City of Charles Sturt

On-grade

With deflectors

Single bay (900mm) & Transition (600mm)

Capture Curves

capture curves

Notes:

  • Single Bay (900mm)
  • With deflectors
  • Upstream transition: 600mm
  • Downstream transition: 600mm
  • Inlet depression: 40mm
  • Barrier Kerb and channel: 300mm
  • Crossfall: 3%

Curve Equations

Q = aXb+cX+d

curve equation

Notes:

  • Single Bay (900mm)
  • With deflectors
  • Upstream transition: 600mm
  • Downstream transition: 600mm
  • Inlet depression: 40mm
  • Barrier Kerb and channel: 300mm
  • Crossfall: 3%

Double bay (1900mm) & Transition (1500mm)

Capture Curves

capture curves

Notes:

  • Double Bay (1900mm)
  • With deflectors
  • Upstream transition: 1500mm
  • Downstream transition: 600mm
  • Inlet depression: 40mm
  • Barrier Kerb and channel: 300mm Crossfall: 3%

Curve Equations

Q = aXb+cX+d

capture equations

Notes:

  • Double Bay (1900mm)
  • With deflectors
  • Upstream transition: 1500mm
  • Downstream transition: 600mm
  • Inlet depression: 40mm
  • Barrier Kerb and channel: 300mm
  • Crossfall: 3%

Double bay (1900mm) & Transition (600mm)

Capture Curves

capture curves

Notes:

  • Double Bay (1900mm)
  • With deflectors
  • With 600mm upstream and downstream transition
  • Inlet depression: 40mm
  • Barrier Kerb and channel: 300mm
  • Crossfall: 3%

Curve Equations

Q = aXb+cX+d

curve equations

Notes:

  • Double Bay (1900mm)
  • with deflectors
  • with 600mm upstream & downstream transition
  • Inlet depression: 40mm
  • Barrier Kerb and channel: 300mm
  • Crossfall: 3%

Without deflectors

Single bay (900mm) with & without 600mm transition

Capture Curves

capture curves

capture curves

Notes:

  • Single Bay (900mm)
  • without deflectors
  • with and without 600mm upstream & downstream transition
  • Inlet depression: 40mm
  • Barrier Kerb and channel: 300mm
  • Crossfall: 3%

Curve Equations

Q = aXb+cX+d

curve equations

curve equations

Notes:

  • Single Bay (900mm)
  • without deflectors
  • with and without 600mm upstream & downstream transition
  • Inlet depression: 40mm
  • Barrier Kerb and channel: 300mm
  • Crossfall: 3%

Double bay (1900mm) with 600mm transition

Capture Curves

capture curves

Notes:

  • Double Bay (1900mm)
  • without deflectors
  • without 600mm up/down stream transition
  • Inlet depression: 40mm
  • Barrier Kerb and channel: 300mm
  • Crossfall: 3%

Curve Equations

Q = aXb+cX+d

curve equations

Notes:

  • Double Bay (1900mm)
  • without deflectors
  • with 600mm upstream & downstream transition
  • Inlet depression: 40mm
  • Barrier Kerb and channel: 300mm
  • Crossfall: 3%

Double bay (1900mm) without transition

Capture Curves

capture curves

Notes:

  • Double Bay (1900mm)
  • without deflectors
  • without transition
  • Inlet depression: 40mm
  • Barrier Kerb and channel: 300mm
  • Crossfall: 3%

Curve Equations

Q = aXb+cX+d

curve equations

Notes:

  • Double Bay (1900mm)
  • without deflectors
  • without transition
  • Inlet depression: 40mm
  • Barrier Kerb and channel: 300mm
  • Crossfall: 3%

Inlet drawing details:

Single Bay

Drawing for 900mm inlet opening

Single bay inlet drawing details

Double Bay

Drawing for 1900mm inlet opening

double bay inlet drawing details

Sag

Single Pit (900mm)

Capture curve

capture curves

Notes:

  • Inlet Type Single Bay (900mm)
  • No Deflectors
  • 1500mm Transition
  • 3% crossfall
  • Barrier Kerb and channel: 300mm

Picture of test

test picture

Areas of study and research

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