initially assessed all the documents, having dealt with an aspect of the hydrological functioning of inland valleys. These documents were then divided into two main classes, namely the “primary documents”, which deal with the analysis of raw hydrological data and the “secondary documents”, which represent the literature review documents. Both the primary and secondary documents were used for the narrative analysis of the hydrological functioning. The data of the primary documents were collected and analyzed for a better understanding and the mapping of studies on the dynamics of water in inland valleys. These documents were also used to extract quantitative data to address the study’s objective, based on a data extraction form reports specifically developed and employed (see questions in the objective section). The form was piloted using 10 arbitrarily selected studies, with extracted data compared and inconsistencies resolved through feedback and discussions among the authors. | Page 4–6, Line 162–166, 181–196 |
Data items | 10a | The full bibliometric data of the primary documents were collected and analyzed for a better understanding and mapping of studies on the dynamics of water in inland valleys (Table 2). To analyze the priority study topics covered in the literature, the primary studies were categorized based on the main aspects of the water cycle they address: surface water dynamics, soil water dynamics, and/or groundwater dynamics. By considering runoff as the reflection of the aggregate hydrological behavior of the system, we focused on the studies addressing the question of surface runoff at the outlet of inland valleys (Table 3). | Page 6–7, Line 169–205 |
10b | The data collected are summarized in Table 2 and Table 3 | Page 6–7, Line 179–205 | |
Study risk of bias assessment | 11 | The risk of bias assessment was conducted based on the authors’ expertise, with a focus on the study design, data extraction, data analysis, and study report content. Additionally, automation tools, including WebPlotDigitizer software [45], were utilized to facilitate and streamline the initial data extraction process. | Page 9, Line 212–213 |
Effect measures | 12 | Specify for each outcome the effect measure(s) (e.g., risk ratio, mean difference) used in the synthesis or presentation of results. | N/A |
Synthesis methods | 13a | In this study, we used a mixed approach combining bibliometric analysis and statistical synthesis of previous studies to better understand the mechanisms governing water dynamics in inland valleys. These methodologies allow knowledge accumulation through a stronger focus on data extraction from available peer-reviewed articles and allow previous studies to be analyzed in a hydrologically meaningful way [19]. We initially assessed all the documents having dealt with an aspect of the hydrological functioning of inland valleys. These documents were then divided into two main classes, namely the ‘’primary documents’’, which deal with the analysis of raw hydrological data and ‘’secondary documents’’, which represent the literature review documents. Both the primary and secondary documents were used for the narrative analysis of the hydrological functioning. The full bibliometric data of the primary documents were collected and analyzed for a better understanding and the mapping of studies on the dynamics of water in inland valleys (Table 2). To analyze the priority study topics covered in the literature, the primary studies were categorized based on the main aspects of the water cycle they address: surface water dynamics, soil water dynamics, and/or groundwater dynamics. By considering runoff as the reflection of the aggregate hydrological behavior of the system, we focused on the studies addressing the question of surface runoff at the outlet of inland valleys. The methodological approaches applied to these documents are summarized in Table 2. Only experimental studies were considered in this section. The following documents were, therefore, excluded from this section: review of inland valley hydrology, study of certain aspects of hydrological functioning (soil moisture, aquifer dynamics) without addressing the question of surface runoff, and study of runoff based on generic data estimations or experimental data carried out on a plot scale. | Page 2, Line 80–84 Page 4, Line 162–167, Line Page 6, Line 182–193 |
13b | The data preparation included using reading and/or WebPlotDigitizer to extract data from papers, followed by converting the physical, climatic, and hydrological data into standardized formats. The accuracy of the extracted data was validated through expert verification and comparison with established benchmarks. | Page 9, Line 208–259 | |
13c | Results from individual studies and syntheses were tabulated using descriptive statistics and pivot tables, with visual displays including graphs and charts to illustrate the spatio-temporal dynamics and key findings. Correlative analyses and clustering methods were applied to identify potential links between hydrological components and watershed physical parameters | Page 6, Line 170–179. Page 9, Line 208–259 | |
13d | Results were synthesized using descriptive statistics, correlative analyses, and regression models to explore relationships between physical parameters and hydrological responses, complemented by K-means clustering for hydrological response classification; these methods were chosen to identify patterns and predictive factors effectively, and statistical analyses were performed using tools like QGIS, Google Earth Engine, and relevant bibliometric platforms. | Page 9, Line 208–259 | |
13e | Heterogeneity among study results was explored using subgroup analyses based on climatic zones, land cover types, and topographic characteristics, meta-regression to assess the influence of specific physical, climatic, and hydrological variables on runoff variability, and clustering tests to identify patterns and group studies with similar characteristics. | Page 9, Line 208–259 | |
