Flexible debris flow barriers are important engineering measures to prevent debris flow disasters. The existing prevention structures are mainly in the form of closed barriers

which are prone to blockage with poor regulation abilities. Therefore

we proposed open flexible debris flow barriers to overcome the above shortcomings. Based on theoretical analyses and physical model tests

the research on the regulation performance of the open flexible debris flow barriers was carried out

and the theoretical formulas for the velocity attenuation rate

run-up height

and blocking rate of debris flows were deduced. The results show that compared with the closed flexible debris flow barriers

the improved structure has a good self-cleaning effect and can effectively control the peak velocity of debris flows. The calculation results through the derived non-dimensional theoretical formulas are in good agreement with the physical test results. The velocity attenuation rate

run-up height

and blocking rate of debris flows are mainly controlled by the relative open height

dimensionless flow depth

relative density of debris flows

and the Froude number. The velocity attenuation rate and blocking rate are negatively correlated with the relative open height

and positively correlated with the relative density of debris flows. The run-up height is negatively correlated with both the relative open height and the relative density. The above research can provide theoretical and technical support for the application of open flexible barriers in debris flow prevention and control projects.