《Table 2 Values of the parameters used in the simulation》

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《Centrifugal model tests and numerical simulations for barrier dam break due to overtopping》

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Note:=fluid density，=dynamic viscosity，hd=dam height，ld=dam length，md=slope coefficient of downstream，V/H=vertical length/horizontal length，b0=initial breach width，zb0=initial breach bottom height，n=Manning coefficient，d50=median size of soil，G

In addition，ρm=ρp（ρm，density of prototype materials；ρp，density of model materials）in the centrifugal model tests；therefore，it is necessary to ensure that the model dam has the same dry density as the Tangjiashan landslide dam，whose value is 1.59 g/cm3.The basic parameters of the model dam material are shown in Table 1.