13f | Sensitivity analyses were conducted by varying inclusion criteria, and testing alternative statistical models to assess the robustness of the synthesized results and identify the influence of specific data sources or methodological choices on overall findings. | N/A | |
Reporting bias assessment | 14 | The primary papers used in this study are peer-reviewed. Additionally, the authors assess selective reporting bias by analyzing the methodology and results of the published papers, while also applying their expertise in hydrology to evaluate the reliability of the findings | Page 9, Line 242–243 |
Certainty assessment | 15 | Describe any methods used to assess certainty (or confidence) in the body of evidence for an outcome. | N/A |
RESULTS | |||
Study selection | 16a | This study incorporates findings from 275 publications that present results on the dynamics of water in inland valley areas in tropical Africa. The earliest paper dates back to 1973, but the bulk of the literature—77%—was published in the last twenty-three years (2000–2022). The analysis of the statistics in relation to the documentation used for narrative purposes in this study (188 documents) reveals a difference in the format of the rendering of the documents pre and post 2000. | Page 10, Line 262–266 |
16b | It is crucial to note that some watersheds, similar to inland valleys in some points but fundamentally different regarding the longitudinal slopes of the main stream, have been observed in the eastern and southern zone of the continent and have not been considered in this study. Examples of these basins include Debre Mawi, Ene Chilala, Zenako-Argaka, Andit Tid, Maybar, Bekafa, Enkulal sub-catchments, Gomit in Ethiopia, Kwalei in Tanzania, Cathedral Peak Forestry Research Station, Two-stream research catchment, Bosboukloof-Langrivier in South Africa. Certain catchments were excluded due to a lack of the necessary elements to assess their nature, particularly regarding discriminatory physical criteria such as surface area, longitudinal slope of the flow axis, or soil type. These include the basins of Kromme (K90A and K90B), national gauging stations code A2H039 and A2H038 in South Africa, and Mpamadzi and Mpira river catchment in Malawi. Most of these wetlands are located in the steep slope regions of the eastern and southern parts of continent. | Page 11, Line 290–300 | |
Study characteristics | 17 | Table A2, Table A3 and Table A4 in the manuscript provides a list of the primary studies selected | Page 37–43 |
Risk of bias in studies | 18 | The review primarily focused on descriptive evidence of the results and did not include an evaluation of empirical findings of each study. | N/A |
Results of individual studies | 19 | A quantitative synthesis of studies was performed to assess the global trends in research on the hydrological functioning of inland valleys in tropical Africa and the key driving factors of hydrological response in these valleys. | Page 10–14, Line 261–391 |
Results of syntheses | 20a | This study incorporates findings from 275 publications that present results on the dynamics of water in inland valley areas in tropical Africa. The earliest paper dates back to 1973, but the bulk of the literature—77%—was published in the last twenty-three years (2000–2022). The analysis of the statistics in relation to the documentation used for narrative purposes in this study (188 documents) reveals a difference in the format of the rendering of the documents pre- and post-2000. Documents from the first period, presented mainly in the form of reports, did not allow the exploitation of experimental data as desired here. For the post-2000 period, the average of eight publications per year highlights the substantial increase in scientific production (Figure 2). The scope of research has broadened, moving beyond the rain-runoff relationship to encompass other aspects of the hydrological cycle in inland valley areas, such as soil moisture and groundwater dynamics. The field is still growing however, most studies are mainly project-dependent, and this reality impacts publication trends. For example, there was a noticeable surge in publications in 2009 when a significant set of scientific advancements from the AMMA-CATCH observatory were presented in a special issue of the Journal of Hydrology [50]. Eighty-nine percent of the documentation used is in the form of a scientific article with ninety-six percent of the documents written in English, reflecting the predominant mode of scientific communication on the subject. | Page 10, Line 262–277 |
20b | The correlation matrices between hydrological indices at multiyear scale and physical parameters confirm the strong relationship between runoff and a panel of parameters (Figure 8). In disregarding parameters assessing potentially the same characteristics, the parameters exhibiting the highest correlations with runoff are rainfall (R2 = 0.77) and soil texture (R2 = 0.68 with silt content). Clay content (at a depth of 2 m and at the catchment surface) emerges as crucial discriminant factors, with clayey soils tending to exhibit higher runoff coefficients and high Baseflow Index (BFI). Topographic parameters like Upstream Drainage Area and Elevation factors present high correlations with a Mean Runoff Coefficient. Tree cover globally presents a thereshold effect on the runoff and has a negative correlation with quick flows (R2 = −0.53). | Page 18, Line 520–528 | |
20c | Relations between runoff coefficient and land cover factors at annual scale give a good illustration of impact of Tree Cover on runoff in studied sites (Figure 9). Land use appears to have a differentiated impact on runoff according to climatic zoning, particularly in relation to the Non-Tree Vegetation Area. In areas with high rainfall, there is like a threshold at which the effect of rain on runoff becomes negligible at annual scale. Given this observation, we hypothesize that land cover in general, and tree canopy in particular, through interception play a crucial role in this threshold effect by reducing the portion of rainfall that contributes to runoff. Annual tree cover (TC) relations with runoff coefficient tend to confirm this hypothesis. | Page 21, Line 543–550 | |
