The extreme floods of 1993/94 and 1995 have demonstrated that river management is of crucial interest for the Dutch population, of which most live below flood stage level. Middelkoop (1997) has shown how embanked floodplains along the major rivers in the central Netherlands have experienced gradual decrease in accommodation space due to frequent deposition of mud drapes and sand during floods. Middelkoops results were based on the examination of historical maps and geochemical characterization of heavy metals in overbank deposits. In the light of a likely increase in extreme floods in the near future, river management is increasingly dependent on accurate assessment of recent sedimentation rates in the embanked floodplains and the resultant decrease of accommodation space. Assessment of sedimentation rates in embanked floodplains is also of interest for sand and clay exploitation in these areas.In order to develop new research techniques for measuring sedimentation rates on embanked floodplains, an example near Winssen, along the river Waal, was studied. This site was selected because it is (largely) undisturbed and has the availability of historical age control.Following Middelkoops' findings, sedimentation on floodplains is now studied using a combination of geophysical profiling, coring, geochemical analysis and OSL dating. This multidisciplinary approach allows a more comprehensive description and interpretation of overbank sedimentation. The purpose of this paper is to discuss the results of the geophysical profiling.
Geological and historical setting of the Rhine-Meuse floodplain near WinssenThe embanked floodplain of Winssen is situated along the river Waal, the major branch of the Rhine (Fig. 1). Between 1050 and 1350 AD the Waal was embanked by man (Pons, 1957) and the original floodplains (Fig. 1) were isolated from the active river. Between the time of the embankment and about 1600 AD, the confined river channel eroded parts of the pre-embankment deposits within the channel between the embankments (Middelkoop, 1997). An additional effect of the embankment A number of radar facies units were recognized. Boreholes were used to relate radar facies units to sedimentary facies and to determine radar velocity. The GPR groundwave is affected by differences in moisture and texture of the top layer and probably interferes with the first subsurface reflector. The architectural elements recognized in the GPR transects confirm earlier reported insights on human-influenced river behaviour. This is testified in the development of sand bars during flood regimes that are probably more widespread than previously established.