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RoR best installed capacity (USD 2795 million)

Short answer

The optimum design flow is 53 m³/s, giving installed capacity 22.2 MW. Firm energy is 66.1 GWh, secondary energy 80.5 GWh, total energy 146.5 GWh, and the plant factor is 0.75.

The mean monthly flow of a river in a typical year is as follows:

MonthJanFebMarAprMayJunJulAugSepOctNovDec
Flow (m³/s)383328231836739368534843

The effective head of the ROR plant is 48 m and can be assumed constant. The other data are as follows: fixed cost = USD 2795 × 10⁶; variable cost = US$ 645/kW; annual O&M cost = 2.5% of variable cost; energy price = US$ 38/MWh for primary and secondary energy; interest rate = 11%; economic life of the project = 45 years; overall efficiency = 89%. Determine the best installed capacity, firm energy, secondary energy, total energy, and plant factor.

The optimum capacity of a RoR plant is where the marginal benefit of the last unit of capacity equals its marginal cost (equivalently, where the net benefit is maximum). The fixed cost does not change with capacity, so it does not affect the optimum.

Data and constants

  • Fixed cost = USD 2795 × 10⁶; variable cost = USD 645/kW; O&M = 2.5% of the variable cost per year; price = USD 38/MWh = USD 0.038/kWh for primary and secondary energy
  • Net head H=48H = 48 m (constant); overall efficiency η=0.89\eta = 0.89
  • Capital recovery factor CRF=i(1+i)n(1+i)n−1=0.11101CRF = \dfrac{i(1+i)^n}{(1+i)^n-1} = 0.11101 for i=11%i=11\%, n=45n=45 years
  • Energy per month: Em=9.81 η H Q (730 h)E_m = 9.81\,\eta\,H\,Q\,(730\ \text{h}) (8760/12 h per month)
  • Annual cost =(fixed+variable×P) CRF+O&M=(\text{fixed}+\text{variable}\times P)\,CRF + \text{O\&M}; annual benefit = energy × price

Flow available for power

Available flows (m³/s) in descending order: 93, 73, 68, 53, 48, 43, 38, 36, 33, 28, 23, 18.

Marginal check

Each extra 1 kW of capacity above a flow level is used only in the months in which the flow is greater than that level. A kW used for kk months produces 0.73 k0.73\,k MWh per year. The benefit per kW for each month it is used =0.73×38==0.73\times38 = USD 27.74 per year. The annual cost of 1 kW =645×0.11101+0.025×645=71.60+16.13== 645\times0.11101 + 0.025\times645 = 71.60 + 16.13 = USD 87.73, so a kW must be used for at least 3.16 months, i.e. at least 4 months. The 4th highest flow is 53 m³/s, so the optimum design flow is 53 m³/s (capacity up to 68 m³/s would be used for only 3 months: 3 × 27.74 = 83.22 < 87.73).

Trial design discharges

QdQ_d (m³/s)P (MW)Energy (GWh)Benefit (USD M)Cost (USD M)Net (USD M)
187.5466.082.5310.9-308.4
239.6482.913.2311.1-308.0
2811.7398.203.7311.3-307.6
3313.83111.974.3311.5-307.2
3615.09119.314.5311.6-307.1
3815.93123.604.7311.7-307.0
4318.02132.775.0311.9-306.8
4820.12140.425.3312.0-306.7
5322.21146.545.6312.2-306.7
6828.50160.316.1312.8-306.7
7330.59163.376.2313.0-306.8
9338.97169.496.4313.7-307.3

The values for 48, 53 and 68 m³/s look tied at this rounding; the marginal check above shows the net benefit is greatest at Qd=53Q_d = 53 m³/s.

Results

  • Installed capacity: P=9.81×0.89×48×53=22,211 kW=22.21P = 9.81\times0.89\times48\times53 = 22,211\ \text{kW} = 22.21 MW
  • Firm (primary) energy, from the minimum flow of 18 m³/s all year: 9.81×0.89×48×18×8760=66,081,039 kWh=66.089.81\times0.89\times48\times18\times8760 = 66,081,039\ \text{kWh} = 66.08 GWh
  • Total energy: 146.54146.54 GWh
  • Secondary energy =146.54−66.08=80.46= 146.54-66.08 = 80.46 GWh
  • Plant factor =EP×8760=146.54×10622,211×8760=0.753= \dfrac{E}{P\times8760} = \dfrac{146.54\times10^6}{22,211\times8760} = 0.753 (75.3%)

Note: with the fixed cost taken exactly as stated (USD 2795 million), the net benefit is negative for every capacity (the project does not pay for itself). The optimum capacity is the same because the fixed cost is independent of capacity; the fixed cost is possibly a misprint in the question.

Answer: best installed capacity = 22.2 MW (design flow 53 m³/s); firm energy = 66.1 GWh; secondary energy = 80.5 GWh; total energy = 146.5 GWh; plant factor = 0.75.

✓ Answer checked by Claude Opus 5.5 (high effort)

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