Rill density and rill flow rates were determined during rainfall simulation tests conducted at 11 sites located throughout the eastern United States. A mean rill density of 1.0 rills/m was found for the study locations. From measurements of the relative distribution of flow rates, a procedure is identified for partitioning flow between individual rills. Regression equations were developed for relating rill width and hydraulic roughness coefficients to flow rate. Equations were also derived for predicting mean flow velocity from visually determined measurements of advance velocity. Information reported in this study can be used to estimate hydraulic characteristics of rills
Limited information is currently available on how sediment transport affects rill flow resistance an...
Rills caused by run-off concentration on erodible hillslopes have very irregular profiles and cross-...
Despite many efforts over the last decades to understand rill erosion processes, they remain unclear...
have been widely used to describe flow characteristics. Each of these relations contains a roughness...
This study was conducted to identify critical shear stress and critical flow rates required to initi...
This paper reports the results of field investigations aimed to establish relationship between morph...
Rills caused by runoff concentration on erodible hillslopes generally have very irregular longitudin...
Equations which relate sediment delivery to a power function of flow rate and slope gradient were ev...
The study presented here is focussed on the question of the hydraulic nature of the threshold that a...
International audienceThe study presented here is focussed on the question of the hydraulic nature o...
In this paper, a recently theoretically deduced rill flow resistance equation, based on a power‐vel...
Rills are basic pathways for runoff, sediment, and pollutant transport at hillslopes within agricult...
Equations which relate sediment delivery to a power function of flow rate and slope gradient were ev...
Generally, the evaluation and assessment of the critical condition of rill formation are useful for ...
Sediment transport in rill flows exhibits the characteristics of non-equilibrium transport, and the ...
Limited information is currently available on how sediment transport affects rill flow resistance an...
Rills caused by run-off concentration on erodible hillslopes have very irregular profiles and cross-...
Despite many efforts over the last decades to understand rill erosion processes, they remain unclear...
have been widely used to describe flow characteristics. Each of these relations contains a roughness...
This study was conducted to identify critical shear stress and critical flow rates required to initi...
This paper reports the results of field investigations aimed to establish relationship between morph...
Rills caused by runoff concentration on erodible hillslopes generally have very irregular longitudin...
Equations which relate sediment delivery to a power function of flow rate and slope gradient were ev...
The study presented here is focussed on the question of the hydraulic nature of the threshold that a...
International audienceThe study presented here is focussed on the question of the hydraulic nature o...
In this paper, a recently theoretically deduced rill flow resistance equation, based on a power‐vel...
Rills are basic pathways for runoff, sediment, and pollutant transport at hillslopes within agricult...
Equations which relate sediment delivery to a power function of flow rate and slope gradient were ev...
Generally, the evaluation and assessment of the critical condition of rill formation are useful for ...
Sediment transport in rill flows exhibits the characteristics of non-equilibrium transport, and the ...
Limited information is currently available on how sediment transport affects rill flow resistance an...
Rills caused by run-off concentration on erodible hillslopes have very irregular profiles and cross-...
Despite many efforts over the last decades to understand rill erosion processes, they remain unclear...