SW3220305_Design Calculations (Riprap)_20220325

20
La = 16ft
0
3D„ % 1�
4
3
d50 = 0.50ft
0
3 5 10 20 50 100 200 500 1000
Q = 9.99cfs Discharge (0/sec)
Curves may not be extrapolated.
Figure 6-34.1 - Design of Outlet Protection From a Round Pipe Flowing Full, Minimum Tailwater Condition
(Tw < 0.5 Diameter)
GSWCC 2016 Edition 6-210