20d | According observed correlations, we test a regression approach to determine a predictive equation of annual runoff using most reliable physical parameters. Obtained equation based on rainfall, average silt content in the soil, tree cover and upstream drainage area give reasonable predictions results in calibration but performs poorly in validation tests (Figure 10). | Page 21, Line 553–556 | |
Reporting biases | 21 | Present assessments of risk of bias due to missing results (arising from reporting biases) for each synthesis assessed. | N/A |
Certainty of evidence | 22 | The study was strictly descriptive and highlight the varied responses of inland valleys over both time and space, influenced by a combination of catchment drivers. The correlation matrices between hydrological indices and physical parameters indicate a strong relationship among runoff and a range of parameters, of which the most significant are rainfall (R2 = 0.77) and soil silt content (R2 = 0.68). | Page 10–24 |
DISCUSSION | |||
Discussion | 23a | Based on the statistical analysis of information gathered from previous works, it has come to our attention that precipitation is the primary factors impacting runoff. We have observed different responses in function of climatic zones. Runoff ratio means and magnitude are particularly important in dry and temperate regions. Our results confirm literature trends which underlined the intense nature of runoff in the Sahelian zone due to soil crusting [118]. The increasing trend in extreme rainfall events reported by scientific community [107,108], as well as the low soil coverage, undoubtedly contribute to this important runoff. Heterogeneity observed in the hydrological responses can be explained by the importance of other catchment features in the hydrological process. Along morphological characteristics, altitude, axis flow slope and upstream drainage area have a notable influence on hydrological response in inland valleys. High relief areas, characterized by steep slopes and significant elevation differences, often experience enhanced runoff due to the accelerated movement of water downslope. When rainfall occurs in such areas, the water quickly flows over the surface, resulting in increased surface runoff. Numerous studies have documented this effect of topography on runoff in African inland valleys [17,119]. The analysis of runoff coefficients according to soil texture has highlighted the discriminative nature of particle size composition on runoff. The presence of silt and/or clay in soils appears to strongly enhance runoff, while sandy soils, on the contrary, seem to attenuate it. This observation confirms previous hypothesis and main reports on the subject [52]. Clay content in the soil directly affects the infiltration capacity and permeability of the soil, all of which play a significant role in determining the amount of runoff generated. Soil with high clay content tends to have smaller pore spaces and lower permeability, leading to reduced infiltration rates. As a result, when rainfall occurs on clay-rich soils, a larger portion of the water remains on the surface and contributes to runoff. The cohesive nature of clay particles also contributes to the formation of surface crusts or seals when exposed to rainfall. These crusts can further impede water infiltration and promote surface runoff, especially in areas with intense or prolonged rainfall events. Our results also highlight the effect of land cover on annual runoff. We found that tree cover notably demonstrates a threshold effect on the runoff coefficient mainly in temperate and tropical climate. It is generally accepted that vegetation intercepts rainfall, reducing the direct impact of raindrops on the soil surface and promoting water storage on plant canopies. This interception process delays the onset of runoff and allows for increased infiltration. Based on the collected dataset, land cover attributes appear to be an important predictor of baseflow (BFI) and also a good mitigation factor for quickflows. This shows a ‘conditional sponge effect capacity’ of inland valleys when they are not fundamentally disturbed. In this study case, ‘’Non Tree Vegetation’’ land cover class appears to have a differentiated impact on runoff depending on the climatic zoning. This difference is explained by the applicability of the ‘Non-Tree Vegetation Area’ concept to these different climatic zones. In tropical regions, non-forested vegetation comprises grasses, shrubs, and agricultural landscapes, offering extensive ground cover that helps reduce soil erosion, slow surface water runoff, and enhance infiltration, often supported by agricultural management practices. In arid zones, ‘Non-Tree Vegetation Areas’ largely correspond to cultivated land. Runoff is mitigated here by agricultural practices that incorporate management strategies to a greater or lesser extent. Conversely, the ‘Non-Tree Vegetation Area’ appears more as a proxy for the destruction of forested areas in favor of grazing or cultivated areas in temperate climates. This destruction of vegetation cover in favor of agricultural areas leads to an increase in runoff even under management conditions. The effect of ‘Non-Tree Vegetation Areas’ in inland valleys under tropical climate is in accordance with results of [10,88] which hypothesize that runoff volume and flood magnitude are accentuated by agricultural land use. They justify their observation by lower infiltration rates observed on agricultural land than on natural vegetation or fallow which results in higher surface runoff. In a pratical way, these results underscore the importance of responsible land use practices and conservation efforts in catchments management approach [120]. Differences in the impact of ‘Non-Tree Vegetation Area’ among climate zones also shed light on the complexity of land cover interactions with the hydrological system, resulting in a debate within the scientific community. The factors influencing runoff at the watershed scale are complex, and the influence of some factors may be concealed [121], especially in analysis based on small sample sizes. We must mainly retain that in inland valleys, the soil-cover acts as the differentiating factor while precipitation serves as input to the production function [47]. | Page 24–25, Line 682–743 |
