Stability Analysis of a Run-of-River Diversion Hydropower Plant with Surge Tank and Spillway in the Head Pond

Table 2

Pairs of gains selected for carrying out simulations.

Point			Stability
			Normal operation	Flood operation
A	20	2	NO	YES
B	100	2	YES	YES
C	180	2	NO	YES
D	50	3	NO	YES
E	150	3	NO	YES
F	250	3	NO	NO