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.

SituationsRule curvesFrequency (times/year)Volume (million cubic meter)Time period (year)
AverageMaximumAverageMaximum

ShortageRC1-Existing0.0000.0000.0000.0000.000
RC2-GA0.0000.0000.0000.0000.000
RC3-FA0.0000.0000.0000.0000.000
RC4-BA0.0000.0000.0000.0000.000
RC5-FPA0.0000.0000.0000.0000.000
RC6-TA0.0000.0000.0000.0000.000

Excess waterRC1-Existing1.0003.9913.99122.00022.000
RC2-GA1.0003.1593.15922.00022.000
RC3-FA1.0003.1593.15922.00022.000
RC4-BA1.0003.1593.15922.00022.000
RC5-FPA1.0003.1593.15922.00022.000
RC6-TA1.0003.1593.15922.00022.000