Chapter

Advances in Hydroinformatics

Part of the series Springer Hydrogeology pp 291-305

Date:

Optimization of a Shared Tailrace Channel of Two Pumped-Storage Plants by Physical and Numerical Modeling

  • Giovanni De CesareAffiliated withLaboratoire de Constructions Hydrauliques (LCH), Ecole Polytechnique Fédérale de Lausanne (EPFL) Email author 
  • , Martin BieriAffiliated withPöyry Energy Ltd
  • , Stéphane TerrierAffiliated withLaboratoire de Constructions Hydrauliques (LCH), Ecole Polytechnique Fédérale de Lausanne (EPFL)
  • , Sylvain CandolfiAffiliated withUniversité Laval
  • , Martin WickenhäuserAffiliated withStucky Ltd
  • , Gaël MicouletAffiliated withAlpiq Suisse SA

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Abstract

Pump and turbine operations lead to head losses in the tailrace channel. Pumping discharge may be limited due to potential air entrainment into the pump shaft when the downstream reservoir is at its lowest level and the head losses are too high. Regarding turbine operations, the limit is given by the maximum level in the Pelton turbine chamber due to high water level in the downstream reservoir and head losses. The rapid starting and stopping of turbines and pumps lead to highly unsteady flow in the tailrace channel system of the two connected hydropower plants. Negative and positive surges may lead to similar consequences as for stationary operations such as sudden air entrainment into the pump shaft and submerging of the Pelton runner under operation. Therefore, flow and head losses test were conducted on a physical model at 1:30 scale together with numerical simulations using FLOW-3D. On-site measurement of the existing power plant allows validating the results. Representative and extreme operational scenarios have been simulated; the main results are discussed and presented.

Keywords

Hydropower Pumped-storage Surge waves Transient flow Head losses Free-surface flow Intake/outlet structure