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
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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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