Flow in Branch Pipe: Understanding Reservoir Flow Dynamics

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Homework Help Overview

The discussion revolves around the flow dynamics of water between reservoirs, particularly focusing on how water can flow from a lower elevation to a higher one through a junction in a branching pipe system. Participants are exploring the principles of pressure and head in fluid dynamics.

Discussion Character

  • Exploratory, Conceptual clarification, Assumption checking

Approaches and Questions Raised

  • Participants are questioning how water can flow from a lower reservoir to a higher one, considering the role of pressure. There are discussions about the conditions necessary for flow, such as the relationship between pressures at different points and the implications of head differences.

Discussion Status

The conversation is ongoing, with participants offering insights into the role of pressure and head in determining flow direction. Some have suggested that the total head at the junction is crucial for understanding flow dynamics, while others are seeking clarification on specific terms and conditions related to the problem.

Contextual Notes

There appears to be some confusion regarding the setup of the problem, particularly concerning the presence of multiple reservoirs and the implications of their relative heights and pressures. Participants are also discussing the iterative methods proposed for solving the flow conditions.

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Homework Statement


in the notes , the author stated that the water from reservoir 1 could flow to reservoir 2 and 3 ... i don't understand how could the water flow from 1 to 2 through junction D ? how could the water flow from low to high ?
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Homework Equations

The Attempt at a Solution

 
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Now my response went into the black hole :cry:

Don't see no D !

And water flows under the driving force we call pressure ! As long as pa > pb it will flow, up or down or sideways from a to b - as long as there is a path!
 
Last edited:
BvU said:
Now my response went into the black hole :cry:

Don't see no D !

And water flows under the driving force we call pressure ! As long as pa > pb it will flow, up or down or sideways - as long as there is a path!
do you mean as long as position reservoir A > B , the pressure is large enough for the water to flow upwards?
 
It's a bit more complicated than that because of the presence of reservoir 3.
It's not the position that 'decides', but the pressure.
From the picture I'd conclude that ##H_J > h_{f2}## is the condition for flow towards the second reservoir. For instance if pipe 3 is very narrow.
 
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BvU said:
It's a bit more complicated than that because of the presence of reservoir 3.
It's not the position that 'decides', but the pressure.
From the picture I'd conclude that ##H_J > h_{f2}## is the condition for flow towards the second reservoir. For instance if pipe 3 is very narrow.
##H_J ? what do you mean by it ?
 
BvU said:
It's a bit more complicated than that because of the presence of reservoir 3.
It's not the position that 'decides', but the pressure.
From the picture I'd conclude that ##H_J > h_{f2}## is the condition for flow towards the second reservoir. For instance if pipe 3 is very narrow.
how to know that if P at A > P at B ?
 
foo9008 said:
how to know that if P at A > P at B ?
That's exactly what they try to teach you with the picture !
##H_J## is the total head at J (what you called D, the branching point). Since that depends on the flows and the flows depend on the head differences, they propose an iterative solution method.
 
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BvU said:
That's exactly what they try to teach you with the picture !
##H_J## is the total head at J (what you called D, the branching point). Since that depends on the flows and the flows depend on the head differences, they propose an iterative solution method.
ok , can i also say it as position of A is the highest , so P/( rho g ) + z has the highest value for A ?
 
BvU said:
That's exactly what they try to teach you with the picture !
##H_J## is the total head at J (what you called D, the branching point). Since that depends on the flows and the flows depend on the head differences, they propose an iterative solution method.
i don't understand how could the water flow from q to 3 and Q2 is 0 ?
 

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