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Daily pondage run-of-river components

Short answer

A daily pondage ROR project consists of diversion weir with spillway, intake, gravel trap, desander, daily pondage for storing off-peak flow, headrace tunnel, surge tank, penstock, powerhouse with turbine-generator, tailrace, and switchyard. The pond enables peaking operation by storing water during off-peak hours for use during peak demand.

Discuss major components of a Daily Pondage Run off the River type hydropower project with suitable schematic diagram.

A daily pondage run-of-river (PROR) project stores river water for a few hours each day in a small pond so the plant can generate more during the daily peak load. It has all ROR components plus the pondage.

Schematic

 River ==|== Weir/dam + spillway + undersluice
         |
       Intake ---> Gravel trap ---> Desander
                                       |
                              [ DAILY PONDAGE ]
                                       |
                              Headrace tunnel/canal
                                       |
                                 Surge tank/forebay
                                       |
                                    Penstock
                                       |
                         Valve -> Turbine -> Generator
                                       |        |
                                   Tailrace   Transformer
                                       |        |
                                     River   Switchyard

Major components

  1. Headworks: diversion weir or low dam to raise water level; gated spillway for floods; undersluice to flush sediment away from the intake.
  2. Intake: side or frontal intake with trash rack and gates to admit design discharge.
  3. Gravel trap: removes gravel and coarse sand near the intake.
  4. Desander (settling basin): long, slow-flow basin where fine sediment settles; flushed periodically. Essential in Nepal to protect turbines.
  5. Daily pondage: small reservoir (or enlarged desander/forebay) that stores the off-peak inflow. Storage needed ≈(Qdesign−Qinflow)×\approx (Q_{design} - Q_{inflow}) \times peak hours. It lets a dry-season plant give full output for about 4–6 peak hours.
  6. Headrace tunnel or canal: carries water to the surge tank/forebay with small head loss.
  7. Surge tank (or forebay): absorbs pressure surges and supplies water during sudden load increase.
  8. Penstock: steel pressure pipe with anchor blocks; valve at the top for emergency closure.
  9. Powerhouse: turbine (Francis for medium head, Pelton for high head), generator, governor, excitation, cooling and control systems.
  10. Tailrace: returns water to the river.
  11. Electrical works: step-up transformer, switchyard and transmission line to the grid.

Advantages

Higher peak capacity and revenue than plain ROR, better match with Nepal's evening peak, and much smaller submergence than a storage project. Examples in Nepal: Kaligandaki "A", Middle Marsyangdi and Upper Tamakoshi are peaking ROR projects.

✓ Answer checked by Claude Opus 5.5 (high effort)

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