Observation Length of the pipe (1) = 3m Diameter of pipe (d) = 20mm Area of collecting tank (A) = 3500cm2 Head Loss (H)= 119.70cm Time taken (t)= 46.00sec Rise (h) = 10cm Acceleration due to gravity (9) = 981 cm/sec2 Calculations Qact =? CHECK Velocity (v) = CHECK Analytical Friction Factor (f) = %3D CHECK

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
Section: Chapter Questions
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TRIAL:1
Left Limb Reading (LL)
= 22cm
Right Limb Reading (RL) = 31.5cm
?
Head Loss (H)
CHECK
Transcribed Image Text:TRIAL:1 Left Limb Reading (LL) = 22cm Right Limb Reading (RL) = 31.5cm ? Head Loss (H) CHECK
Observation
TRIAL :1
Length of the pipe (1) = 3m
Diameter of pipe (d) = 20mm
Area of collecting tank (A) = 3500cm2
Head Loss (H)= 119.70cm
Time taken (t)= 46.00sec
Rise (h) = 10cm
Acceleration due to gravity (g) = 981 cm/sec2
Calculations
Qact =
CHECK
Velocity (v) =
?
CHECK
Analytical Friction Factor (f) =
CHECK
Transcribed Image Text:Observation TRIAL :1 Length of the pipe (1) = 3m Diameter of pipe (d) = 20mm Area of collecting tank (A) = 3500cm2 Head Loss (H)= 119.70cm Time taken (t)= 46.00sec Rise (h) = 10cm Acceleration due to gravity (g) = 981 cm/sec2 Calculations Qact = CHECK Velocity (v) = ? CHECK Analytical Friction Factor (f) = CHECK
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