23b | The limited data set available for inland valleys in the existing literature restricts the generalizability of findings to a broader range of conditions. Further studies are crucial to validate the proposed hypothesis and explore the variability of hydrological responses across different geographical regions. | N/A | |
23c | However, and despite the random nature of the sample used in this exercise, it should be noted that it cannot be considered sufficiently comprehensive to draw definitive conclusions. The uncertainties related to the data used, along with the unavailability of information that would have been important to consider (such as data on water management practices implemented on the sites), serve as notable constraints on the analyses conducted. | Page 27, Line 814–819 | |
23d | Good data availability and the non-stationarity of processes are the main challenges that face hydrological modeling of inland valleys systems. In chapter 3.2 of this review, we extensively discussed the gaps in hydrological data and analyzed possible solutions to address this situation. Given the significant impact of rainfall on surface runoff, and the restricted capacity for on-site monitoring in the Sub-Saharan regions, we found it necessary to evaluate the suitability of using generic data for monitoring rainfall in studies of inland valleys. Further researchs on finer scales (daily and sub-daily) with integration of others gridded precipitation dataset are desirable in this field to evaluate the potential of generic data for water management studies in inland valleys. There remains an important need for research on classical rainfall–runoff hydrological modeling for engineering applications in water resources management, water supply infrastructure design, flood and drought prediction processes. Studies must address the challenge to understand hydrological response at sub-daily/event scale. Nevertheless, further research is also needed to understand runoff component and factor that drive each component. Ref. [77] did the same observations and recommend more studies to prove the hypotheses related to interflow processes. Difficulties on the spatialization of information related to certain components of the water cycle, such as groundwater dynamics and soil moisture, seem to have limited the exploration of the river-soil moisture-groundwater interrelationships. The integration of high-resolution satellite data and advanced interpolation techniques should help overcome this constraint. Understanding the relationships between runoff and its parameters could pave the way for incorporating site-specific parameters into modeling using flexible models such as Superflex [123]. Possibilities of assimilation of high precision soil data into a hydrological model can improve the accuracy and reliability of predictions and help to address question about capacity of head water catchment to remember or anticipate his response to climate. Soil moisture data assimilation for instance has found increased applicability in hydrology due to receneasily available remotely sensed soil moisture data [124]. The influence of physical parameters on runoff and the heterogeneity of these parameters across contributing zones within the same catchment underscore the need for fine-scale characterization of these parameters. Given the importance of physical characteristics to predict flow metrics and the fact that these features are not easily captured by catchment average values some authors like [125] recommend more detailed catchment descriptors. Numerous studies have reported the deterioration of drainage networks in many inland valleys [126]. These changes are not detectable with freely available Digital Elevation Models. Similarly, the properties of soils and aquifers need to be better characterized in order to gain a more detailed understanding of their interaction and their impact on water distribution within the catchment. On this question, ref. [94] showed that streamflow simulation performances using freely available global soil datasets can be improved through integration of locally measured soil information and that availability of local soil information is critical for daily hydrologic model simulations. This is also critical for planning effective soil and water management practices at plot and field scales. In the same way, ref. [127] found that within recent advanced hydropedological techniques valuable ‘soft data’ can be generated to reflect internal catchment structure and processes. Such hydropedological soft data have a good potential for realistic calibrations of hydrological models, especially those conducted in inland valleys with limited hydrometric measurements. As an important boundary condition and input data for hydraulic modeling [39], topographic data with good resolution can allow better simulation with distributed models. Significant changes have been observed in climatic parameters and land use, affecting hydrological processes in inland valleys and emphasizing the need for improved modeling approaches. Yet, long term impact of traditional or modern management schemes, implemented in inland valleys, are not well documented. At the same time, numerous cases of poorly managed schemes are reported and can be observed in many countries [7]. The effectiveness of the Rapid Pre-development Diagnosis (DIARPA) [33] as a support tool for designing inland valley management systems in West Africa is increasingly being called into question in this context. It is suggested that the design of appropriate water management systems for inland valleys should rather be based on validated dynamic modeling approaches. Lastly, interdisciplinary research collaborations including involvement of stakeholders in data collection (Citizen Science), integration of advanced remote sensing techniques and geospatial analysis can enhance our understanding of inland valley hydrology. Combining local knowledge and hydrological expertise can lead to the gain of valuable insights into the complex processes governing water dynamics in these unique landscapes. By addressing these challenges, scientist, policymakers and stakeholders can make informed decisions regarding sustainable water management practices, taking into account both environmental and socio-economic considerations. Nature-based solutions, such as reforestation and wetland restoration should be integrate in management schemes to help reduce water risks to economies and society [128]. | Page 26–27, Line 745–805 | |
