Optimal Design of Diversion Piers of Lateral Intake Pumping Station Based on Orthogonal Test

Table 1

Orthogonal table of the forebay of the pumping station with a 45° lateral angle.

Level	Factors
	A l/m	B b/m	C α/°	D h
1	7	0.4	10	0.4
2	8	0.6	15	0.6
3	9	0.8	20	0.8
4	10	1.0	25	1.0