Recent content by metalhead10

  1. M

    Pressure Drop Due to Combining Flow in a Water Pipe System

    Ok so just to confirm, those values are "R" values which are equivalent hydraulic radiuses? Like does the table call them something else or just specificially "R" and that they are used in the Hazen Williams equation?
  2. M

    Pressure Drop Due to Combining Flow in a Water Pipe System

    Ok, so I have the following fittings: 10" Tee 6" Tee 10" Y 6" Y They are all equal flow with them all going 2 into 1. If you could scan that table that would be great. Thanks again!
  3. M

    Pressure Drop Due to Combining Flow in a Water Pipe System

    Any values/method would be useful. I have been using the Darcy-Weisbach/Colebrook method which uses "K" values for representative resistance coefficients for fittings. The Hazen Williams uses a friction factor but from what I can tell it is just for straight pipe and I can't find anything for...
  4. M

    Pressure Drop Due to Combining Flow in a Water Pipe System

    Hello, I am wondering how to determine the pressure drop due to fittings such as Tees and "Y's" when there are two flows coming in and one coming out. So for example there is a Tee where there are two flows coming in opposite directions (180 degrees from one another) and they combine and exit...
Back
Top