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Question

The velocity of water in a river is 2 m s to the power of negative 1 end exponent  at the surface. If the river is 2 m deep, the shearing stress between the horizontal layers of water assuming bottom layer at rest
eta equals 10 to the power of negative 3 end exponent P lfor water)

  1. 10 to the power of negative 2 end exponent N m to the power of negative 2 end exponent
  2. 10 to the power of negative 3 end exponent N m to the power of negative 2 end exponent
  3. 10 to the power of negative 1 end exponent N m to the power of negative 2 end exponent
  4. 10 Nm to the power of negative 2 end exponent

The correct answer is: 10 to the power of negative 3 end exponent N m to the power of negative 2 end exponent


    F over A equals eta fraction numerator d v over denominator d x end fraction equals 10 to the power of negative 3 end exponent cross times 2 over 2 equals 10 to the power of negative 3 end exponent Nm to the power of negative 2 end exponent

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