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Hydraulic structure for routing inside a channel

  • 2020年11月02日
  • jbensabat

Hello
I am using Nays2Dflood to design the reduction of the peak discharge in a channel by exploiting the storage capacity of the channel. Initially, the channel is empty and with a steep slope (> 5%).
I was thinking of dams with a window in the bottom (like a gate).
for low flow the gate should drain the water. For higher flows the water would first accumulate in the channel and then flow over its top.
I am doing that now by increasing the topographic level at some sections but I can’t represent the low flow conditions
Also I tried to use a gate but not overtop flow of the gate can occur.
any help / suggestion would be most welcome

コメント

  1. inoue-t より:

    Nays2D Flood does not have the function to calculate gate discharge and overflow at the same time.
    How about increasing the topographic level at the dam, then setting a gate there.
    I have not test this idea, so I don’t know if it will work…..

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