Skip to main content

RoR installed capacity without pondage and with peaking

Short answer

For pure run-of-river, installed capacity = 17.51 MW. With pondage and 6 h peaking using two units, peak discharge is 47.63 m³/s, giving installed capacity = 27.80 MW.

A RoR plant has a minimum flow of 30 m³/s and net head of 70 m. The overall efficiency of the plant is 85%. Calculate the installed capacity of the plant (i) without pondage (designed for pure RoR plant) and (ii) if the plant is designed for a peaking plant with 6 hours peaking. The plant has two sets of units such that one unit at full capacity is operating during off-peak hours. Total evaporation and other losses is 5% of the stored water.

(i) Pure RoR plant (no pondage)

Only the minimum flow can be used continuously:

P1=9.81 η Q H=9.81×0.85×30×70=17,511 kW=17.51 MWP_1 = 9.81\,\eta\,Q\,H = 9.81\times0.85\times30\times70 = 17,511\ \text{kW} = 17.51\ \text{MW}

(ii) Peaking plant, 6 h peak, two units

Let QuQ_u be the discharge of one unit at full load. Off-peak (18 h) only one unit runs, using QuQ_u. In peak hours (6 h) both units run, using 2Qu2Q_u.

Water stored in the 18 off-peak hours (inflow 30 m³/s) after 5% loss:

Vs=0.95 (30−Qu)×18×3600V_s = 0.95\,(30-Q_u)\times18\times3600

During the 6 peak hours the extra flow required is (2Qu−30)(2Q_u-30), supplied from storage:

(2Qu−30)×6×3600=0.95 (30−Qu)×18×3600(2Q_u-30)\times6\times3600 = 0.95\,(30-Q_u)\times18\times3600 12Qu−180=513−17.1 Qu⇒Qu=69329.1=23.814 m3/s12Q_u - 180 = 513 - 17.1\,Q_u \Rightarrow Q_u = \frac{693}{29.1} = 23.814\ \text{m}^3/\text{s}

Peak discharge =2Qu=47.629=2Q_u=47.629 m³/s.

P2=9.81×0.85×47.629×70=27,801 kW=27.80 MWP_2 = 9.81\times0.85\times47.629\times70 = 27,801\ \text{kW} = 27.80\ \text{MW}

Check: off-peak, one unit uses 23.81 m³/s (less than 30), so the surplus goes to the pond. Water put into the pond =(30−23.814)×18×3600=400,825=(30-23.814)\times18\times3600 = 400,825 m³ (the pondage capacity, about 4.01 × 10⁵ m³). After the 5% loss, 0.95×400,825=380,7840.95\times400,825 = 380,784 m³ is usable, which equals the peak draw (47.629−30)×6×3600=380,784(47.629-30)\times6\times3600 = 380,784 m³.

Answer: (i) installed capacity = 17.51 MW (pure RoR); (ii) installed capacity = 27.80 MW with 6-hour peaking (2 units of 13.90 MW each), a gain of 1.59 times.

✓ Answer checked by Claude Opus 5.5 (high effort)

All Hydropower Engineering chapter 3 questions →