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Hydraulics for Civil Engineering Open-Channel Sediment Transport

Hydraulics for Civil Engineering Open-Channel Sediment Transport

Code: HCE0001

Hydraulics for Civil Engineering Open-Channel Sediment Transport.

Learning Objectives / Experiments

- bed-load transport in open channels
  * subcritical and supercritical flow
  * formation of ripples, dunes and antidunes
- how flow velocity affects bed-load transport
- fluvial obstacle mark (siltation/scour formation)
  * bridge pier
  * sluice gate
- bed-load transport formulae
  * Meyer-Peter and Müller formula
  * Einstein's formula
  * determining the transport rate
- visualisation of the flow

 
- open-channel flow without sediment transport
  * subcritical and supercritical flow
  * control structure: sluice gate
  * discharge measurement on the sharp-crested

    weir

[1] investigation of open-channel flow with and without bed-load transport
[2] experimental flume, consisting of experimental section, inlet element, water outlet and closed water circuit
[3] smoothly adjustable inclination of the experimental section
[4] side walls of the experimental section are made of tempered glass for excellent observation of the experiments
[5] all surfaces in contact with water are made of corrosion-resistant materials
[6] flow-optimized inlet element for low-turbulence entry to the experimental section; inlet element with sediment trap to prevent sediment flowing back
[7] closed water circuit with water tank with sediment trap for coarse sand, pump and manual flow rate adjustment

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