+The ratio of supplied sediment transport to an equilibrium sediment transport (%)

how to continue simulation with (Fortran-pause) comment from Nays2DH

morphlogical acceleration factor

Nays2DH が堆積物粒子の形状をどのように考慮するか。

Modelling bank erosion with non-uniform grain size, Nays2DH.

iRIC Nays2DH の以下のコメントについての質問です。

Mesh sensitivity and construction guidance for Nay2DH or iRIC in general

A question about the following comment from iRIC Nays2DH

Program doesn't run

Questions about elevation and dam body setting

eddy viscosity coefficient nu_t

Calculation of water surface level at downstream