OTHER INFORMATION | |||
Registration and protocol | 24a | Provide registration information for the review, including register name and registration number, or state that the review was not registered. | N/A |
24b | Indicate where the review protocol can be accessed, or state that a protocol was not prepared. | N/A | |
24c | Describe and explain any amendments to information provided at registration or in the protocol. | N/A | |
Support | 25 | This research was funded by Wallonie Bruxelles International (WBI) as part of the BAFONBE Project. | Page 28, Line 840 |
Competing interests | 26 | The authors declare no conflicts of interest. | Page 28, Line 850 |
Availability of data, code and other materials | 27 | All data and material are presented in the manuscript | N/A |
Continent Zone | Country | Climate | References | Sites Studied | Area (km2) | Studied Period | Number of Events |
---|---|---|---|---|---|---|---|
West Africa | Senegal | Bsh | [129] | Ndiba | 16.2 | 1983–1992 | 28 |
Benin | Aw | [56] | Upper Aguima | 3.2 | 2002 | 10 | |
Upper Niaou | 3.5 | 2002 | 10 | ||||
Ivory Coast | Aw | [93] | Booro-Borotou | 1.36 | 1984–1987 | 30 | |
East Africa | Rwanda | Aw | [130] | Kansi | 129.3 | 2010 | 08 |
Tanzania | Aw | [131] | Mataini | 0.3 | 2007–2008 | 10 | |
Bangalala | 25.3 | 18 | |||||
Kenya | As | [132] | Gikuuri | 5.7 | 2001–2003 | 07 | |
Am | [133] | NF—Natural Forest | 35.9 | 2007–2008 | 10 | ||
Af | TTP—Tea and Tree Plantations | 33.3 | 09 | ||||
Aw | SHA—Small Holder Agriculture | 27.2 | 10 | ||||
Cfb | [134] | Lagan | 5.44 | 1958–1980 | 18 | ||
Cfb | Sambret | 7.2 | 16 | ||||
Ethiopia | Cwb | [135] | Kasiry | 3.99 | 2014–2015 | 06 | |
Cwb | Akusity | 3.43 | 06 | ||||
South Africa | Zimbabwe | Bsh | [136] | Zhulube | 30 | 2007–2008 | 06 |
Cwb | [87] | Grassland Research Station | 3.33 | 1996 | 02 | ||
Final sample size (17 sites) | 204 |
Continent Zone | Country | Climate | References | Sites Studied (Observations) | Area (km2) | Studied Period | |
---|---|---|---|---|---|---|---|
West Africa | Nigeria | Aw | [137] | Gidan Kwano | 0.623 | 2009 | |
Ghana | [138] | Yepelugu | 10.3 | 1993–1994 | |||
Mali | Sidaribougou | 24.8 | 1993–1994 | ||||
[139] | Dounfing | 17.5 | 1994–1995 | ||||
Djitiko | 103 | ||||||
Belekoni | 120 | ||||||
Benin | [88] [56] [4] | Upper Niaou | 3.5 | 2001–2003 | |||
Upper Aguima | 3.2 | ||||||
Lower Aguima | 16.5 | ||||||
[86] [70] | Ara | 13 | 2003–2006 | ||||
Donga-Kolokondé | 105 | ||||||
[90] [10] | Nalohou | 0.16 | 2009–2012 | ||||
Burkina-Faso | Aw | [72,140] | Bankandi-North | 09 | 2014–2016 | ||
Bankandi-Loffing | 30 | ||||||
Bankandi South | 2.32 | 2015 | |||||
Mebar Low | 7.85 | ||||||
Mebar Up | 4.66 | ||||||
Fafo | 11.3 | ||||||
Bsh | [141] c [142] a [143] b [144] b [105] c | Tougou BV1 | 0.338 | 2010–2011 a 2010–2015 b 2004–2018 c | |||
Tougou BV2 | 0.338 | ||||||
Tougou | 37 | ||||||
[145] [146] [147] [148] | Katchari | 0.014 | 1998–2000 | ||||
Niger | [126] [149] | Bazanga | 0.35 | 1991–1993 | |||
Wankama | 1.9 | ||||||
Sama Dey | 6.3 | 1992–1993 | |||||
[150] | Banizoumbou | C1 | 0.047 | 1994 | |||
C2 | 0.111 | ||||||
[151] [152] [153] [111] | Tondi Kiboro | Tondi Kiboro Amont | 0.047 | 1991–1994 2004–2011 | |||
Tondi Kiboro Aval | 0.064 | ||||||
Bodo | 0.122 | ||||||
[111] | Wankama | Wankama Amont | 0.03 | 2004–2008 | |||
Wankama AMZE | 0.032 | ||||||
Central Africa | Congo | Af | [154] | Yoko | 3.11 | 2019–2020 | |
Cwa | Miombo | 5.88 | |||||
Cameroon | Aw | [155] [156] | Nsimi | 0.6 | 1994–1999 | ||
East Africa | Kenya | Aw | [5] | Tegu | 2.3 | 2009–2011 | |
Cfb | [157] | Sambret | 1958–1973 | ||||
Lagan | |||||||
Am | [133] [158] | Sous-bassin “Forêt Naturelle” du bassin de Sondu | 35.9 | 2014–2018 | |||
Af | Sous-bassin “Plantation de Tea” du bassin de Sondu | 33.3 | |||||
Aw | Sous-bassin “Parcelle Agricole” du bassin de Sondu | 27.2 | |||||
Cfb | [93] | Sous-bassin Forêt du bassin de Kapchorwa | 0.128 | 2007–2008 | |||
Sous-bassin Conversion de 05 ans du bassin de Kapchorwa | 0.144 | ||||||
Sous-bassin Conversion de 10 ans du bassin de Kapchorwa | 0.0901 | ||||||
Sous-bassin Conversion de 50 ans du bassin de Kapchorwa | 0.100 | ||||||
Ethiopia | Csb | [159] | Kecha | 3.89 | 2015–2018 | ||
Laguna | 3.41 | ||||||
Csa | [160] | Kasiry | 3.99 | 2014–2015 | |||
Akusity | 3.43 | ||||||
Cwa | [161] | Upper-tankwa | 130 | 2006–2007 | |||
Enda-selassie | 121 | ||||||
Cwb | [162] | Dangishta/Brante | 66 | 2015–2017 | |||
[59] | Kilti | 165 | 2014–2018 | ||||
Cwa | [163] | Aynalem | 72 | ||||
Aw | [164] | Munyazi-Rwabuye | 38.6 | 2009 | |||
Mukura | 41.6 | ||||||
Akagera | 32.2 | ||||||
Kansi | 150 | ||||||
Uganda | Am | [72] | Namulongue | 30 | 2015 | ||
South Africa | Zambia | Cwa | [28] | Kafue basin A | 1.43 | 1967–1971 | |
Kafue basin B | 1.13 | ||||||
Kafue basin G | 0.95 | ||||||
Kafue basin J | 1.28 | ||||||
Zimbabwe | [165] | Chizengeni catchment | 2.74 | 1985–1986 | |||
Marondera catchment | 3.52 | ||||||
BSh | [166] | Romwe catchment | 4.60 | 1995–1996 | |||
[74] | 1999–2001 | ||||||
[74] [167] | Mutangui | 5.9 | 1999–2001 | ||||
Cwb | [166] [87] [67] [65] | Grassland Research Station | 3.33 | 1995–1996 | |||
South Africa | Cwb | [168] [169] | Weatherley | 1.5 | 1998–2001 2004 | ||
Cwb | [170] | Noordkaap X2H010 | 126 | 2004–2012 | |||
Cwb | Queens X2H008 | 180 | 2004–2012 | ||||
Csb | [171] | Sandspruit | 152 | 2008–2009 | |||
Final sample size (71 sites) |
Continent Zone | Country | Climate | References | Sites Studied | Area (km2) | Studied Period |
---|---|---|---|---|---|---|
Central Africa | Cameroun | Aw | [155] [156] | Nsimi | 0.6 | 1994–1999 |
West Africa | Benin | Aw | [88] [56] [4] | Upper Niaou | 3.5 | 2001–2003 |
