- 2078 Chaitra · 4 marks
Flow duration curve and unit sizing
Short answer
The FDC fixes the design flow and hence plant capacity. Minimum stable flow of one unit must be met at dry-season flow: Francis about 40%, Kaplan 20–30%, Pelton 10–20%. A steep FDC demands more smaller units; a flat FDC allows fewer larger units, with at least two for maintenance.
How would flow duration curve affect while designing unit sizes of power plant?
The flow duration curve (FDC) shows how long each flow is available, so it decides how many units are needed and how big each should be, so that turbines run near their best efficiency for most of the year.
How the FDC affects unit sizing
- Total design flow: the plant's design discharge is taken at a chosen exceedance (e.g. ). This fixes total capacity .
- Minimum turbine flow: every turbine has a minimum stable flow (Francis about 40% of rated, Pelton about 10–20%, Kaplan about 20–30%). The dry-season flow from the FDC (e.g. –) must be at least the minimum flow of one unit, or the plant must shut down in the dry season.
- Steep FDC → more units: if the flow drops far below the design flow for long periods, divide the capacity into two or more units. In the dry season one unit runs near full load instead of all units at poor part load.
- Flat FDC → fewer, larger units: steady flow allows one or two large units, which are cheaper per kW.
- Equal-sized units are preferred for interchangeable spares and simple operation; unequal units are used only when the FDC is very steep.
- Reliability and maintenance: with at least two units, maintenance can be done in the low-flow season while the other unit uses all the available water.
Example
If m³/s and m³/s, a single Francis unit would need at least m³/s and would stop in the driest months. With two units of 5 m³/s each, one unit needs only 2 m³/s, so it keeps running even at .
✓ Answer checked by Claude Opus 5.5 (high effort)
Related questions
- Flow duration curve and its applicability · Power Plant Design, chapter 3 · asked 3×
- Hydrograph and flow duration curve · Power Plant Design, chapter 3 · asked 3×
- Parameters for planning and sizing a plant · Power Plant Design, chapter 2
- Tidal versus wind power plant · Power Plant Design, chapter 1
- Design: 95 m head plant at Q65% · Power Plant Design, chapter 4 · asked 12×
- Design: 220 m head plant, optimal voltage · Power Plant Design, chapter 4
- Load duration curve; diesel plant; ROR flow duration · Hydropower Engineering, chapter 3
- Flow duration curve and power at mean flow · Hydropower Engineering, chapter 3
- Power duration curve and primary/secondary energy · Hydro Power, chapter 3
- Flow duration curve and planning parameters · Hydro Power, chapter 3