Research Article
Optimal Reservoir of Small Reservoirs by Optimization Techniques on Reservoir Simulation Model
Table 4
Situations of water shortage and excess release of the Huay Sabag reservoir using synthetic inflow of 1,000 events.
| | Situations | Rule curves | Frequency (times/year) | Volume (million cubic meter) | Time period (year) | | Average | Maximum | Average | Maximum |
| | Shortage | RC1-Existing | μ | 0.000 | 0.000 | 0.000 | 0.000 | 0.000 | | σ | 0.000 | 0.000 | 0.000 | 0.000 | 0.000 | | RC2-GA | μ | 0.000 | 0.000 | 0.000 | 0.000 | 0.000 | | σ | 0.000 | 0.000 | 0.000 | 0.000 | 0.000 | | RC3-FA | μ | 0.000 | 0.000 | 0.000 | 0.000 | 0.000 | | σ | 0.000 | 0.000 | 0.000 | 0.000 | 0.000 | | RC4-BA | μ | 0.000 | 0.000 | 0.000 | 0.000 | 0.000 | | σ | 0.000 | 0.000 | 0.000 | 0.000 | 0.000 | | RC5-FPA | μ | 0.000 | 0.000 | 0.000 | 0.000 | 0.000 | | σ | 0.000 | 0.000 | 0.000 | 0.000 | 0.000 | | RC6-TA | μ | 0.000 | 0.000 | 0.000 | 0.000 | 0.000 | | σ | 0.000 | 0.000 | 0.000 | 0.000 | 0.000 |
| | Excess water | RC1-Existing | μ | 1.000 | 3.990 | 3.991 | 22.000 | 22.000 | | σ | 0.000 | 0.005 | 0.000 | 0.000 | 0.000 | | RC2-GA | μ | 1.000 | 3.159 | 3.159 | 22.000 | 22.000 | | σ | 0.000 | 0.000 | 0.000 | 0.000 | 0.000 | | RC3-FA | μ | 1.000 | 3.159 | 3.159 | 22.000 | 22.000 | | σ | 0.000 | 0.000 | 0.000 | 0.000 | 0.000 | | RC4-BA | μ | 1.000 | 3.159 | 3.159 | 22.000 | 22.000 | | σ | 0.000 | 0.003 | 0.000 | 0.000 | 0.000 | | RC5-FPA | μ | 1.000 | 3.159 | 3.159 | 22.000 | 22.000 | | σ | 0.000 | 0.000 | 0.000 | 0.000 | 0.000 | | RC6-TA | μ | 1.000 | 3.159 | 3.159 | 22.000 | 22.000 | | σ | 0.000 | 0.001 | 0.000 | 0.000 | 0.000 |
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Note. μ = average; σ = standard deviation.
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