/Find The location of the jump if formed ,use manning coe. = 0.015
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
Related questions
Question
![AE
Kg
Example 4.2
a)whether the hyd. Jump will form?
Solution
Q = R2/3 S/2 A
1.
13 =
60
0.015
Y1 = 0.79 m a
8.78
3y1
to
1
13 =
(3y2)(
3+2y2
600.
0.015
Y2 = 1.82m
(13/3)
3
q2
Yc =
3.
= 1.24 m
9.81
Y1 < Yc <Y2 The jump accure
A = 3 * 0.79 = 2.37
2 = 0.5 [/1+8 (fri)² – 1]
Y1
5.48
= 1.976 dlae po
V9.81*0.79
H.W/Find The location of the jump if formed ,use manning
احل دار الت الطافت
coe. = 0.015
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Transcribed Image Text:AE
Kg
Example 4.2
a)whether the hyd. Jump will form?
Solution
Q = R2/3 S/2 A
1.
13 =
60
0.015
Y1 = 0.79 m a
8.78
3y1
to
1
13 =
(3y2)(
3+2y2
600.
0.015
Y2 = 1.82m
(13/3)
3
q2
Yc =
3.
= 1.24 m
9.81
Y1 < Yc <Y2 The jump accure
A = 3 * 0.79 = 2.37
2 = 0.5 [/1+8 (fri)² – 1]
Y1
5.48
= 1.976 dlae po
V9.81*0.79
H.W/Find The location of the jump if formed ,use manning
احل دار الت الطافت
coe. = 0.015
%3D
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