Define max main pipe head loss
Posted: Sat Feb 24, 2024 4:58 am
Hello Jo!
We've been grappling with an issue for quite some time now. In our experience with designing main pipes using Irricad, we often find that the software tends to select pipes with larger diameters than we would typically choose to use. As a result, we frequently need to manually adjust the main pipes to better suit our needs.
Our approach is straightforward: we typically aim to tolerate approximately a 1.0 kg/cm² head loss at the main pipe under worst-case operational conditions. However, Irricad consistently selects pipes that result in head losses significantly lower than this threshold.
Our question is whether there is any way to adjust parameters within Irricad to exert greater control over the selection of main pipes. As it stands, it seems that the main pipe LP design lacks adjustable parameters for this purpose.
Any insights or suggestions would be greatly appreciated.
Thank you for your time and assistance.
We've been grappling with an issue for quite some time now. In our experience with designing main pipes using Irricad, we often find that the software tends to select pipes with larger diameters than we would typically choose to use. As a result, we frequently need to manually adjust the main pipes to better suit our needs.
Our approach is straightforward: we typically aim to tolerate approximately a 1.0 kg/cm² head loss at the main pipe under worst-case operational conditions. However, Irricad consistently selects pipes that result in head losses significantly lower than this threshold.
Our question is whether there is any way to adjust parameters within Irricad to exert greater control over the selection of main pipes. As it stands, it seems that the main pipe LP design lacks adjustable parameters for this purpose.
Any insights or suggestions would be greatly appreciated.
Thank you for your time and assistance.