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Hydraulic radius

            A  Wetted Area [m2]
          R 
            P Wetted Perimeter [m]

    R = Hydraulic Radius [m]   R = Hydraulische straal [m]
    A = Wetted Area [m2]       A = Natte oppervlakte [m2]
    P = Wetted Perimeter [m]   P = Natte omtrek [m]




2
Reynolds number


𝜇=   Absolute viscosity     [m2/s]         𝑉. 4𝑅
𝜐=   Kinematic viscosity    [kg/ms]   𝑅𝑒 =
     water, 20°C= 1,00 ∙ 10−6                 𝜈
𝜌 = Density of liquid       [kg/m3]
𝑉 = Velocity                [m/s]
D = Hydraulic diameter      [m]
R=   Hydraulic Radius = D/4 [m]
𝑅𝑒 = Reynolds Number        [1]

𝑹𝒆 > 𝟒𝟎𝟎𝟎 Turbulent flow
𝑹𝒆 < 𝟐𝟎𝟎𝟎 Laminar flow

5
Cu06997 exercise5
Cu06997 exercise5
Cu06997 exercise5
Cu06997 exercise5
Cu06997 exercise5
Cu06997 exercise5

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Cu06997 exercise5

  • 1. Hydraulic radius A Wetted Area [m2] R  P Wetted Perimeter [m] R = Hydraulic Radius [m] R = Hydraulische straal [m] A = Wetted Area [m2] A = Natte oppervlakte [m2] P = Wetted Perimeter [m] P = Natte omtrek [m] 2
  • 2. Reynolds number 𝜇= Absolute viscosity [m2/s] 𝑉. 4𝑅 𝜐= Kinematic viscosity [kg/ms] 𝑅𝑒 = water, 20°C= 1,00 ∙ 10−6 𝜈 𝜌 = Density of liquid [kg/m3] 𝑉 = Velocity [m/s] D = Hydraulic diameter [m] R= Hydraulic Radius = D/4 [m] 𝑅𝑒 = Reynolds Number [1] 𝑹𝒆 > 𝟒𝟎𝟎𝟎 Turbulent flow 𝑹𝒆 < 𝟐𝟎𝟎𝟎 Laminar flow 5