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:

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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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:
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
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

Vm=LT=400 cm7.94 sec=50.378 cm/sec

 

 

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