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Prostitutes South Africa. The depressions sediment export ranges from 90 m3 to m3. The mean dry bulk density of sediment samples from the study area is 1. Furthermore, the sediments overlying the palaeosoil observed in the excavation sediment delivery ratio SDR , which is the proportion of eroded sediment that is exported from the catchment Reid and 14 Lab. This suggests that on these slopes the top 2 m of the original soil have disappeared. In contrast, in the valley a Calibrated using OxCal v3.

Error margins for the calculations assume an error of 0. This indicates that the obtained with GIS interpolations. This is due to the fact that, augering density and the choice of augering locations strongly compared with the APU method, the GIS interpolation influences the interpolated patterns and calculated volumes. This seems to be to reconstruct the original topography before soil erosion was especially the case for the steepest slope class, where the initiated probably in the late Bronze Age or early Iron Age interpolated erosion volumes are much lower and depositional Figure 4.

Erosion depths are added to and sedimentation volumes are at least twice as high as with the APU method.

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Figure 5 illustrates how volumes of erosion and deposition along the pronounced topography, with deeper valleys and steeper transects are calculated. Zones of deposition, low and high slopes. In Table 5 the volumes of erosion and deposition were calculated for five different geomorphologic units that are shown for all extracted cross-sections.

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As Relative differences between the manual method and the expected, there is a clear relationship between average soil calculation methods point to an overestimation of sediment erosion and slope gradient, showing most intense soil erosion quantities in most of the cross-sections. For the GIS for the steepest slope class. Average sediment deposition is sion and deposition, thereby creating large zones where highest in the thalweg, where m3 of sediment is stored sediment deposits are overlying partly eroded soil profiles.

The high deposition this problem. Probably, they Considering the predicted erosion in the cross-sections, the are caused by the fact that the steepest slope gradients in this three calculation methods show more or less the same level of catchment occur near the foot of the slope, where a quite sharp accuracy.

For transect 14, a transect following the thalweg, boundary can be found between the more or less flat valley there is a striking difference between erosion values based on bottom and the steep slopes. The APU very often eroded soil profiles are found covered by colluvium. This geomorphic unit caused by partly eroded soil profiles, covered underestimation is highest for the APU method. They all seem which biases the calculated average. This For the sediment deposits, the IDP approach seems to suggests that the values predicted between the augering predict cross-sectional areas better than the two other methods.

Northern half of the Nodebais catchment. Geomorphic differences are illustrated by three cross-sections Discussion ques are easily applicable and more objective as they do not require a geomorphic classification of the catchment, but they The results illustrate that calculated sediment volumes are do not allow extrapolation to larger study areas.

The biggest highly dependent on the method used. However, when focusing advantage is that the interpolation methods can be used to on the sediment delivery ratio, a good correspondence is found produce detailed maps of erosion and deposition, if sampling between the results of this study and other studies in loess density is high enough. Sediment delivery ratios generally decrease assess for several reasons. First, generalizing point data to with increasing drainage area and the obtained sediment areas and ultimately to volumes involves an error, which can delivery ratios for the Nodebais catchment fit well in this hardly be quantified.

An attempt was made to evaluate this negative trend Figure 6.

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All of the studies mentioned in Figure 6 use a classified latter are most realistic. This comparison suggests an over- approach, estimating mean values for profile truncation and estimation of both soil erosion and sediment deposition in sediment deposition for geomorphologic classes similar to the most of the catchment, except for the thalweg, where sediment APU approach used here. The underlying idea is that erosion deposition seems to be severely underestimated, especially by and deposition are strongly related to morphometric proper- the APU approach.

The latter problem could be due to a ties, as for instance slope angle and curvature, as has been sampling bias: only a minority of the soil augerings in the shown in various studies on soil erosion processes Savat and thalweg were conducted close to the outlet where sediment De Ploey, ; Govers, ; Poesen et al. One of the deposits are thickest.

This leads to a calculated average advantages is that it offers the possibility to obtain estimates deposition that is too low and results in a small volume of for larger areas by gathering only a limited data set for each sediment in the thalweg area. For this values for soil erosion and sediment deposition in the data set study, the results obtained by the APU method seem not to be depend on the quality of the observations and the initial more reliable than those obtained using interpolation proce- assumptions on which the interpretation is based.

For the dures. Given as a percentage of the results based on the manual approach. Average for transects 1 to Figure 5 Spatial distribution of soil erosion and sediment deposition along a transect and based on different techniques. Example: transect 8. Range of resulting sediment delivery ratios for the Nodebais catchment is indicated less than 5 cm. The validity of interpretation assumptions is The sediment yield for the last years is estimated at more problematic. As mentioned before, there is no way to check in the low-order catchments and did not reach the higher-order these assumptions, which means that erosion as well as channels.

Thirdly, former human activities in the catchment, such as the excavation of calcareous loess can lead to irregularities that Acknowledgements are hard to quantify.

However, the influence of such irregula- rities on the total sediment volumes is relatively small and can We would like to thank the farmers of the study area for their be neglected for the study area. Data sets of from which we learnt a great deal about soil erosion on the high spatial resolution, such as the one presented here, will slopes, hidden depressions and colluvial packages.

AMS always be limited to relatively small areas. Such information is, radiocarbon ages were determined at the Centre for Isotope however, crucial for calibration and validation of scenarios Research, Groningen University, The Netherlands. The GPS from model runs to predict long-term and large-scale erosion equipment was granted by the Fund for Scientific Research and deposition patterns. Flanders Belgium, grant no.

The PhD students and the technical staff of the Physical and Regional Geography Research Group are thanked for their Conclusions contribution to the fieldwork and for providing background We show that the results of an intensive soil and sediment information. The work is financed through the OT programme survey can be used to obtain a reasonable estimate for volumes of the KU Leuven, grant no: 3E Arnould-De Bontridder, O. Acta Geographica Lovaniensia to be highly dependent on topography.

Les processus actuels. In Pissart, A. Bork, H. Catena, Supplement 3, pp. Unpublished M. The Holocene Katholieke Universiteit Leuven. Dudal, R. Unpublished Ph.