Research Article
Optimal Reservoir of Small Reservoirs by Optimization Techniques on Reservoir Simulation Model
Table 3
Situations of water shortage and excess release of the Huay Sabag reservoir using historic inflow of 22 years.
| Situations | Rule curves | Frequency (times/year) | Volume (million cubic meter) | Time period (year) | Average | Maximum | Average | Maximum |
| Shortage | RC1-Existing | 0.000 | 0.000 | 0.000 | 0.000 | 0.000 | RC2-GA | 0.000 | 0.000 | 0.000 | 0.000 | 0.000 | RC3-FA | 0.000 | 0.000 | 0.000 | 0.000 | 0.000 | RC4-BA | 0.000 | 0.000 | 0.000 | 0.000 | 0.000 | RC5-FPA | 0.000 | 0.000 | 0.000 | 0.000 | 0.000 | RC6-TA | 0.000 | 0.000 | 0.000 | 0.000 | 0.000 |
| Excess water | RC1-Existing | 1.000 | 3.991 | 3.991 | 22.000 | 22.000 | RC2-GA | 1.000 | 3.159 | 3.159 | 22.000 | 22.000 | RC3-FA | 1.000 | 3.159 | 3.159 | 22.000 | 22.000 | RC4-BA | 1.000 | 3.159 | 3.159 | 22.000 | 22.000 | RC5-FPA | 1.000 | 3.159 | 3.159 | 22.000 | 22.000 | RC6-TA | 1.000 | 3.159 | 3.159 | 22.000 | 22.000 |
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