Upper Aguima | 3.2 | |||||
Lower Aguima | 16.5 | |||||
[87] [71] | Ara | 13 | 2003–2006 | |||
Donga-Kolokondé | 105 | |||||
[90] [10] | Nalohou | 0,16 | 2007–2012 | |||
[72] | Bankandi-North | 09 | 2014–2016 | |||
Bankandi-Loffing | 30 | |||||
Bsh | [141] c [142] a [143] b [144] b [106] c | Tougou BV1 | 0.061 | 2010–2011 a 2010–2015 b | ||
Tougou BV2 | 0.338 | |||||
Tougou | 37 | 2010–2011 a 2010–2015 b 2004–2018 c | ||||
[145] [146] [147] [148] | Katchari | 0.014 | 1998–2000 | |||
Niger | [126] [149] | Bazanga | 0.35 | 1991–1993 | ||
Wankama | 1.9 | |||||
Sama Dey | 6.3 | 1992–1993 | ||||
[151] [152] [153] [111] | Tondi Kiboro Amont | 0.047 | 1991–2011 | |||
Tondi Kiboro Aval | 0.064 | |||||
Bodo | 0.122 | |||||
[111] | Wankama Amont | 0.03 | 2004–2008 | |||
Wankama AMZE | 0.032 | |||||
East Africa | Ethiopia | Aw | [59] | Brante | 66 | 2014–2018 |
Kilti | 165 | 2014–2018 | ||||
Kenya | Aw | [158] | Sous-bassin “Forêt Naturelle” du bassin de Sondu | 35.9 | 2014–2018 | |
Am | Sous-bassin “Plantation de Tea” du bassin de Sondu | 33.3 | ||||
Af | Sous-bassin “Parcelle Agricole” du bassin de Sondu | 27.2 | ||||
South Africa | Zambia | Cwa | [28] | Kafue basin (A, B, G, J) | 1.5 | 1967–1971 |
Zimbabwe | Aw | [87] | Grassland Research Station | 3.33 | 1956–1995 | |
BSh | [166] [74] | Romwe catchment | 4.60 | 1995–1996 1999–2001 | ||
South Africa | Cwb | [168] | Weatherley | 1.2 | 1998–2001 |
Settings | Tools and Methods Used in Litterature | Time and Spatial Accuracy | Ratio of Studies (Indicative Value Based on Analysed Studies) | Comments/Interesting Options (See [18] for More Options) |
---|---|---|---|---|
Morphology/Topography | Satellites data (SRTM, ASTER 30) | 30 m | 65% | Micro topography not taken into account |
SRTM 30 + DGPS (valley bottom) | 5 m | 25% | ||
Land Use Land Cover: | MODIS, LANDSAT ETM, RapidEye TerraSARX, SENTINEL 2 | 500 m to 05 m (1/2 days) | 100% | The spatial resolution is interesting but characterization possibilities at a finer scale would be good |
Pedology | Africa Soil Information Service (AfSIS) Harmonized World Soil Database (HWSD) | 30–250 m | - | More on site studies in this area are recommanded to improve generic sources |
On-site studies | Variable Spatial Ratio | 35% | ||
Climatology: Rainfall, temperatures, insolation, evapotranspiration, etc. | Complete climate station + Rain gauges | Variable Spatial Ratio 5 min/1 day in time | 100% | Recommendation of a station for 575 km2 (WMO, 2008) but no study has been carried out to determine the optimum density for inland valleys, Assessing the reliability of generic climatic data for this small’s catchment is recommanded. |
POWER database; CORDEX Africa; CRU TS 3.1 data set; African Rainfall Climatology Version 2 | 1 day/0.44° | |||
Hydrology: limnimetry, piezometry, soil moisture | Manual reading | 1 day–07 days | 20% | Discharge are on situ study depedend Soil moisture and groundwater present difficulties in spatializing information on the basin at sub/daily scale. Assessing the reliability of generic climatic data is recommanded |
Automatic device | 05 min–06 h | 80% | ||
ASAR/ENVISAT data | (12.5 m × 12.5 m)/5 days |
Model | Temporal and Spatial Scale | Modeled Aspect | Country/Inland Valleys Studied | Model Performance Indices/Observations | References | |||
---|---|---|---|---|---|---|---|---|
Performance | R2 | NSE | ||||||
SIMULAT-H | 1 day/30 m | Discharge | Benin Aguima: Upper Niaou, Upper Aguima, Lower Aguima | Global trend (high), early season flow (poor), peak flows (high) | 0.49–0.87 | 0.42–0.86 | [4] [100] [99] | |
Soil Moisture | Global trend high for the first soil horizons, but significant differences were observed for the deep soil horizons | 0.54–0.95 | 0.25–0.86 | |||||
SWAT | SWAT | 1 day—01 mois/2 mois | Discharge | Ethiopia (Anjeni) | Global trend (high), early season flow (poor), peak flows (low) | 0.57–0.96 | 0.45–0.95 | [95] |
1 day/30 m | Discharge | Benin (Ouriyori) | Global trend (high), peak flows (low) | 0.82–0.88 | 0.82–0.88 | [172] | ||
1 day/30 m | Discharge | Ethiopia (Anjeni) | Global trend (high), peak flows (low) | 0.75–0.84 | 0.66–0.8 | [173] | ||
ArcSWAT 2012 | 1 day/30 m | Discharge | Benin: Kounga Tossahou Kpandouga | Good trends simulations. Mixed results were observed across sites, particularly during the validation phase | 0.39–0.74 | 0.3–0.73 | [174] | |
1 day/30 m | Discharge | Ouganda: Namulonge | Global trend (high), peak flows (low) | 0.75–0.80 | 0.69–0.73 | [72] [104] | ||
1 day/90 m | Discharge | Tanzania: Kilombero | Good fit of the daily discharge simulations. Underestimations can be observed at the transitions from the dry to the rainy seasons: | 0.80–0.86 | 0.80–0.85 | [175] | ||
1 day/10 m | Discharge | South Africa: Cathedral Peak research catchment | Good performance of model, especially in years with low to moderate rainfall. Performance was mixed in wet years, as it tended to overestimate the discharge | 0.68 | [176] | |||
SWAT Grid | 1 day/30 m | Discharge | Benin: Kounga Tossahou Kpandouga | Good trends simulations. Mixed results were observed across sites, particularly during the validation phase | 0.31–0.77 | 0.31–0.79 | [174] | |
Ouganda: Namulonge | Satisfactory results were obtained, although there was an overestimation of peak discharge: | 0.69–0.80 | 0.50–0.51 | [72] | ||||
SWAT + | 1 day/30 m | Discharge | South Africa: Jukskei River catchment: A2H047 | Satisfactory results in term of dynamic. Underestimation of base flow and overestimation of flood peaks | 0.60–0.74 | - | [177] | |
1 day/30 m | Discharge | South Africa: Weatherley, W1 et W2 | Good accuracy for both the upper and lower catchment. Overestimation of streamflow during rain season | 0.82–0.86 | 0.80–0.85 | [127] | ||
1 day/30 m | Soil Moisture | South Africa: Weatherley, W1 et W2 | Soil water contents were simulated with varying degrees of accuracy ranging from very good to extremely poor. Underestimation of the water content for surface layers | 0.35–0.50 | - | |||
WaSIM | 1 day/30 m | Discharge | Burkina-Faso: Bankandi-Loffing | Satisfactory results. Understimation of extreme events although most of the peak flows were well-captured | 0.59–0.71 | 0.48–0.57 | [112] | |
