2- Fill out the following table and find the flow rate of the river and expain what is the reason of preparing this table for a river (20 p). What is the rating curve? (5 point) Station B с DEF 0.6D ||AW || G H 0.8D 0.2D I K L M 0.6D SETT32 i=1 Station Distance Across Stream(ft) Width (ft) Depth (ft) Velocity (ft/s) Area Discharge 0.2D 0.8D 0.6D (ft2) (cfs) A 0 0 0 0 0 B 15 1.1 0.43 0.28 0.35 UD C 28 2.6 0.61 0.46 0.55 39 3.5 1.54 1.39 1.45 ヨ 48 3.2 1.21 1.06 1.12 F 63 3.1 1.13 0.98 1.05 G 80 3.9 1.52 1.37 1.45 H 95 4.2 2.34 2.19 2.25 | 114 3.3 1.42 1.27 1.37 J 135 2.9 1.34 1.19 1.24 K 156 2.1 1.23 1.08 1.12 L 175 1.4 0.53 0.38 0.44 M 190 0 0 0 0
2- Fill out the following table and find the flow rate of the river and expain what is the reason of preparing this table for a river (20 p). What is the rating curve? (5 point) Station B с DEF 0.6D ||AW || G H 0.8D 0.2D I K L M 0.6D SETT32 i=1 Station Distance Across Stream(ft) Width (ft) Depth (ft) Velocity (ft/s) Area Discharge 0.2D 0.8D 0.6D (ft2) (cfs) A 0 0 0 0 0 B 15 1.1 0.43 0.28 0.35 UD C 28 2.6 0.61 0.46 0.55 39 3.5 1.54 1.39 1.45 ヨ 48 3.2 1.21 1.06 1.12 F 63 3.1 1.13 0.98 1.05 G 80 3.9 1.52 1.37 1.45 H 95 4.2 2.34 2.19 2.25 | 114 3.3 1.42 1.27 1.37 J 135 2.9 1.34 1.19 1.24 K 156 2.1 1.23 1.08 1.12 L 175 1.4 0.53 0.38 0.44 M 190 0 0 0 0
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
Related questions
Question
Transcribed Image Text:2- Fill out the following table and find the flow rate of the river and expain what is the reason of
preparing this table for a river (20 p). What is the rating curve? (5 point)
Station
B
с
DEF
0.6D
||AW ||
G H
0.8D
0.2D
I
K
L
M
0.6D
SETT32
i=1
Station Distance Across
Stream(ft)
Width (ft) Depth (ft)
Velocity (ft/s)
Area Discharge
0.2D
0.8D
0.6D
(ft2)
(cfs)
A
0
0
0
0
0
B
15
1.1
0.43
0.28
0.35
UD
C
28
2.6
0.61
0.46
0.55
39
3.5
1.54
1.39
1.45
ヨ
48
3.2
1.21
1.06
1.12
F
63
3.1
1.13
0.98
1.05
G
80
3.9
1.52
1.37
1.45
H
95
4.2
2.34
2.19
2.25
|
114
3.3
1.42
1.27
1.37
J
135
2.9
1.34
1.19
1.24
K
156
2.1
1.23
1.08
1.12
L
175
1.4
0.53
0.38
0.44
M
190
0
0
0
0
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