Research Article
Optimal Reservoir of Small Reservoirs by Optimization Techniques on Reservoir Simulation Model
Table 1
Situations of water shortage and excess release of the Huay Ling Jone reservoir using historic inflow of 24 years.
| | Situations | Rule curves | Frequency (times/year) | Volume (million cubic meter) | Time period (year) | | Average | Maximum | Average | Maximum |
| | Shortage | RC1-Existing | 0.792 | 4.917 | 12.000 | 3.800 | 8.000 | | RC2-GA | 0.542 | 2.250 | 11.000 | 3.250 | 6.000 | | RC3-FA | 0.542 | 1.917 | 10.000 | 2.600 | 3.000 | | RC4-BA | 0.458 | 2.167 | 11.000 | 2.200 | 3.000 | | RC5-FPA | 0.875 | 3.792 | 11.000 | 7.000 | 14.000 | | RC6-TA | 0.750 | 2.542 | 9.000 | 6.000 | 13.000 |
| | Excess water | RC1-Existing | 0.958 | 9.191 | 15.857 | 11.500 | 22.000 | | RC2-GA | 0.917 | 6.684 | 13.705 | 7.333 | 14.000 | | RC3-FA | 0.833 | 6.214 | 13.705 | 5.000 | 12.000 | | RC4-BA | 0.875 | 6.484 | 13.705 | 5.250 | 12.000 | | RC5-FPA | 0.958 | 8.146 | 15.770 | 11.500 | 14.000 | | RC6-TA | 0.917 | 6.995 | 13.705 | 7.333 | 14.000 |
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