Analysis of Effects of Rough Strip Energy Dissipator on Hydraulic Property of Bend Flow

Figure 7

Typical cross-sectional velocity distribution of the spillway in the typical runs: Cross-sections (a) #4, (b) #7, (c) #10, (d) #13, (e) #16, (f) #19, (g) #22, and (h) #25.

(a)

(b)

(c)

(d)

(e)

(f)

(g)

(h)