Spillways Scheduling for Flood Control of Three Gorges Reservoir Using Mixed Integer Linear Programming Model

Table 3

Optimal scheduling of 20-year flood with 1981 type.

Time (day)	Inflow (m^3/s)	Storage (billion m^3)	Release (m^3/s)	Turbine	Deep outlets	Floats outlets	Desilting outlets	Surface outlets
1	32875	17.15	25347	26	1	0	0	0
2	43250	17.80	50626	26	16	0	0	0
3	62875	17.16	56669	26	20	0	0	0
4	72550	17.70	55538	26	19	0	0	0
5	72525	19.17	55240	26	18	0	0	0
6	68475	20.66	56409	26	18	0	0	0
7	58200	21.71	55354	26	17	0	0	0
8	48500	21.95	50136	26	14	0	0	0
9	42400	21.81	42887	26	10	0	0	0
10	42000	21.77	42867	26	10	0	0	0