j20zi
Civil/Environmental
- Dec 9, 2012
- 2
Hi all, I was wondering if anyone can inform me why it is for a simple pipe network problem such as the Hardy Cross method, why it is common practice to use an estimated/given value for friction factor and when and where it would not be fitting to do so?
Lastly, would it be possible to alter the Hardy Cross method so it would not be dependent upon friction factor from the outset?
Kind Regards
j20zi
Lastly, would it be possible to alter the Hardy Cross method so it would not be dependent upon friction factor from the outset?
Kind Regards
j20zi