Pressure Loss in Parallel Pipes

AI Thread Summary
In parallel pipes, the head losses across each pipe are equal, but the total head loss for the system is not simply additive. The correct approach is to treat head losses similarly to electrical resistance, where the total head loss can be calculated using a formula analogous to 1/R = 1/R1 + 1/R2, but considering that head loss is a square function of flow velocity. This means that while each pipe experiences the same head loss, adding more pipes effectively reduces the overall resistance and thus the head loss for the system. The discussion emphasizes that if the pipes are connected at the same elevation, the total head loss remains consistent across the system regardless of the number of pipes. Understanding these principles is crucial for accurately calculating head loss in fluid systems.
cruckshank
Messages
17
Reaction score
0
Hi, I know this is simple but I'd like someone to clarify for me, because my lecturer wasn't clear:

Obviously when the pipes are in parallel, the head losses across them are the same. But what about the total head loss for the parallel pipes as a whole? I have 3 ideas, but I'm not sure which would be correct:

1) Treating the head losses the same way as electrical resistance, where 1/R=1/R1 + 1/R2... but with head losses instead of resistance?

2) Simply adding them up?

3) The total head loss across all the parallel pipes is equal to that across just one of the individual pipes?

I feel like it's the third option, but I'm not entirely sure. Can you tell me which is correct (if any), and explain why please.

Thanks.
 
Engineering news on Phys.org
It's #1 except that head loss is a square function of velocity.
 
russ_watters said:
It's #1 except that head loss is a square function of velocity.
But isn't head loss analogous to voltage drop? Parallel resistors have the same voltage drop.

This assumes the parallel pipes have entrances that are all in the same vessel at the same elevation to each other, and the exits are all in another vessel at the same elevation to each other.

I'd say #3.
 
insightful said:
But isn't head loss analogous to voltage drop? Parallel resistors have the same voltage drop.
Yes. What about what I said makes you think I'm saying something that disagrees with that?
I'd say #3.
The way they are worded, #3 could be true as well, yes.
 
russ_watters said:
What about what I said makes you think I'm saying something that disagrees with that?
Well, you're agreeing with #1 which is treating head losses the same as electrical resistances. Is that your contention?
 
insightful said:
Well, you're agreeing with #1 which is treating head losses the same as electrical resistances. Is that your contention?
Yes, but maybe I'm misunderstanding what you were after there since you didn't write-out the formula for the two scenarios: each pipe section has a "resistance" and the new "resistance" of the group of pipes follows the same rules as the resistance for electricity. All must have the same head loss since the pipes are joined before and after. Adding a pipe section reduces the group resistance head loss just like it reduces the resistance and voltage drop for the wires. But it's voltage that is similar to head loss via combining the resistance formula with v=ir.
 
russ_watters said:
Adding a pipe section reduces the head loss just like it reduces the resistance. But it's voltage that is similar to head loss via the formula.
This seems to say that adding a resistor reduces the voltage (rather than the resistance).
 
insightful said:
This seems to say that adding a resistor reduces the voltage (rather than the resistance).
Reducing resistance in the pipe section reduces head loss in the pipe section just like reducing resistance in a set of parallel resistors (in a circuit with other resistors) reduces the voltage drop across those resistors.
 
As I said, you didn't give the equations you were comparing to each other, so I interpreted what you were saying, perhaps incorrectly. The two equations are:

v=ir
(voltage, amperage, resistance)
h=fQ2
(head loss, friction factor and flow rate)

"friction factor" is analogous to "resistance" and as I said in post 2, the only difference between the equations is the square function.
 
  • #10
Yeah, I think if we had a defined system it would be clear. Say two atmospheric tanks, one with a water level 10m below the other. All parallel pipes between these tanks (with submerged entrances and exits) would have a head loss of 10m regardless of how many pipes you put in.
 
Back
Top