For the channel section shown below, calculate the discharge correspond- ing to the flow depth, y = 0.8 +0.6 1.4 ft. Slope, S = 500. Compare your results using the Pavlovskii and Yen equivalent roughness formulae. = 3 ft n₁ = 0.020 Ao (1) 0.6 ft anche y -2 ft- n₂ = 0.015 (2) 3 ft n3 = 0.030 (3) 0.8 ft
For the channel section shown below, calculate the discharge correspond- ing to the flow depth, y = 0.8 +0.6 1.4 ft. Slope, S = 500. Compare your results using the Pavlovskii and Yen equivalent roughness formulae. = 3 ft n₁ = 0.020 Ao (1) 0.6 ft anche y -2 ft- n₂ = 0.015 (2) 3 ft n3 = 0.030 (3) 0.8 ft
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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The Pavlovskii and Yen equivalent roughness equations (ne) are attached (second and last equations), please ignore the other formulas besides those two.

Transcribed Image Text:Investigator
Horton (1933); Einstein
(1934)
Pavlovskii (1931)
Muhlhofer (1933)
Einstein and Banks (1950)
Lotter (1932)
Felkel (1960)
Krishnamurthy and
Christensen (1972)
Yen (1991)
- Σ
- ΣΦΡ
PRS/3
=
na
PRS/3
n
Σ
: exp|
Ph/2 Inn,
ΣPh
3/2
Σ(n.P)
P

Transcribed Image Text:For the channel section shown below, calculate the discharge correspond-
ing to the flow depth, y = 0.8 +0.6 1.4 ft. Slope, S = 500. Compare
your results using the Pavlovskii and Yen equivalent roughness formulae.
3 ft
n₁ = 0.020
Am 0.
(1)
0.6 ft
y
-2 ft-
n₂ =
0.015
(2)
=
V
3 ft
n3 = 0.030
(3)
Who Woodlad Nad
سلسل الاسم ال
0.8 ft
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