Therefore, one new runoff-sediment relationship model is established for specific watershed: M=Ch, where M is area-specific sediment yield, h is runoff depth.

 
  • 因此可用正比關(guān)系式來(lái)擬合較大洪水次暴雨徑流深和產(chǎn)沙模數之間的關(guān)系。
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