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SALUTAR anaerobic filter

Trapezoidal channel: uniform flow

Input data

Flow

Inferior length (b)

Z1

Z2

Slope

Roughness coefficient (n)

Output data

Flow normal depth

Superior width (B)

Velocity

U²/2g

Description

Given the basic characteristics of a trapezoidal channel in uniform flow, calculate:

  • Normal flow depth
  • Flow
  • Roughness coefficient (nn)
  • Slope

Trapezoidal Channel DiagramTrapezoidal Channel Diagram

Calculation Methods

  1. Depth

    • Inputs

      Parameter
      Default Unit
      Description
      Flow (QQ)
      m3/sm^3/s
      Volumetric flow rate
      Inferior width (bb)
      mm
      Base width of the channel
      Z1Z1
      -
      Left side slope
      Z2Z2
      -
      Right side slope
      Slope (II)
      -
      Channel slope
      Roughness coefficient (nn)
      -
      Channel roughness
    • Outputs

      Parameter
      Default Unit
      Description
      Normal flow depth (yy)
      mm
      Computed flow depth
      Superior width (BB)
      mm
      Total width at the top of the channel
      Velocity (UU)
      m/sm/s
      Average flow velocity
      U2/2gU^2/2g
      -
      Energy term per unit mass
  2. Flow

    • Inputs

      Parameter
      Default Unit
      Description
      Depth (yy)
      mm
      Flow depth
      Inferior width (bb)
      mm
      Base width of the channel
      Z1Z1
      -
      Left side slope
      Z2Z2
      -
      Right side slope
      Slope (II)
      -
      Channel slope
      Roughness coefficient (nn)
      -
      Channel roughness
    • Outputs

      Parameter
      Default Unit
      Description
      Flow (QQ)
      m3/sm^3/s
      Computed flow rate
      Superior width (BB)
      mm
      Total width at the top of the channel
      Velocity (UU)
      m/sm/s
      Average flow velocity
      U2/2gU^2/2g
      -
      Energy term per unit mass
  3. Inferior width (bb)

    • Inputs

      Parameter
      Default Unit
      Description
      Depth (yy)
      mm
      Flow depth
      Flow (QQ)
      m3/sm^3/s
      Volumetric flow rate
      Z1Z1
      -
      Left side slope
      Z2Z2
      -
      Right side slope
      Slope (II)
      -
      Channel slope
      Roughness coefficient (nn)
      -
      Channel roughness
    • Outputs

      Parameter
      Default Unit
      Description
      Inferior width (bb)
      mm
      Base width of the channel
      Superior width (BB)
      mm
      Total width at the top of the channel
      Velocity (UU)
      m/sm/s
      Average flow velocity
      U2/2gU^2/2g
      -
      Energy term per unit mass
  4. Roughness coefficient (nn)

    • Inputs

      Parameter
      Default Unit
      Description
      Depth (yy)
      mm
      Flow depth
      Flow (QQ)
      m3/sm^3/s
      Volumetric flow rate
      Inferior width (bb)
      mm
      Base width of the channel
      Z1Z1
      -
      Left side slope
      Z2Z2
      -
      Right side slope
      Slope (II)
      -
      Channel slope
    • Outputs

      Parameter
      Default Unit
      Description
      Roughness coefficient (nn)
      -
      Computed channel roughness
      Superior width (BB)
      mm
      Total width at the top of the channel
      Velocity (UU)
      m/sm/s
      Average flow velocity
      U2/2gU^2/2g
      -
      Energy term per unit mass
  5. Slope (II)

    • Inputs

      Parameter
      Default Unit
      Description
      Depth (yy)
      mm
      Flow depth
      Flow (QQ)
      m3/sm^3/s
      Volumetric flow rate
      Inferior width (bb)
      mm
      Base width of the channel
      Z1Z1
      -
      Left side slope
      Z2Z2
      -
      Right side slope
      Roughness coefficient (nn)
      -
      Channel roughness
    • Outputs

      Parameter
      Default Unit
      Description
      Slope (II)
      -
      Computed channel slope
      Superior width (BB)
      mm
      Total width at the top of the channel
      Velocity (UU)
      m/sm/s
      Average flow velocity
      U2/2gU^2/2g
      -
      Energy term per unit mass

References

  • SILVESTRE, Paschoal. Hidráulica geral. Rio de Janeiro, LTC, 1979.