$A$ river $10\,m$ deep is flowing at $5\,m/s$. The shearing stress between horizontal layers of the river is :- $(\eta = 10^{-3}\,SI\,unit)$

  • A
    $10^{-3}\,N/m^2$
  • B
    $0.8\times 10^{-3}\,N/m^2$
  • C
    $0.5\times 10^{-3}\,N/m^2$
  • D
    $1\,N/m^2$

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