1 day/30 m | Discharge | Burkina-Faso: Bankandi-Loffing; Bankandi-north; Bankandi-south; Loffing | High and low flows were well simulated at begin and end of of the rainy season. Under-estimation of some flood events at the peak season (July–August) | 0.47–0.95 | 0.40–0.95 | [73] | ||
Soil Moisture | Temporal dynamics were well captured, some discrepancies can be observed in the rainy season | 0.7 | 0.7 | |||||
Groundwater Level | Unsatisfactory results with regard to R2 and NSE. However, in general, the temporal dynamics and the amplitudes of variations are acceptable | 0.3 | 0.2 | |||||
1 day/30 m | Discharge | Benin: Ouriyori | High correlations between observed and simulated time series. Overestimation of floods values | 0.74–0.78 | 0.674–0.76 | [172] | ||
Soil Moisture | Good agreement between observations and simulations. Under-estimation of the soil moisture at the peak of the rainy season (June–August). Overestimation for deep layer at the beginning and end of the season | 0.67–0.68 | - | |||||
1 day/90 m | Discharge | Burkina-Faso (Dano, Batiara 1, Batiara 2) | Good agreement between simulated and observed discharges but underestimation of flood discharge during extreme events | 0.7–0.9 | 0.6–0.9 | [115] | ||
Soil Moisture | Batiara 2 | Long term dynamic is well captured. Better simulation of the soil moisture dynamics at the surface (7 cm depth). Inaccuracy of simulations for deep soil layers in dry season | 0.65–0.8 | - | ||||
Groundwater Level | (Dano, Batiara 1, Batiara 2) | Good fit between observations and simulations. Overestimation of the groundwater level during the wet season | 0.54–0.73 | - | ||||
HBV | 1 day/30 m | Discharge | Burkina-Faso: Lofing | Good performance of indices of simulated discharge. Understimation of peak flows | 0.73–0.75 | 0.70–0.75 | [178] | |
HBV light | 1 day/30 m | Discharge | Burkina-Faso: Bakandi | Good fit between observations and simulations. Understimation of peak flows | 0.73–0.78 | 0.71–0.72 | [7] | |
HBVX | 1 day/30 m | Discharge | Zimbabwe: Zhulube | Good reproduction of timing of discharge. Overestimation of discharge values at the beginning and end of the season. Model fail to simulate the two observed flow types differently (poor representation of Hortonian overland flow) | 0.77 | 0.59 | [136] | |
SHETRAN | 1 h/90 m | Discharge | Burkina-Faso: Dano | Performance indices of simulated discharge are good. Main discrepancies were observed in low flow conditions and baseflow. Uncertainties tests also reveals large uncertainty bands during peak flows | 0.7–0.72 | 0.65–0.7 | [70] [113] | |
Recharge | Ethiopia: Amen, Brante | Statistics are acceptable for both the calibration and validation periods | - | 0.53–0.79 | [179] | |||
ParFlow-CLM | 30 min/5 m | Discharge and flow components | Benin: Nalohou, V-shaped model | Satisfactory results although there were discrepancies observed in low flow conditions and at the beginning of the rainy season | 0.28–0.92 | - | [10] | |
PED Model | 1 day | Discharge | Ethiopia: Anjeni | Good reproduction of timing of discharge. Underestimation of peak flow events | - | 0.69–0.91 | [180] | |
HEC-HMS | 1 day/90 m | Discharge and water budget components | Rwanda: Munyazi-Rwabuye, Mukura, Akagera, Cyihene-Kansi | Model performed reasonably well over in calibration but due to the lack of sufficient and reliable data for longer periods, a model validation was not undertaken | - | 0.65 | [164] | |
TOPLATS | 1 day/30 m | Discharge | Benin: Aguima, Upper Aguima, Lower Aguima | Good performance of the model at local scale (3–30 km2). Performance decreases with increasing scale due to decreasing information density and increasing uncertainty in the procedure to determine the model parameters | 0.51–0.56 | - | [98] | |
UHP | 1 day/sub-basins | Discharge | Benin: Aguima, Upper Aguima, Lower Aguima | Good performance of the model at local and regional scales | 0.62–0.70 | - | [99] | |
REW-v4.0 model | 1 day/30 m | Discharge | Benin: Ara, Bokpérou, Kolokondé | Good simulation of sub-catchments with a drainage area above 100 km2. Poor results with small catchments, particularly at the beginning and end of the season | - | 0.16–0.60 | [181] | |
r.water.fea | 1–5 min (event scale)/20 m | Discharge | Niger: Wankama | Satisfactory results. Potential for improvement through dynamic integration with a vegetation growth and energy balance model | 0.59–0.90 | - | [182] [183] [184] | |
MMS/PRMS Modular Modeling System | 1 day/5–30 m | Discharge | South Africa: Weatherley | Good reproduction of timing and magnitude of discharge. Underestimation of peak flow events | 0.61–0.94 | 0.81 | [168] [185] | |
Variable Time Interval (VTI) model | 1 day | Discharge (flow components) | South Africa: Sabie River 1, Diep River | Good results for the overall temporal dynamics. Less ability of model to reproduce recession characteristics and continuous low-flow spells | 0.67–0.81 | - | [186] | |
APSIM | 01 day/Plot scale | Soil Moisture | Ouganda: National Crops Resources Research Institute | Satisfactory simulations of seasonal trends. Underestimation of values during the wet period and overestimation during the dry period | 0.45–0.87 | - | [187] | |
Hydrus-1D | 01 day/Plot scale | Soil Moisture | Tanzania: Kilombero | Good agreement between measured and modeled time series. Simulation results less accurate during the dry season: | 0.36–0.92 | 0.51–0.88 | [188] | |
Environmental Policy Integrated Climate (EPIC) | 01 day/Plot scale | Soil Moisture | Benin: Dogué | Satisfactory results for top soil layers in no bund plots of the inland valleys. Underestimation of values during the wet season and overestimation during the dry season for deep soil layers in the bund conditions: | 0.48–0.68 | - | [80] | |
ISBA land surface model | 01 day/Plot scale | Soil Moisture | Niger: Wankama | Overestimatation with standard model, good simulations after local calibration: | 0.85–0.92 | - | [189] |
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Search Engine | Search Equations |
---|---|
