Q3: 10 cm circular orifice is found at the end of 20 cm pipe, the pipe is contain an oil of (S=0.9) with a pressure of (your code number y*200) kPa discharged into a channel. At the channel end there is a 90° triangular weir is used to measure the discharge. What is the head over the weir if the coefficient of discharge for the weir and the orifice (Cd)=0.6. code number=16.4 Triangular weir Cd=0.6 P- (your code number) *200 kPa d=10 cm Cd=0.6 d=20 cm

Q3: 10 cm circular orifice is found at the end of 20 cm pipe, the pipe is contain an oil of (S=0.9) with a pressure of (your code number y200) kPa discharged into a channel. At the channel end there is a 90° triangular weir is used to measure the discharge. What is the head over the weir if the coefficient of discharge for the weir and the orifice (Cd)=0.6. code number=16.4 Triangular weir Cd=0.6 P- (your code number) 200 kPa d=10 cm Cd=0.6 d=20 cm

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

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Concept explainers

Pressurized pipe flow

A 15-kilometer-long pipe with a pipe diameter of one meter transports water at a speed of one meter per second. The pipe has a friction coefficient of 0.005. Calculate the frictional head loss?

Question

Q3: 10 cm circular orifice is found at the end of 20 cm pipe, the pipe is contain an oil of
(S=0.9) with a pressure of (your code number y*200) kPa discharged into a channel.
At the channel end there is a 90° triangular weir is used to measure the discharge. What
is the head over the weir if the coefficient of discharge for the weir and the orifice
(Cd)=0.6.
code number=16.4
Triangular
weir
Cd=0.6
P= (your code number) *200 kPa
d=10 cm
Cd=0.6
d=20 cm

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Step 2 : Continuity Equation

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Step 3 : Bernoulli's theorem

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Step 4 : Discharge through Orifice

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Step 5 : Calculation of head (H) over 90 degree triangular weir

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