Civil Engineering Reference
In-Depth Information
TABLE26-6.Typical
Values
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Rearranging and substituting:
nQ
0.013(2.0)
K
0.0139
dS
(3)
(0.01)
8/3
1/2
8/3
1/2
Step 2.
Determine the depth of flow:
Find
D
/
d
value for K
0.0139:
Constant
Cross Section,
Depth,
Slope
Non-Constant
Cross Section,
Depth,
Slope
A. Uniform Flow
B. Non-Uniform Flow
C. Non-Uniform Flow Change in Slope
D. Non-Uniform Flow Over Weir
E. Non-Uniform Flow Hydraulic Jump
Fig. 26-36.
Various types of open-channel flow (
Source:
Reference 1)
