View Full Version : Head loss
I was reading on this page...
http://www.cda.org.uk/megab2/build/pub125/sec4.htm#5.1
...and I tried calculating head loss using both the forumla given, and the nomogram. Aren't these supposed to give the same result? Or am I missing something fundemental? Because they don't equal each other by a long shot...
An explanation would be very much appreciated :-)
russ_watters
Jun21-06, 01:58 PM
What data are you plugging in?
FredGarvin
Jun21-06, 02:50 PM
The nomograms will be made from the equations for head loss. Unless a type-o was made in the webpage, they should coincide pretty closely. Are you sure you don't have a units snafu somewhere?
I got them pretty much equal now, don't even know what must have gone wrong before. Damn units...
One more question for you guys:
I often see in literature that head loss is often set to 100 Pa/m pipe, at least for pipes bigger than 15 mm without further calculations, but almost all of my calculations show much higher values than this. Any idea why?
FredGarvin
Jun22-06, 06:36 AM
To my knowledge, a number like that is a design parameter (rule of thumb) developed after a lot of experience. It is a target to shoot for, not an absolute. This would help calculate the pipe diameter.
I really can't imagine someone saying that "well, my pipe size is over 15mm. I guess my pressure loss will be 100 Pa/m no matter what I am doing." That just doesn't make much sense.
civil_dude
Jun26-06, 05:51 PM
The average losses should depend on an assumed pipe TYPE. Each type should have a different average loss coefficient.
FredGarvin
Jun27-06, 06:31 AM
Average loss coefficient? What is that? The only factor that would depend on the type of pipe is the friction factor. And then most people assume a smooth pipe on the first go around anyways.
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