Channel width = 7.7_cm Flow, Q =1.0 liters/sec Avg. Calc. V, Time Meas. Vw y1 y1 Avg. y2 y2 Theoret. y1 y2 Vw (cm) (cm) (cm) | (cm) (cm) (cm) | (cm/sec) (cm) | (sec) (cm/ sec) (cm/ sec)) 3.65 4.20 6.60 6.45 400 7.94 % Difference between measured and theoretical:
Channel width = 7.7_cm Flow, Q =1.0 liters/sec Avg. Calc. V, Time Meas. Vw y1 y1 Avg. y2 y2 Theoret. y1 y2 Vw (cm) (cm) (cm) | (cm) (cm) (cm) | (cm/sec) (cm) | (sec) (cm/ sec) (cm/ sec)) 3.65 4.20 6.60 6.45 400 7.94 % Difference between measured and theoretical:
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
Related questions
Question
100%
please answer the question given
![Part 2 – Open Channel Flow and Translatory Waves
Channel width = 7.7_cm
Flow, Q =1.0 liters/sec
Avg.
Calc.
Time
Theoret.
Vw
y1
y1
y2
y2
Avg.
Meas.
y1
y2
V1
Vw
(ст) | (ст)
(cm/sec) (cm) | (sec)
(cm/
sec)
(cm/
sec))
(cm) (cm)
(cm)
(cm)
3.65
4.20
6.60
6.45
400
7.94
% Difference between measured and theoretical:
Calculations:](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2Feb0db590-5d37-48a1-bf5a-623f4987797d%2F3812f6a5-8286-4371-a414-f1f5f9571a66%2Flaopna3_processed.png&w=3840&q=75)
Transcribed Image Text:Part 2 – Open Channel Flow and Translatory Waves
Channel width = 7.7_cm
Flow, Q =1.0 liters/sec
Avg.
Calc.
Time
Theoret.
Vw
y1
y1
y2
y2
Avg.
Meas.
y1
y2
V1
Vw
(ст) | (ст)
(cm/sec) (cm) | (sec)
(cm/
sec)
(cm/
sec))
(cm) (cm)
(cm)
(cm)
3.65
4.20
6.60
6.45
400
7.94
% Difference between measured and theoretical:
Calculations:
Expert Solution
![](/static/compass_v2/shared-icons/check-mark.png)
Step 1
Measured Velocity of flow.
The length of measured flow is L=400 cm.
The time of measured flow is T=7.94 sec.
The measured velocity of the flow is Vm
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