Human impact has changed the flow characteristics and bed-sediment characteristics of lowland rivers, affecting channel stability, flood risk, navigability and biodiversity. We analysed the effect of human activities on the flow and bedsediment characteristics of the River Waal (The Netherlands). The objectives were: (a) to reconstruct the historical change in bed shear stress during the past 900 years; (b) to reconstruct the contemporary change in bed grain size; and (c) to identify the main causes of these changes. Various data types were used, such as borehole descriptions, historical river maps and modern hydraulic data. It was found that the bed shear stress in the River Waal strongly increased during the past 900 years. In the same period, the gravel content of the sandy river bed increased, causing a coarsening of the river bed. Before AD 1870 the shear stress increase and bed coarsening were mainly due to embankment (artificial levee construction). After AD 1870, the shear stress increase and bed coarsening were mainly due to river narrowing and dredging. The systematic grain-size difference between present-day and historical rivers should be taken into account in river restoration projects. During floods, the flow conditions are well above the threshold of sediment motion and all grain size fractions are transported downstream (see Frings, 2007).Figure 7. Downstream change in the geometric mean grain size of the thalweg sediments (D m ): (a) comparison of Periods 1, 2 and 3; (b) Period 1 (natural conditions); (c) end of Period 2 (AD ~1600-1870, semi-natural conditions); (d) end of Period 3 (AD 1995, present conditions). Downstream distance (x) is measured along the contemporary channel, beginning at the upstream end of the Waal (Periods 2 and 3) or at the upstream end of the abandoned northern Waal branch (Period 1). All data points are averages of several grain size samples. The accuracy of the data is shown through the error bands in (b)-(d), which represent the data point ± one standard error (calculated from common analytical error propagation formulae). In the equations for the trend lines in (a), D m is given in millimetres and x in kilometres. Determination coefficients (r 2 ) for the three trend lines are 0·85, 0·90 and 0·46, respectively.
Figure 8.Correspondence in depth between the presumed thalweg sediments from AD 1600 to 1870 and the bed-level of the thalweg at the end of Period 2 (AD ~1870). For comparison also the thalweg level is shown for the present Waal (AD 1995) adjacent to the coring locations. The thalweg levels are averages over 2-3 km, and were determined from historical maps (Topographische Inrigting, 1873-1884, focusing on not-yet normalized parts of the Waal) and multibeam echosoundings (Rijkwaterstaat, unpublished data from AD 1995).