- #1
Urmi Roy
- 753
- 1
Basically, I'm designing a simple method in which a small reservoir of water is connected to a narrow pipe and the rate of flow of water changes with changing height of the reservoir.
Now, the water coming out of the narrow pipe is fed into a microchannel.
The resistance is given, by the makers as R (resistance) = 3x10^11 kg/m4s.
1. First of all, what exactly is this quantity (i.e R), since I've never seen the units 'kg/m4s'
2.After that, I obtained the formulae for head loss at entrance of pipe, at the bends etc using formulae given on
http://books.google.co.in/books?id=...frontcover&source=gbs_atb#v=onepage&q&f=false
Chapter 9...all in terms of outlet velocity...so now how do I combine all these things to calculate how the flow through the narrow pipe depends upon the elevation of the reservoir, taking into consideration all these losses?
Now, the water coming out of the narrow pipe is fed into a microchannel.
The resistance is given, by the makers as R (resistance) = 3x10^11 kg/m4s.
1. First of all, what exactly is this quantity (i.e R), since I've never seen the units 'kg/m4s'
2.After that, I obtained the formulae for head loss at entrance of pipe, at the bends etc using formulae given on
http://books.google.co.in/books?id=...frontcover&source=gbs_atb#v=onepage&q&f=false
Chapter 9...all in terms of outlet velocity...so now how do I combine all these things to calculate how the flow through the narrow pipe depends upon the elevation of the reservoir, taking into consideration all these losses?