The Experimental Investigation of the Optimization of the Flow State of a Ladder-Shaped Spillway in a Certain Reservoir

Table 2

The average flux of classical cross section in the spillway.

	Side-channel section		Side channel section			Regulation section		Chute section
Pile number	Weir front 7m	Weir top	0+000	0+007.5	0+015	The front	The end	0+055	0+105	0+125
The flux(m/s)	1.13	5.32	2.10	2.66	3.92	3.92	5.11	9.73	10.13	10.53
	Chute section (ladder)					Stilling basin and apron section
Pile number	0+155	0+185	0+205	0+220	0+225	The entrance	In the basin	Apron
The flux (m/s)	10.43	10.97	10.62	12.57	11.87	11.87	12.37	7.37