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Roxburgh Dam Combined Discharge of Spillway and Sluice into the same Chute Peter Silvester – Civil Engineer Contact Energy Grant Webby – Principal Hydraulic Engineer Opus International Consultants. Roxburgh Dam - Location. Roxburgh Dam. Roxburgh Dam. Commissioned 1956

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Roxburgh Dam - Location

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Roxburgh dam location

Roxburgh DamCombined Discharge of Spillway and Sluice into the same ChutePeter Silvester – Civil Engineer Contact EnergyGrant Webby – Principal Hydraulic Engineer Opus International Consultants


Roxburgh dam location

Roxburgh Dam - Location

Roxburgh Dam


Roxburgh dam

Roxburgh Dam

Commissioned 1956

50m high concrete gravity

320 MW power station

Mean flow 507 cumecs

PMF 7,000 cumecs


Roxburgh dam spillway

Roxburgh Dam Spillway

Three Spillway Gates

15.2m wide x 13.4m high.

Discharge capacity 4,750 cumecs

Two diversion sluices

7.1m wide x 8.7m high.

Discharge capacity 2,900 cumecs.

Combined total discharge capacity 7,650 cumecs.


Roxburgh dam spillway1

Roxburgh Dam Spillway

Spillway chute 3 dewatered


Roxburgh dam location

Sluices

7.1m wide

8.7m high

  • Diversion Sluices


Spillway sluice long section

Spillway – Sluice Long Section


Physical hydraulic model university of auckland

Physical Hydraulic ModelUniversity of Auckland

  • Tests covered:

  • Sluice only operation - 25

  • Spillway only operation - 25

  • Combined operation - 125

  • Total tests 175


Physical hydraulic model observations

Physical Hydraulic Model Observations


Physical hydraulic model results

Physical Hydraulic Model Results

  • Maximum pressures along sluice


Physical hydraulic model

Physical Hydraulic Model

Rooster Tails

Sluice only operation


Gate tests

Gate Tests

Jan 2013

Sluice 2 opened 6.77m (78%).

Discharge 862 cumecs.


Sluice gate test

Sluice Gate Test


Conclusions

Conclusions

  • Physical hydraulic model investigations supported by prototype testing have successfully proved for the Roxburgh Dam case that simultaneous discharge from a spillway gate and a low level sluice gate into the same chute is feasible and will produce smooth merged flow lines.

  • For sluice only operation the discharge will not pressurise the sluice tunnel.

  • Spillway only operation will pressurise the sluice tunnel only at high lake levels and gate openings greater than 40%.

  • Combined spillway and sluice operation will pressurise the sluice tunnel only at high lake levels and spillway gate openings greater than 40%.

  • The water levels induced in the sluice gate chamber by the back pressure from spillway only or combined spillway and sluice operation are unlikely to flood the middle gallery in the dam where the sluice gate controls are located. However further prototype tests are desirable to confirm the extreme water level values observed in the model tests.

  • Although the sluice is back pressured by the spillway the discharge from the sluice is not reduced.

  • ‘Rooster tail’ behaviour along each side wall at the sluice exit into the spillway chute could threaten the access bridge to the power station under high sluice only flow conditions at a high lake level.

  • Roxburgh Dam can safely pass the PMF inflow using the combined discharge from both the spillway and sluice gates fully open at a lake level of RL 132.3m (I.e. with 1.2m freeboard).


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