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Structural components and the surge tank

Short answer

Structural components: dam/weir, intake, desander, headrace, forebay/surge tank, penstock, powerhouse, tailrace. Surge tank at junction of tunnel and penstock limits water hammer on load rejection, supplies water on load increase, reduces penstock thickness and improves governing.

Draw the schematic diagram of hydropower plant showing different structural components. State the role of surge tank in hydropower plant construction.

The structural (mainly civil) components of a hydropower plant collect, store, clean and carry water to the turbine and return it to the river.

Schematic

 Reservoir/River
  ==|== Dam/weir + spillway
     |
   Intake (trash rack, gates)
     |
   Desander
     |
   Headrace tunnel ================\
                                   |
                            [SURGE TANK]
                                   |
                              Penstock
                                   |
                        [POWERHOUSE: turbine,
                         generator]
                                   |
                              Tailrace -> River

Structural components

  1. Dam or weir with spillway: creates head/storage and passes floods.
  2. Intake: admits water; trash rack keeps out debris.
  3. Gravel trap and desander: remove sediment.
  4. Headrace canal or tunnel: carries water at a gentle slope.
  5. Forebay or surge tank: free water surface at the head of the penstock.
  6. Penstock with anchor blocks and saddle supports.
  7. Powerhouse: foundation, superstructure, crane beams.
  8. Tailrace channel.

Role of surge tank

A surge tank is an open vertical shaft or chamber placed at the junction of the long low-pressure headrace tunnel and the steep penstock.

  • Protects against water hammer: when load is rejected, the governor closes the gates quickly. The moving water column cannot stop instantly; without a surge tank the pressure rise would travel through the whole tunnel. The surge tank lets the water rise in it, so the high pressure is limited to the short penstock.
  • Supplies water on load increase: when gates open suddenly, water is drawn from the tank until the slow tunnel flow speeds up, avoiding a drop in pressure (and vacuum) in the penstock.
  • Reduces penstock and tunnel thickness: lower design pressure means cheaper tunnel lining.
  • Improves governing: reduces the effective water inertia time constant Tw=LVgHT_w = \dfrac{LV}{gH}, since only the penstock length counts, making speed regulation stable.
  • Types: simple, restricted orifice, differential and chamber types.

✓ Answer checked by Claude Opus 5.5 (high effort)

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