Determine Inside Diameter of Horizontal Pipe Constriction

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Homework Help Overview

The problem involves determining the inside diameter of a constriction in a horizontal pipe through which water flows. The larger section of the pipe has a known diameter, and the flow rate is provided. The context is fluid dynamics, specifically applying Bernoulli's equation and the continuity equation.

Discussion Character

  • Exploratory, Conceptual clarification, Mathematical reasoning, Assumption checking

Approaches and Questions Raised

  • The original poster attempts to relate the given flow rate and diameters using Bernoulli's equation but expresses confusion about how to start. Some participants clarify the need for a pressure term in the equation and question how fluid heights relate to pressure. Others discuss the implications of constant velocity and the conservation of mass in fluid flow.

Discussion Status

The discussion is ongoing, with participants providing hints and clarifications regarding the application of Bernoulli's equation and the relationship between flow rate, area, and velocity. There is an exploration of different interpretations of the problem, particularly concerning pressure and fluid dynamics principles.

Contextual Notes

There is a mention of a diagram that is referenced but not included in the discussion, which may limit understanding. The original poster expresses a desire to grasp the underlying concepts rather than just receive an answer.

zetabug
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Homework Statement


The inside diameters of the larger portions of the horizontal pipe in Figure P9.40 are 2.80 cm. Water flows to the right at a rate of 2.00 10-4 m3/s. Determine the inside diameter of the constriction. Answer in (cm)

Here is the picture http://www.webassign.net/sf5/p9_40.gif"

Could you guys please show me how to do this? Not just the answer I want to be able to grasp the concept. Thanks

Homework Equations


I'd Assume
1/2pv^2 + pgy = 1/2 pv^2 + pgy
Has something to do with it, but I don't really know where to start.

The Attempt at a Solution


Honestly I have no idea where to start. How does the info given relate to anything?
From the above equation I can get
1/2(1000)(2e-4)^2 + 1000 *9.8*.1?= 1/2 1000 (2e-4)^2? + 1000 *9.8* .25?

But this doesn't use a lot of the info. Any help would be appreciated.
 
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That equation is Bernoulli's equation, but you are missing a term for pressure. (Look it up!) Hint: The heights of the fluid in those vertical segments will tell you the pressure in the fluid at those points.

Read this: http://hyperphysics.phy-astr.gsu.edu/hbase/pber.html"
 
Last edited by a moderator:
How exactly does the heights give me the pressure? I though pressure=F/Area?
And also is the velocity constant for the entire pipe?
 
zetabug said:
How exactly does the heights give me the pressure?
Realize that the fluid in the vertical sections is not moving--so pressure just depends on depth.
I though pressure=F/Area?
That's still true.
And also is the velocity constant for the entire pipe?
If the velocity were constant throughout the pipe, you'd have some explaining to do. That would mean that more fluid flowed through the wide section of pipe per second than flowed through the narrow section--but that can't happen, right? (The amount of fluid flowing per second must be the same everywhere--otherwise where is the water going?) Hint: The volume flow rate is given by area*speed.
 

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