The following twenty problems refer to a transition in a rectangular channel with a bottom elevation change At, or a change in width from b, to bz, or both. Flow is from section 1 to section 2. A plus Az is upward. Analyze each problem using a specifie energy diagram and determine the downstream depth. If the stated upstream flow is ection 7-3 not possible, calculate the adjusted upstream conditions as well. Problems 7-21 to 7- 30 are in U.S. customary units and Problems 7-31 to 7-40 are in SI upis, Az Problem (ft) (ft) (cfs) (ft) (ft) 0.3 10 7-21 200 5.5 10 -0.3 10 7-22 200 1.8 10 7-23 200 5.5 10 -0.3 10 7-24 200 1.8 10 0.3 10 300 6.0 12 0. 15 7-25 7-26 7-27 300 1.5 12 0. 15 250 6.0 12 10 7-28 250 4.0 12 0. 8. 7-29 200 2.0 10 0.3 12 7-30 250 4.8 -0.5 10
The following twenty problems refer to a transition in a rectangular channel with a bottom elevation change At, or a change in width from b, to bz, or both. Flow is from section 1 to section 2. A plus Az is upward. Analyze each problem using a specifie energy diagram and determine the downstream depth. If the stated upstream flow is ection 7-3 not possible, calculate the adjusted upstream conditions as well. Problems 7-21 to 7- 30 are in U.S. customary units and Problems 7-31 to 7-40 are in SI upis, Az Problem (ft) (ft) (cfs) (ft) (ft) 0.3 10 7-21 200 5.5 10 -0.3 10 7-22 200 1.8 10 7-23 200 5.5 10 -0.3 10 7-24 200 1.8 10 0.3 10 300 6.0 12 0. 15 7-25 7-26 7-27 300 1.5 12 0. 15 250 6.0 12 10 7-28 250 4.0 12 0. 8. 7-29 200 2.0 10 0.3 12 7-30 250 4.8 -0.5 10
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
Related questions
Question
Problem 7-26
![section 1 to section 2. A plus Az is upward. Analyze each problem using a specifie
not possible, calculate the adjusted upstream conditions as well. Problems 7-21 to 7-
energy diagram and determine the downstream depth. If the stated upstream flow is
bottom elevation change Az, or a change in width from b, to b,, or both. Flow is from
The following twenty problems refer to a transition in a rectangular channel with a
trapezoidal channel
ling
n.
Section 7-3
30 are in U.S. customary units and Problems 7-31 to 7-40 are in SI units
b2
(ft)
Δ
Problem
(cfs)
(ft)
(ft)
(ft)
7-21
200
5.5
10
0.3
10
-0.3
10
7-22
7-23
200
1.8
10
200
5.5
10
-0.3
10
10
7-24
7-25
200
1.8
10
0.3
300
6.0
12
0.
15
7-26
300
1.5
12
15
7-27
250
6.0
12
0.
10
7-28
250
4.0
12
8.
7-29
200
2.0
10
0.3
12
7-30
250
4.8
8
-0.5
10](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2Fded4d143-e6bc-43a7-af80-2ef19d02a5d5%2F56dc186d-0737-4ef7-895c-189f9249404c%2Fl408ao_processed.jpeg&w=3840&q=75)
Transcribed Image Text:section 1 to section 2. A plus Az is upward. Analyze each problem using a specifie
not possible, calculate the adjusted upstream conditions as well. Problems 7-21 to 7-
energy diagram and determine the downstream depth. If the stated upstream flow is
bottom elevation change Az, or a change in width from b, to b,, or both. Flow is from
The following twenty problems refer to a transition in a rectangular channel with a
trapezoidal channel
ling
n.
Section 7-3
30 are in U.S. customary units and Problems 7-31 to 7-40 are in SI units
b2
(ft)
Δ
Problem
(cfs)
(ft)
(ft)
(ft)
7-21
200
5.5
10
0.3
10
-0.3
10
7-22
7-23
200
1.8
10
200
5.5
10
-0.3
10
10
7-24
7-25
200
1.8
10
0.3
300
6.0
12
0.
15
7-26
300
1.5
12
15
7-27
250
6.0
12
0.
10
7-28
250
4.0
12
8.
7-29
200
2.0
10
0.3
12
7-30
250
4.8
8
-0.5
10
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