Figures & data
Fig. 4 Annual rainfall in years with hydrological data (mean = 486 ± 97 mm) and for the the whole period (482 ± 93 mm), showing the data to be a representative sample. Data are of the Banizoumbou meteorological station, located 3 km west of the Tondi Kiboro basins.
![Fig. 4 Annual rainfall in years with hydrological data (mean = 486 ± 97 mm) and for the the whole period (482 ± 93 mm), showing the data to be a representative sample. Data are of the Banizoumbou meteorological station, located 3 km west of the Tondi Kiboro basins.](/cms/asset/190a09e1-0671-4ae2-b84d-7a5bf88aa61b/thsj_a_885654_f0004_b.gif)
Fig. 5 Variation of rainfall at the Niamey station since 1900 as a percentage of one standard deviation (y-axis). The two measurement periods (1991–1994 and 2004–2011) are shown.
![Fig. 5 Variation of rainfall at the Niamey station since 1900 as a percentage of one standard deviation (y-axis). The two measurement periods (1991–1994 and 2004–2011) are shown.](/cms/asset/7c93a3b6-bfbc-4894-9de6-c2ddb8147b4c/thsj_a_885654_f0005_c.jpg)
Fig. 6 Arrangement of the soil water content monitoring devices at the soil water monitoring stations.
![Fig. 6 Arrangement of the soil water content monitoring devices at the soil water monitoring stations.](/cms/asset/84e416fe-03f7-44c7-828c-3b6db51e45b7/thsj_a_885654_f0006_c.jpg)
Table 1 Summary of the information on the measurement programme of the implemented network.
Table 2 Land cover in the three study catchments in 1993 and 2007.
Table 3 Rainfall and runoff data measurements in the three catchments during the two periods: P1: Period 1 (1991–1994) and P2: Period 2 (2004–2011). Kr: runoff coefficient; R: runoff; P: rainfall; r2 reg.: determination coefficient of the regression; N: number of events.
Table 4 Depth (m) reached by the wetting front each year, and the 7-year mean, per land use; the date of occurrence of the maximum depth is noted. TB: tiger bush; ERO crust is defined by Casenave and Valentin (Citation1992); SD: standard deviation (highlighted values in bold) were partially reconstructed and N is the number of neutron probe measurement sites (between 10 and 25 depths documented at each site).
Table 5 Runoff coefficient observed in plots (average of four repetitions per class and five measurement years 2004–2008). Kr: runoff coefficient; Ks: hydraulic conductivity.
Fig. 11 Profiles of neutron probe ratio (a surrogate for soil water content) under fallow (top) and under the gully (bottom) as an example in 2006.
![Fig. 11 Profiles of neutron probe ratio (a surrogate for soil water content) under fallow (top) and under the gully (bottom) as an example in 2006.](/cms/asset/c8915fcf-744d-43e5-86c9-8fa25c91ca50/thsj_a_885654_f0011_b.gif)
Fig. 12 Extension of the sandy deposit area located downstream from the catchments, between September 2005 and September 2007. A clear extension of sandy deposit is observed.
![Fig. 12 Extension of the sandy deposit area located downstream from the catchments, between September 2005 and September 2007. A clear extension of sandy deposit is observed.](/cms/asset/d4250090-84ea-4f3f-b69f-4c575fd5c218/thsj_a_885654_f0012_c.jpg)