ScopusTM, Science directTM, Google scholarTM | (inland valley) OR (inland swamps) OR (lowland valley) OR (valley bottom) OR (bottomland) OR (fadama) OR (dambo) OR (bas-fond) OR (vlei) OR (small wetland) OR (headwater wetland) OR (headwater swamp) OR (headwater-catchment) OR (small catchment) OR (small watershed) AND (hydrology) OR (hydrological functioning) OR (modeling) OR (modeling) OR (water resource management) OR (water balance) OR (water budget) OR (runoff dynamic) OR (soil moisture dynamic) OR (groundwater dynamic) OR stream flow) AND (Africa) OR (Africa tropical climate) OR (African country name) |
No. | Rubric | Data Collected by Study/Variables | Analysis Methods |
---|---|---|---|
1 | Bibliometrics | Title of document, year of publication, type of documents, language of publication, name of authors, author keywords, abstracts, name of the journal of publication, countries studied | Descriptive statistics Text and network analysis |
2 | Applied study methodologies | Climatic zone, name and number of watersheds studied, surface area of the inland valleys studied (km2), duration of the experimental study (months), main hydrological aspects addressed | Descriptive statistics Literary critical analysis |
No | Questions | Components | Variables | Source | Analysis Methods | |
---|---|---|---|---|---|---|
1 | What are the physical parameters that govern the genesis and dynamics of surface flows in inland valleys areas? | Morphology | Area (A), Maximum Elevation (Emax), Minimum Elevation (Emin), Total Relief (TR), Mean slope (S), Slope of flow axis (Sriver), Topographic Wetness Index (TWI), Percentage of Upstream Drainage Area (Udra) | SRTM 30 m [39] | Descriptive statistics Correlation analysis and regression tests between physical parameters and hydrological responses | |
Soil properties | Main Soil texture, % of Sandy-Loam (SaLo), % of Clay-Loam (ClLo), % of Sandy-Clay-Loam (SaClLo), Mean Clay Content in Catchment Surface (Cl-Csf), Mean Sand Content in Catchment Surface (Sa-Csf), Mean Silt Content in Catchment Surface (Si-Csf), Mean Clay Content in Bottom Valley Surface (Cl-Bvsf), Mean Clay Content in Catchment at a depth of 2 m (Cl-C2m), Mean Clay Content in Bottom Valley at a depth of 2 m (Cl-Bv2m), Average of Absolute Depth of Bedrock in Catchment (Dbed) | iSDAsoil [40], Soil Grid [41] | ||||
Basin geology | Aquifer Type and Productivity, Main geological layer | Africa Groundwater Atlas [42] | ||||
Land cover | Main Land Cover, Annual Normalized Difference Vegetation Index (NDVI), Annual Amplitude of NDVI (NDVI-Am), Tree Cover (TC), Non Tree Vegetation Area (NTVeg), Non Vegetated Area (NVA), Tree Canopy Cover of Catchment (TCC-C), Tree Canopy Cover of Bottom Valley (TCC-Bv) | MODIS Land Cover Type Yearly, Terra Vegetation Continuous Fields Yearly Global, Global Forest Cover Change [43] | ||||
Climatic data | Multi years | Climate Class/Group, Mean Annual Rainfall (Pmean), Mean Annual Actual Evapotranspiration (AETmean), Mean Annual Potential Evapotranspiration (ETPmean), Aridity Index Mean (AImean) | Papers, MODIS Global Terrestrial Evapotranspiration, TerraClimate [44] | |||
Annual | Climate Class/Group, Annual Rainfall (Pa), Annual Actual Evapotranspiration (AETa), Annual Potential Evapotranspiration (ETPa), Aridity Index (AI) | |||||
Event | Climate Class/Group, Event Rainfall (Pe), Event Intensity (Ie) | Papers | ||||
Runoff data | Multi years | Mean Total Runoff (Qmean), Mean Runoff Coefficient (Crmean) | Papers | |||
Annual | Annual Total Runoff (Qa), Annual Total Runoff Coefficient (Cra), Annual Quick flow (Qqa), Annual Baseflow (Qba), Annual Baseflow Index (BFIa) | |||||
Event | Event Runoff depht (Qe), Event Runoff Coefficient (Cre) | Papers | ||||
2 | What specific challenges does hydrological modeling currently face in inland valleys system? | Runoff (simulated—observed) | Models Used, Temporal and Spatial Resolution of Use of the Model, Statistical Performance of Simulations (NSE, R2), Residual in % of Observed Values | Papers | Descriptive statistics, Critical analysis |
Shapes | Frequency | Distinct Number of Documents |
---|---|---|
Surface runoff|and|runoff generation | 37 | 28 |
Land use|and|land use change | 34 | 25 |
Soil moisture|and| soil water | 34 | 28 |
Groundwater levels |and| groundwater recharge|&|water table | 32 | 18 |
Water resources|and|water resource management | 30 | 19 |
Hydrological processes|and|hydrologic process | 21 | 21 |
Water balance|and|water budget | 19 | 17 |
Season|and| dry or wet | 17 | 11 |
Soil data|and|soil surface | 15 | 9 |
Climate change | 11 | 10 |
Valley bottom | 8 | 7 |
Water erosion | 6 | 6 |
Physical properties | 5 | 4 |
Scale effects | 5 | 3 |
Hydrological regimes | 5 | 2 |
Total Rainfall (mm) | Total Runoff (mm) | Actual Evapotranspiration (mm) * | ||
---|---|---|---|---|
Dry Climate N = 93 | Min–Max | 150–1430 | 10–520 | 323–804 (80) |
Mean | 531 | 149 | 517 | |
Standard Deviation | 166 | 96 | 10 | |
Tropical Climate N = 53 | Min–Max | 787–2031 | 50–665 | 772–1184 (37) |
Mean | 1260 | 247 | 940 | |
Standard Deviation | 285 | 163 | 99 | |
Temperate Climate N = 122 | Min–Max | 658–2599 | 27.34–1348 | 506–1319 (66) |
Mean | 1565 | 504 | 861 | |
Standard Deviation | 521 | 320 | 195 |
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Tidjani, A.M.; Tovihoudji, P.G.; Akponikpe, P.B.I.; Vanclooster, M. Systematic Synthesis of Knowledge Relating to the Hydrological Functioning of Inland Valleys in Sub-Saharan Africa. Water 2025, 17, 193. https://doi.org/10.3390/w17020193
Tidjani AM, Tovihoudji PG, Akponikpe PBI, Vanclooster M. Systematic Synthesis of Knowledge Relating to the Hydrological Functioning of Inland Valleys in Sub-Saharan Africa. Water. 2025; 17(2):193. https://doi.org/10.3390/w17020193
Chicago/Turabian StyleTidjani, Akominon M., Pierre G. Tovihoudji, Pierre B. Irénikatché Akponikpe, and Marnik Vanclooster. 2025. "Systematic Synthesis of Knowledge Relating to the Hydrological Functioning of Inland Valleys in Sub-Saharan Africa" Water 17, no. 2: 193. https://doi.org/10.3390/w17020193
APA StyleTidjani, A. M., Tovihoudji, P. G., Akponikpe, P. B. I., & Vanclooster, M. (2025). Systematic Synthesis of Knowledge Relating to the Hydrological Functioning of Inland Valleys in Sub-Saharan Africa. Water, 17(2), 193. https://doi.org/10.3390/w17020193