Palaeoflood hydraulic modelling is essential for quantifying ‘millennial flood’ events not covered in the instrumental record. Palaeoflood modelling research has largely focused on one-dimensional analysis for geomorphologically stable fluvial settings because two-dimensional analysis for dynamic alluvial settings is time consuming and requires a detailed representation of the past landscape. In this study, we make the step to spatially continuous palaeoflood modelling for a large and dynamic lowland area. We applied advanced hydraulic model simulations (1D–2D coupled set-up in HEC-RAS with 950 channel sections and 108 × 10 3 floodplain grid cells) to quantify the extent and magnitude of past floods in the Lower Rhine river valley and upper...
This study investigates Holocene floodplain evolution and flooding phases as experienced in the Lowe...
The magnitudes of the largest known floods of the River Rhine in Basel since 1268 were assessed usin...
Assessment of the magnitude of design discharges (floods with an expected recurrence of 1/1250-yr) r...
Palaeoflood hydraulic modelling is essential for quantifying ‘millennial flood’ events not covered i...
This thesis examines the largest floods of the Lower Rhine river over the past centuries to millenni...
A Chézy-based hydraulic model was run to estimate the magnitude of extreme floods of Middle Holocene...
Severe floods caused extensive damage and life-loss throughout Europe over the last decades. The mag...
Reconstructing water levels reached during past floods contributes to fluvial system understanding a...
The Bienener Altrhein is an abandoned channel of the Lower Rhine (Germany). Following a late 16th ce...
Sedimentary records of the Lower Rhine in Germany and the apex of the Rhine Delta in the Netherland...
A joint research project (two PhD’s, 2016-2020) has been granted to Utrecht University and the Unive...
Flooding, overbank deposition and channel network change in the lower Rhine has traditionally been s...
Objective: The objective of this research was to unlock the potential of fluvial archives to create ...
Objective: The objective of this research was to unlock the potential of fluvial archives to create ...
Many abandoned channels and dike-breach scour holes characterize the floodplains at the apex of the...
This study investigates Holocene floodplain evolution and flooding phases as experienced in the Lowe...
The magnitudes of the largest known floods of the River Rhine in Basel since 1268 were assessed usin...
Assessment of the magnitude of design discharges (floods with an expected recurrence of 1/1250-yr) r...
Palaeoflood hydraulic modelling is essential for quantifying ‘millennial flood’ events not covered i...
This thesis examines the largest floods of the Lower Rhine river over the past centuries to millenni...
A Chézy-based hydraulic model was run to estimate the magnitude of extreme floods of Middle Holocene...
Severe floods caused extensive damage and life-loss throughout Europe over the last decades. The mag...
Reconstructing water levels reached during past floods contributes to fluvial system understanding a...
The Bienener Altrhein is an abandoned channel of the Lower Rhine (Germany). Following a late 16th ce...
Sedimentary records of the Lower Rhine in Germany and the apex of the Rhine Delta in the Netherland...
A joint research project (two PhD’s, 2016-2020) has been granted to Utrecht University and the Unive...
Flooding, overbank deposition and channel network change in the lower Rhine has traditionally been s...
Objective: The objective of this research was to unlock the potential of fluvial archives to create ...
Objective: The objective of this research was to unlock the potential of fluvial archives to create ...
Many abandoned channels and dike-breach scour holes characterize the floodplains at the apex of the...
This study investigates Holocene floodplain evolution and flooding phases as experienced in the Lowe...
The magnitudes of the largest known floods of the River Rhine in Basel since 1268 were assessed usin...
Assessment of the magnitude of design discharges (floods with an expected recurrence of 1/1250-yr) r...