The stochastic gully erosion model (STOGEM) is based on a combination of deterministic mechanics and a stochastic description of the erosion control factors. The main proposition in the model is that the depth of the active surface layer of eroded cohesive soil is equal to one particle diameter, and the deposition of eroded particles is negligible. The erosion rate at the gully bed is calculated directly from the equation of the balance between driving and resistance forces acting on soil particles in flowing water using the probability density functions of stochastic variables: flow velocity, soil aggregate size and cohesion. Probability density functions of cohesion in the model vary through time and space during the erosion event due to ...
In breaching of levees, sediment erosion is induced by high flow velocities. Due to the often contin...
The current method to predict the erosion in cohesive sediment adopts the erosion equation of non-co...
Predicting the erosion resistance of saturated natural sediments requires taking into account cohesi...
Abstract: The rate of erosion is the product of the concentration of active soil aggregates and thei...
The linear formulation for erosion E = M(?b??c), often applied in engineering applications, has two ...
Modelling of cohesive sediments is of paramount importance for water quality issues: cohesive sedime...
A stochastic model governing the downslope transport of a sediment particle during an erosion event ...
This paper describes an event-based, process-oriented, ephemeral gully erosion model for predicting ...
This study aimed to characterize the erosion behavior of cohesive sediments in the Newark Bay, at fl...
Erosion is a complex process consisting of many components, like surface runoff, impact of raindrops...
This paper proposes a conceptual framework for erosion of cohesive sediment beds. We focus on cohesi...
The type of modelling of gully erosion for the projects of land management depend on the targets and...
A model has been built to simulate runoff and erosion on slopes of varying form with soil of varying...
Ephemeral gully erosion is considered one of the dominant sources of soil loss from the agricultural...
Convential models for the erosion of non-cohesive sediments overestimate the erosion rate induced by...
In breaching of levees, sediment erosion is induced by high flow velocities. Due to the often contin...
The current method to predict the erosion in cohesive sediment adopts the erosion equation of non-co...
Predicting the erosion resistance of saturated natural sediments requires taking into account cohesi...
Abstract: The rate of erosion is the product of the concentration of active soil aggregates and thei...
The linear formulation for erosion E = M(?b??c), often applied in engineering applications, has two ...
Modelling of cohesive sediments is of paramount importance for water quality issues: cohesive sedime...
A stochastic model governing the downslope transport of a sediment particle during an erosion event ...
This paper describes an event-based, process-oriented, ephemeral gully erosion model for predicting ...
This study aimed to characterize the erosion behavior of cohesive sediments in the Newark Bay, at fl...
Erosion is a complex process consisting of many components, like surface runoff, impact of raindrops...
This paper proposes a conceptual framework for erosion of cohesive sediment beds. We focus on cohesi...
The type of modelling of gully erosion for the projects of land management depend on the targets and...
A model has been built to simulate runoff and erosion on slopes of varying form with soil of varying...
Ephemeral gully erosion is considered one of the dominant sources of soil loss from the agricultural...
Convential models for the erosion of non-cohesive sediments overestimate the erosion rate induced by...
In breaching of levees, sediment erosion is induced by high flow velocities. Due to the often contin...
The current method to predict the erosion in cohesive sediment adopts the erosion equation of non-co...
Predicting the erosion resistance of saturated natural sediments requires taking into account cohesi...