River channel problem using Bernoulli and Continuity

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Homework Help Overview

The problem involves fluid dynamics, specifically applying Bernoulli's principle and the continuity equation to a river channel scenario. The original poster is tasked with determining the velocity of discharge when the channel width changes.

Discussion Character

  • Exploratory, Conceptual clarification, Mathematical reasoning

Approaches and Questions Raised

  • The original poster attempts to set up the continuity equation but expresses uncertainty about the pressure terms involved. Some participants suggest using a specific version of the Bernoulli equation relevant to open channel flow, while others note the assumption that the height of the water changes with the narrowing channel.

Discussion Status

Participants are actively engaging with the problem, offering clarifications on the equations and discussing assumptions about pressure and height. There is a sense of progress as one participant indicates they may have a clearer understanding of how to approach the question.

Contextual Notes

The original poster mentions a previous thread and expresses uncertainty about managing the forum's features, indicating potential constraints in their engagement.

tere_lai
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[SOLVED] River channel problem using Bernoulli and Continuity

Homework Statement



A river (100 m wide) flows through its rectangular channel at a depth of 2.560 m at a velocity of 2.050 m/s. What is the velocity of the discharge if the channel is narrowed to 90 m?

Homework Equations



Continuity equation: Q1 = 100m x 2.560 m x 2.050 m/s
Q2 = 90 m x H2 x V2

Bernoulli equation: V^2/2g + P/pg + z = constant

The Attempt at a Solution



I can't seem to set up the equations properly in order to find intercept. I'm sure that P1 (ie. pressure1) is zero, but P2 isn't. I actually tried solving the question with P2=0 but it's wrong.

A little help?

(you may have seen this in "Introductory Physics" but I don't know how to move/delete the previous thread, sorry)
 
Last edited:
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Hey there, in open channel flow usually the version of Bernoulli equation used is:

[tex]y + \frac{v^2}{2g} + z = constant[/tex]

In your case the z value probably can be ignored assuming the river doesn't have any vertical variations in its geometry. You could use this equation which is also known as the specific energy.

[tex]y + \frac{v^2}{2g} = constant[/tex]
 
The height of the water (z) is assumed to change due to the narrowing of the river channel. I think I know how to answer the question now...
 
Great!, good luck, if you have more questions feel free to ask them.
 
thanks for your help!
 

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