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c) Water flows from A, where the diameter is 12 in., to B, where the diameter is 24 in., at the rate of 13.2 cfs. The pressure head at A is 22.1 ft. Considering no loss of energy from A to B, find the pressure head at B. 15 points) Datum Plane B. 29= 25.0 ++ 1₂

c) Water flows from A, where the diameter is 12 in., to B, where the diameter is 24 in., at the rate of 13.2 cfs. The pressure head at A is 22.1 ft. Considering no loss of energy from A to B, find the pressure head at B. 15 points) Datum Plane B. 29= 25.0 ++ 1₂

Structural Analysis
Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
Section: Chapter Questions
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Answer the third question
Bernoulli's Equation a) The Bernoulli equation deals with the law of conservation of a) Mass b) Momentum c) Energy d) Work e) Force b) Write down the Bernoulli equation and define each of its components very briefly. c) Water flows from A, where the diameter is 12 in., to B, where the diameter is 24 in., at the rate of 13.2 cfs. The pressure head at A is 22.1 ft. Considering no loss of energy from A to B, find the pressure head at B. 15 points +0'01 Datum Plane B. T 2= 25.0 ++ D
Transcribed Image Text:Bernoulli's Equation a) The Bernoulli equation deals with the law of conservation of a) Mass b) Momentum c) Energy d) Work e) Force b) Write down the Bernoulli equation and define each of its components very briefly. c) Water flows from A, where the diameter is 12 in., to B, where the diameter is 24 in., at the rate of 13.2 cfs. The pressure head at A is 22.1 ft. Considering no loss of energy from A to B, find the pressure head at B. 15 points +0'01 Datum Plane B. T 2= 25.0 ++ D
Expert Solution
Step 1 Bernoullis Equation

Bernoulli equation is based on law of conservation of mecanical energy .

It is applicaple for steady and unfiorm flow.

Summation of pressure head , velocity head and datum head remain constant . If we consider zero head loss. 

Bernoulli equation applicable along the stream line.

At point A :

Pressure head P1 = 22.1ft 

Velocity head calculated using Discharge and Area V1 

Area = 0.785 (d1)2

Datum head z1 = 10 ft

At point B 

Pressure head P2 

Velocity head calculated using Discharge and Area V2

Area = 0.785 (d2)2

Datum head z2 = 10 ft

 

 

 

 

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