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Transport of moderately sorted gravel at low bed shear stresses: The role of fine sediment infiltration

Earth surface processes and landforms, 2018-06, Vol.43 (7), p.1416-1430

2018

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Uncertainties in Models Predicting Critical Bed Shear Stress of Cohesionless Particles

Journal of hydraulic engineering (New York, N.Y.), 2023-04, Vol.149 (4)

2023

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Floodplain Backwater Effect on Overtopping Induced Fluvial Dike Failure

Water resources research, 2018-11, Vol.54 (11), p.9060-9073

2018

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Overtopping induced failure of noncohesive, homogeneous fluvial dikes

Water resources research, 2017-04, Vol.53 (4), p.3373-3386

2017

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A SPH elastic-viscoplastic model for granular flows and bed-load transport

Advances in water resources, 2018-01, Vol.111, p.156-173

2018

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Main channel width effects on overtopping-induced non-cohesive fluvial dike breaching

Journal of hydraulic research, 2023-09, Vol.61 (5), p.601-610

2023

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One-dimensional numerical modeling of sediment transport and bed deformation in open channels

Water resources research, 2009, Vol.45 (5), p.W05404-n/a

2009

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Numerical study on reservoir sediment management through adding excavated sediment downstream of dams in Japan

E3S web of conferences, 2018-01, Vol.40, p.3033

2018

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Flow and detailed 3D morphodynamic data from laboratory experiments of fluvial dike breaching

Scientific data, 2019-05, Vol.6 (1), p.53-53, Article 53

2019

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One-dimensional numerical modelling of solute transport in streams: The role of longitudinal dispersion coefficient

Journal of hydrology (Amsterdam), 2015-08, Vol.527, p.978-989

2015

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Division of critical flow at three-branch open-channel intersection

Journal of hydraulic research, 2011-04, Vol.49 (2), p.231-238

2011

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Applicability of Sediment Transport Capacity Formulas to Dam-Break Flows over Movable Beds

Journal of hydraulic engineering (New York, N.Y.), 2011-02, Vol.137 (2), p.209-221

2011

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An adoption of the Spalart-Allmaras turbulence model for two- and three-dimensional free surface environmental flows

Journal of hydraulic research, 2021-03, Vol.59 (2), p.314-328

2021

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Improved numerical modeling of morphodynamics of rivers with steep banks

Advances in water resources, 2016-07, Vol.93, p.4-14

2016

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Sensitivity of 2D hydrodynamic modelling of urban floods to the forcing inputs: lessons from two field cases

Urban water journal, 2020-05, Vol.17 (5), p.457-466

2020

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Modelling river bank erosion using a 2D depth-averaged numerical model of flow and non-cohesive, non-uniform sediment transport

Advances in water resources, 2016-07, Vol.93, p.75-88

2016

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Modelling flash flood propagation in urban areas using a two-dimensional numerical model

Natural hazards (Dordrecht), 2009-09, Vol.50 (3), p.433-460

2009

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Limiting the development of riparian vegetation in the Isère River: A physical modelling study

E3S web of conferences, 2018, Vol.40, p.2015

2018

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Apparent cohesion effects on overtopping-induced fluvial dike breaching

Journal of hydraulic research, 2021-01, Vol.59 (1), p.75-87

2021

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Uncertainty Assessment of Flood Hazard Due to Levee Breaching

Water (Basel), 2022-12, Vol.14 (23), p.3815

2022

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Effect of Sediment Transport Boundary Conditions on the Numerical Modeling of Bed Morphodynamics

Journal of hydraulic engineering (New York, N.Y.), 2017-04, Vol.143 (4)

2017

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Surrogate-based optimization for overflow spillway design

LHB, 2021-01, Vol.107 (1), p.1-11

2021

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Steady free-surface flow in vegetation debris pad clogging trash racks

Journal of hydraulic research, 2024-03, Vol.62 (2), p.223-235

2024

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A physical, movable-bed model for non-uniform sediment transport, fluvial erosion and bank failure in rivers

Journal of hydro-environment research, 2014-06, Vol.8 (2), p.95-114

2014

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One-dimensional numerical modelling of dam-break waves over movable beds: application to experimental and field cases

Environmental fluid mechanics (Dordrecht, Netherlands : 2001), 2008-04, Vol.8 (2), p.169-198

2008

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Transport of moderately sorted gravel at low bed shear stresses: The role of fine sediment infiltration

Uncertainties in Models Predicting Critical Bed Shear Stress of Cohesionless Particles

Floodplain Backwater Effect on Overtopping Induced Fluvial Dike Failure

Overtopping induced failure of noncohesive, homogeneous fluvial dikes

A SPH elastic-viscoplastic model for granular flows and bed-load transport

Main channel width effects on overtopping-induced non-cohesive fluvial dike breaching

One-dimensional numerical modeling of sediment transport and bed deformation in open channels

Numerical study on reservoir sediment management through adding excavated sediment downstream of dams in Japan

Flow and detailed 3D morphodynamic data from laboratory experiments of fluvial dike breaching

One-dimensional numerical modelling of solute transport in streams: The role of longitudinal dispersion coefficient

Division of critical flow at three-branch open-channel intersection

Applicability of Sediment Transport Capacity Formulas to Dam-Break Flows over Movable Beds

An adoption of the Spalart-Allmaras turbulence model for two- and three-dimensional free surface environmental flows

Improved numerical modeling of morphodynamics of rivers with steep banks

Sensitivity of 2D hydrodynamic modelling of urban floods to the forcing inputs: lessons from two field cases

Modelling river bank erosion using a 2D depth-averaged numerical model of flow and non-cohesive, non-uniform sediment transport

Modelling flash flood propagation in urban areas using a two-dimensional numerical model

Limiting the development of riparian vegetation in the Isère River: A physical modelling study

Apparent cohesion effects on overtopping-induced fluvial dike breaching

Uncertainty Assessment of Flood Hazard Due to Levee Breaching

Effect of Sediment Transport Boundary Conditions on the Numerical Modeling of Bed Morphodynamics

Surrogate-based optimization for overflow spillway design

Steady free-surface flow in vegetation debris pad clogging trash racks

A physical, movable-bed model for non-uniform sediment transport, fluvial erosion and bank failure in rivers

One-dimensional numerical modelling of dam-break waves over movable beds: application to experimental and field cases

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