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  • thickness of the MSS is a crucial point. Therefore a statistical model using the local profile descriptions of the soil database for the Speyerbach catchment was set up. The error estimation for sediment budget based on the Speyerbach data is complicated
  • 2009
  • conduction, and in-channel damming) in this study. Two non-parametric statistical methods, Mann-Kendall and Pettitt test, were employed to detect the long-term changes in the time series of water discharge and sediment load (1959-2002) at the annual, monthly
  • 2009